One Family Housing DWG Plan for AutoCAD

One Family Housing DWG Plan for AutoCAD

ARCHITECTURAL PLANS COMPLETE; STRUCTURAL AND INSTALLATIONS .

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

north, dgn, runway of variable n, cyclopean concrete, slab, cut type, columns, tank toilet, calef., – thermostat or water heater, – drinking water column, – stopcock, – valve check, – meter drinking water, – combined drainage network, – floor drain, – sanitary sewer point, – revision box, symbolism, – cold or hot water outlet, – potable water supply, – electric intercom, – television outlet – tv., – telephone outlet – tf., – double outlet, – switch, – fluorescent luminaire, – single switch, – luminaire, – distribution board, – light meter, electrical installations, zoning:, area of ​​land:, cos-pb, cos-op, cus, net density:, areadecomputable:, stands, hall horiz.-balcon, parking, level:, gross area:, useful area:, total:, computable, total area no, table of areas , hydrosanitary instalations, instalac. electrical, plumbing, drawing: patricio herlines, linetype, yacucalle, designer:, location:, contains:, date:, owner :, – architectural plants -facilities -faces-cuts -implantation -zone of areas -location. -simbology., sheet:, format:, observation:, drawing:, ref.linea factory, warehouse, hall, c.de machines, room, dining room, kitchen, nnt, p.terraz., tapagr., accessible terrace, inaccessible slab, kitchen, storage room, backyard, dressing room, access, garage, sewerage network, potable water supply, street: eduardo almeida, front patio, accessible terrace, inaccessible terrace, open area on rear patio, open area on front patio, sidewalk publishes, backyard, garage, rear patio, inaccessible slab on garage, garage, mechanical ventilation pipe, ventil duct. mechanic, sports, complex, carlos emilio grijalva, av luis abel tafur, prof. lucila benalcazar, eduardo almeida p., gral. july andrade, av. rafael sanchez, jose m. leoro, juan f.bonilla, g.c.i., exit, smoke detector, exting. inc.port., emergency lamp, installations – special – fire, – emergency wall lamp, – portable fire extinguisher, – smoke detector – on deck, – emergency exit, – Siamese intake, – fire network , – fire cabinet, – direction of flow, statistical nomenclature of firefighting accessories, – fireproof cabinet, ground floor, space for seals:, warehouse, dressing room, location, dimensions, type, no., nf, armors, box plinths, detailed in the, these varillas se, armor of slabs, slabs, column type, distr. of stirrups, types of irons, as. lower, layer of comprehension, as. upper, slab cut, detail of anchors, in perimeter columns, column, without: ………… scale, replant h. simple, replant hs, armor xx, armor yy, detail of type plinths, detail of chain type, iii, table of columns, lower iron, upper iron, municipal seals, contains :, columns-steps – sheet of irons, project :, owner :, foundation plant- details of foundation – slab- beams, sheet :, date :, scale :, drawing :, location :, ibarra, indicated, structural plan:, structural: will be the necessary adjustments, according to the floor to be used., always before cementing the soil quality should be verified., technical specifications:, d in mm, reinforcing steel, simple concrete, total, material summary, total quintals, chain, foundation hc, cut type columns, top overlap in center, bottom overlap in supports, no esc, detail beam bottom, lower, variable, see cut type, column, hamilton ibujés

Raw text data extracted from CAD file:

T D D T M M N O R T E \A1;2.90 \A1;2.90 \A1;4.00 \A1;2.60 \A1;4.50 \A1;1.90 \A1;2.40 \A1;3.00 \A1;1.00 \A1;1.70 \A1;.20 \A1;.80 \A1;1.70 \A1;1.00 \A1;1.70 \A1;1.00 \A1;1.50 \A1;.40 \A1;.40 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;2.50 \A1;.20 \A1;2.70 \A1;.20 \A1;.20 \A1;11.40 \A1;12.00 \A1;.80 \A1;2.20 \A1;3.70 \A1;2.10 \A1;.20 \A1;2.80 \A1;.20 \A1;.20 \A1;4.30 \A1;.20 \A1;4.10 \A1;.20 \A1;2.80 \A1;.20 \A1;4.30 \A1;3.00 \A1;9.00 \A1;3.00 \A1;.80 \A1;2.20 \A1;.70 \A1;.80 \A1;2.20 \A1;2.30 \A1;.20 \A1;.29 \A1;1.82 \A1;.29 \A1;.20 \A1;.20 \A1;.20 \A1;4.30 \A1;.20 \A1;4.10 \A1;.20 \A1;2.80 \A1;.20 \A1;4.30 \A1;3.00 \A1;3.00 \A1;10.10 \A1;5.50 \A1;3.60 \A1;1.80 \A1;.70 \A1;1.00 \A1;3.00 \A1;1.00 \A1;2.00 \A1;.30 \A1;1.90 \A1;.30 \A1;.30 \A1;2.60 \A1;.30 \A1;2.60 \A1;.30 \A1;3.70 \A1;.30 \A1;3.00 \A1;.30 \A1;1.90 \A1;.30 \A1;2.90 \A1;2.90 \A1;4.10 \A1;3.30 \A1;2.20 \A1;11.10 \A1;1.00 \A1;4.50 \A1;1.00 \A1;3.60 \A1;1.80 \A1;.70 \A1;1.00 \A1;3.00 \A1;1.00 \A1;2.00 \A1;.30 \A1;1.90 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\A1;.40 \A1;.20 \A1;.40 -874.0474880608443 -874.0474880608443 -874.0474880608443 -874.0474880608443 -874.0474880608443 -874.0474880608443 -874.0474880608443 -874.0474880608443 -874.0474880608443 -874.0474880608443 Hormigón de 210 Kg/cm2 cimiento corrido de Est. d8mm @0.10 y 0.20 Mc 201 N variable 4d12 Mc200 hormigón ciclópeo -873.8860705613889 -873.8860705613889 -873.8860705613889 -873.8860705613889 \A1;0.80 \A1;0.80 \A1;fb \A1;fb \A1;fb \A1;0.10 \A1;h \A1;0.10 \A1;h \A1;h \A1;0.10 \A1;fa \A1;fa \A1;fa \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.30 \A1;1.90 -180.5425063677515 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.18 \A1;0.12 \A1;0.30 \A1;0.18 \A1;0.20 \A1;0.12 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.18 \A1;0.12 \A1;0.30 \A1;0.18 \A1;0.20 \A1;0.12 \A1;0.20 \A1;3.00 \A1;2.90 \A1;2.90 \A1;4.10 \A1;3.30 \A1;2.20 \A1;2.60 \A1;1.90 \A1;2.40 \A1;1.90 \A1;3.00 \A1;2.90 \A1;2.90 \A1;4.10 \A1;3.30 \A1;2.20 \A1;2.60 \A1;1.90 \A1;2.40 \A1;1.20 \A1;1.20 \A1;1.80 \A1;1.80 \A1;1.80 \A1;1.80 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.90 \A1;2.90 \A1;2.90 \A1;4.10 \A1;3.30 \A1;2.20 \A1;2.60 \A1;1.90 \A1;2.40 \A1;1.90 \A1;2.40 \A1;1.90 \A1;4.10 \A1;2.40 \A1;4.30 \A1;3.00 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 CORTE 1-1 CORTE 3-3 Esc:............1:25 Esc:............1:25 N+0.20 1d12@.20 Mc 302 1d12@.20 Mc 301 1d12@.20 Mc 300 (7) -217.7647596775521 -217.7647596775521 -217.7647596775521 -217.7647596775521 -217.7647596775521 3 (4) (4) 4 5 1d8@.20 Mc 303 (38) 6 7 -217.7647596775521 -217.7647596775521 -217.7647596775521 1d8@.20 Mc 305 (7) 1d8@.20 Mc 304 (7) N+2.72 LOSA 1d8@.20 Mc 303 (30) 1d8@.20 Mc 307 (7) 1d8@.20 Mc 308 (7) 1d8@.20 Mc 309 (7) 1d8@.20 Mc 310 (7) -217.7647596775521 -217.7647596775521 -217.7647596775521 -217.7647596775521 9 8 9 10 11 12 C C 2 1 13 14 1d8@.20 Mc 306 (7) 6d12mm.Mc 120 a 121 1Ed8mm Mc 123 a.0.07 y .15c/u ESCALA:.----------- 1:15 CORTE TIPO COLUMNAS .20 .30 \A1;0.30 \A1;0.20 \A1;.15 \A1;4.00 \A1;2.00 \A1;2.00 \A1;4.00 TANK TOILET CALEF. AC - TERMOSTATO o CALEFON - COLUMNA DE AGUA POTABLE - LLAVE DE PASO - VALVULA CHECK - MEDIDOR DE AGUA POTABLE M - RED DE DESAGUE COMBINADA - SUMIDERO DE PISO - PUNTO DE DESAGUE SANITARIO CR - CAJA DE REVISION SIMBOLOGIA - SALIDA DE AGUA FRIA O CALIENTE -BAJANTE DE AGUAS LLUVIAS d110mm. -BAJANTE DE AGUAS SERVIDAS d110mm. - ACOMETIDA DE AGUA POTABLE - PORTERO ELECTRICO - SALIDA DE TELEVISION - TV. - SALIDA DE TELEFONO - TF. - TOMACORRIENTE DOBLE - CONMUTADOR - LUMINARIA FLUORESCENTE - INTERRUPTOR SIMPLE - LUMINARIA - TABLERO DE DISTRIBUCION M - MEDIDOR DE LUZ INSTALACIONES ELECTRICAS SIMBOLOGIA P E CL.-1 CT.-2 3S S - CIRCUITO DE DUCHA #8 - CIRCUITO DE LUMINARIAS #12 d12mm. - CIRCUITO DE TOMACORRIENTES #10 d12mm. - CIRCUITO DE INTERRUPTORES #14 d12mm. - TUBERIA DE CEMENTO d150 mm. 2 AWG \f@Arial Unicode MS|b0|i0|c0|p34;#12Ø1/2\H1.172x; \fMS Shell Dlg|b0|i0|c0|p0;\H1.133x; 2 AWG \f@Arial Unicode MS|b0|i0|c0|p34;#10Ø1/2\H1.172x; \fMS Shell Dlg|b0|i0|c0|p0;\H1.133x; 2 AWG \f@Arial Unicode MS|b0|i0|c0|p34;#14Ø1/2\H1.172x; \fMS Shell Dlg|b0|i0|c0|p0;\H1.133x; - TUBERIA DE AGUA FRIA -HIDRO 3- d 1/2" - TUBERIA DE AGUA CALIENTE -HIDRO 3- d 1/2" - ZONIFICACION : AREA DE TERRENO : 316.70 M.2 C.O.S.-P.B. C.O.S.-O.P. C.U.S. DENSIDAD NETA : Hab./ Ha. - A R E A D E C O M P U T A B L E : GRADAS HALL HORIZ.-BALCON ESTACIONAMIENTO NIVEL : AREA BRUTA : AREA UTIL : TOTAL : M.2 COMPUTABLE TOTAL AREA NO M.2 TOTAL : C.U.S. M.2 % M.2 M.2 M.2 % 68.24 % 31.87 % M.2 136.60 6.16 1.20 28.28 100.96 385.95 317.08 100.11 24.64 15.95 28.28 100.11 68.87 Nv.+0.20 CUADRO DE AREAS INSTA.HIDROSANITARIAS INSTALAC. ELECTRICAS INSTALACIONES HIDROSANITARIAS DIBUJO : Patricio Herlines LINETYPE 0.05 - COLOR - 150 0.05 - COLOR - 130 0.05 - COLOR - 8 0.1 - COLOR - 32 0.1 - COLOR - 1 0.1 - COLOR - 254 0.1 - COLOR - 11 0.2 - COLOR - 2 0.3 - COLOR - 3 0.3 - COLOR - 124 0.4 - COLOR - 4 0.5 - COLOR - 40 0.6 - COLOR - 6 0.7 - COLOR - 7 0.8 - COLOR - 30 Parroquia: \C0;IBARRA \C134;Barrio/Sector :\C7; YACUCALLE Cantón:\C0; IBARRA \C134;Calle : \C7;EDUARDO ALMEIDA ZONA ADMINISTRATIVA\fArial|b0|i0|c0|p34;\H0.9316x; \Q15;Tlf.\f@Arial Unicode MS|b0|i0|c0|p34;\H1.172x;\Q0; \fMS Shell Dlg|b0|i0|c0|p0;\H1.133x; \Q15;Tv.\f@Arial Unicode MS|b0|i0|c0|p34;\H1.172x;\Q0; \fMS Shell Dlg|b0|i0|c0|p0;\H1.133x; M.2 119.10 6.16 6.25 - 106.69 Nv.+5.60 M.2 11.15 6.16 2.25 - 2.74 Nv.+8.30 YACUCALLE PROYECTISTA : UBICACION : CONTIENE : FECHA : PROPIETARIO: -PLANTAS ARQUITECTONICAS -INSTALACIONES -FACHADAS -CORTES -IMPLANTACION -CUADRO DE AREAS -UBICACION. -SIMBOLOGIA. 12 DE ENERO DEL 2012 LAMINA : 1 \H0.5067x;DE\H1.974x; 2 \H0.5067x; formato : A - \H1x;1 \H0.5067x; OBSERVACION : - DIBUJO : REF.LINEA DE FABRICA A L M A C E N Hall S. Sube 15 Gr.de.18x.30 C.de máquinas S A L A COMEDOR COCINA DORMITORIO PRINCIPAL-1 DORMITORIO-2 DORMITORIO-3 Hall S. Sube 15 Gr.de.18x.30 Nv.+0.20 B. FACHADA FRONTAL\fArial|b0|i0|c0|p34;\H0.401x; ESCALA....................................................................1.100\fArial Rounded MT Bold|b0|i0|c0|p34;\H1.502x; Nv.±0.00 N.N.T. FACHADA LATERAL DERECHA \fArial|b0|i0|c0|p34;\H0.401x;ESCALA................................................................................................................1.100\fArial Rounded MT Bold|b0|i0|c0|p34;\H1.502x; Nv.+2.90 1ºp.alto Nv.+5.60 1ºp.alto Nv.+8.30 p.terraz. Nv.+11.00 tapagr. DORMITORIO-2 DORMITORIO-3 A L M A C E N DORMITORIO-2 DORMITORIO-3 terraza accesible losa inaccesible 5 5 5 A B C D terraza accesible cocina cocina 5 1 2 a l m a c e n patio posterior A L M A C E N Dormitorio--3 vestid. acceso Dormitorio--3 vestid. acceso terraza accesible Garaje 5 5 5 5 1 3 3' 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 losa inaccesible REF.LINEA DE FABRICA S. S. B. PVC.d110mm. \M+5A1FB Pen.mín.2% A LA RED DE ALCANTARILLADO PVC.d110 PVC.d75 PVC.d110 BAS-PVC .d110mm. BAS-PVC .d110mm. PVCd75mm. PVCd75mm. PVCd75mm. BAS-PVC .d110mm. BAS-PVC .d110mm. \M+5A1FB Pen.1% \M+5A1FB Pen.1% Pen.1%\U+2192 Pen.1%\M+5A1FA PVC.d75mm. BAS-PVC .d110mm. BAS-PVC .d110mm. PVC.d110mm. Pen.2%\M+5A1FA \M+5A1FB Pen.2% PVC.d110mm. PVC.d110mm. PVC.d110mm. PVC.d75 \M+5A1FB Pen.1% \M+5A1FB Pen.1% Pen.1%\U+2192 Pen.1%\M+5A1FA PVC.d75mm. 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\fMS Shell Dlg|b0|i0|c0|p0;\H1.133x; \Q15;Tv.\f@Arial Unicode MS|b0|i0|c0|p34;\H1.172x;\Q0; \fMS Shell Dlg|b0|i0|c0|p0;\H1.133x; Hall Baja 15 Gr.de.18x.30 B. BAS-PVC .d110mm. BAS-PVC .d110mm. PVC.d110mm. PVC.d110mm. PVC.d110mm. \M+5A1FB Pen.1% \M+5A1FB Pen.1% Pen.1%\M+5A1FA Pen.1%\U+2192 \M+5A1FB Pen.1% \M+5A1FB Pen.1% Pen.1%\M+5A1FA \M+5A1FB Pen.1% \M+5A1FB Pen.1% Pen.1%\M+5A1FA Pen.1%\U+2192 \M+5A1FB Pen.1% Pen.1%\M+5A1FA Pen.1%\U+2192 PVC.d75mm. PVC.d75mm. PVC.d75mm. PVC.d75mm. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 3 4 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 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E 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 A B C D E 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 Nv.±0.00 N.N.T. Nv.+2.90 1ºp.alto Nv.+5.60 1ºp.alto Nv.+8.30 p.terraz. Nv.+11.00 tapagr. Nv.±0.00 N.N.T. Nv.+2.90 1ºp.alto Nv.+5.60 1ºp.alto Nv.+8.30 p.terraz. Nv.+11.00 tapagr. Nv.±0.00 N.N.T. Nv.+2.90 1ºp.alto Nv.+5.60 1ºp.alto Nv.+8.30 p.terraz. Nv.+11.00 tapagr. Nv.±0.00 N.N.T. Nv.+2.90 1ºp.alto Nv.+5.60 1ºp.alto Nv.+8.30 p.terraz. Nv.+11.00 tapagr. C O R T E A-A' \fArial|b0|i0|c0|p34;\H0.401x; ESCALA...........................................................1.100\fArial Rounded MT Bold|b0|i0|c0|p34;\H1.502x; CORTE-FACHADA POSTERIOR:C-C' \fArial|b0|i0|c0|p34;\H0.401x;ESCALA.................................................................................................................................1.100\fArial Rounded MT Bold|b0|i0|c0|p34;\H1.502x; C O R T E B-B' \fArial|b0|i0|c0|p34;\H0.401x;ESCALA..................................................................1.100\fArial Rounded MT Bold|b0|i0|c0|p34;\H1.502x; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA BAJA Nv.+0.20 \fArial|b0|i0|c0|p34;\H0.401x;ESCALA..............................................................................1.100\fArial Rounded MT Bold|b0|i0|c0|p34;\H1.502x; PLANTA ALTA-TIPO. Nv.+2.90 Nv.+5.60 \fArial|b0|i0|c0|p34;\H0.401x;ESCALA..................................................................................................................................................1.100\fArial Rounded MT Bold|b0|i0|c0|p34;\H1.502x; i n s t a l a c i o n e s PLANTA BAJA Nv.+0.20 \fArial|b0|i0|c0|p34;\H0.401x;ESCALA..............................................................................1.100\fArial Rounded MT Bold|b0|i0|c0|p34;\H1.502x; i n s t a l a c i o n e s PLANTA ALTA-TIPO. Nv.+2.90 Nv.+5.60 \fArial|b0|i0|c0|p34;\H0.401x;ESCALA..................................................................................................................................................1.100\fArial Rounded MT Bold|b0|i0|c0|p34;\H1.502x; 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BAS-PVC .d110mm. ACOMETIDA DE AGUA POTABLE ACOMETIDA DE AGUA POTABLE M M M calle :Eduardo Almeida Patio frontal \A1;3.00 \A1;.40 \A1;1.80 \A1;.20 \A1;3.20 \A1;.60 \A1;2.80 \A1;12.00 \A1;7.79 \A1;4.50 \A1;1.00 \A1;11.10 \A1;2.00 \A1;26.39 \A1;7.79 \A1;.20 \A1;16.20 \A1;.20 \A1;2.00 \A1;26.39 \A1;.20 \A1;2.80 \A1;2.30 \A1;3.70 \A1;3.00 \A1;12.00 Terraza accesible Nv.+8.30 Terraza inaccesible Nv.+2.90 area abierta sobre patio posterior Nv.±0.00 area abierta sobre patio frontal Nv.±0.00 calle :Eduardo Almeida acera publica REF.LINEA DE FABRICA A D O S A M I E N T O implantación general \fArial|b0|i0|c0|p34;\H0.401x;ESCALA..................................................................1:150\fArial Rounded MT Bold|b0|i0|c0|p34;\H1.502x; GARAJE Nv.±0.00 Patio posterior Nv.±0.00 losa inaccesible sobre garaje Nv.+2.90 Nv.+5.60 Nv.+2.90 Nv.+2.90 M.2 119.10 6.16 6.25 - 106.69 5 5 5 5 5 A B C D E F 5 5 5 5 5 A B C D E F garaje patio posterior \Q12;ENLUCIDO ESTUCADO -PINTADO TONO PASTEL \Q12;BASTIDORES DE ALUMINIO Y VIDRIO BRONCE DE 4mm. \Q12;PUERTA METALICA ENROLLABLE TUBO DE VENTILACION MECANICA DUCTO DE VENTIL. MECANICA B B' A' A C' C B B' A' A C' C DEPORTIVO COMPLEJO CARLOS EMILIO GRIJALVA AV LUIS ABEL TAFUR PROF. LUCILA BENALCAZAR EDUARDO ALMEIDA P. GRAL. JULIO ANDRADE AV. RAFAEL SANCHEZ JOSE M. LEORO JUAN F.BONILLA Terreo en referencia Sr.Telmo R.Quintana Lote Nº15 Mz.C-9 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 losa inaccesible sobre garaje LAMINA - FORMATO : A-3 REF.LINEA DE FABRICA A L M A C E N Hall S. C.de máquinas S A L A COMEDOR COCINA DORMITORIO PRINCIPAL-1 DORMITORIO-2 DORMITORIO-3 S. Nv.+0.20 B. 5 5 1 3 3 4 5 5 5 1 2 3 4 5 5 5 5 5 A B C D E F 5 5 5 5 5 A B C D E F 5 5 2 INSTALACIONES ESPECIALES CONTRA INCENDIOS PLANTA BAJA Nv.+0.20 \fArial|b0|i0|c0|p34;\H0.401x;ESCALA..............................................................................1.100\fArial Rounded MT Bold|b0|i0|c0|p34;\H1.502x; INSTALACIONES ESPECIALES CONTRA INCENDIOS PLANTA ALTA-TIPO. Nv.+2.90 Nv.+5.60 \fArial|b0|i0|c0|p34;\H0.401x;ESCALA..................................................................................................................................................1.100\fArial Rounded MT Bold|b0|i0|c0|p34;\H1.502x; calle :Eduardo Almeida Patio frontal GARAJE Nv.±0.00 Patio posterior Nv.±0.00 losa inaccesible sobre garaje Nv.+2.90 TUBO DE VENTILACION MECANICA DUCTO DE VENTIL. MECANICA A G.C.I. G.C.I. D D D D EXIT EXIT DETECTOR DE HUMO EXTING. INC.PORT. EXTING. INC.PORT. EXTING. INC.PORT. DETECTOR DE HUMO DETECTOR DE HUMO DETECTOR DE HUMO LAMPARA EMERGENCIA LAMPARA EMERGENCIA LAMPARA EMERGENCIA LAMPARA EMERGENCIA LAMPARA EMERGENCIA PROYECTISTA : FECHA : PROPIETARIO: 12 DE ENERO DEL 2012 LAMINA : 2 \H0.5067x;DE\H1.974x; 2 \H0.5067x; formato : A - 3 \H0.5067x; INSTALACIONES - ESPECIALES -INCENDIOS - LAMPARA DE EMERGENCIA-EN PARED - EXTINGUIDOR DE INCENDIOS-PORTATIL - DETECTOR DE HUMO-SOBRE CUBIERTA D EXIT - SALIDA DE EMERGENCIA - TOMA SIAMESA - RED DE INCENDIOS - GABINETE DE INCENDIOS - DIRECCION DE FLUJO G.C.I. NOMENCLATURA ESTADISTICA DE ACCESORIOS CONTRA INCENDIOS - LAMPARA DE EMERGENCIA-EN PARED - TOMA SIAMESA RED INCENDIOS-TUB.DE AGUA -HIDRO 3-d 2 1\2" - - GABINETE CONTRA INCENDIOS - EXTINGUIDOR DE INCENDIOS-PORTATIL - DETECTOR DE HUMO-SOBRE CUBIERTA - SALIDA DE EMERGENCIA 1 - - 1 - 1 1 1 2 2 2 1 2 1 1 2 1 1 1 1 Planta Baja 1º P.Alto 2º P.Alto 5 5 5 3' 4 5 5 5 5 3' 4 5 UBICACION de PREDIO \fArial|b0|i0|c0|p34;\H0.401x;SIN.................................................................................ESCALA\fArial Rounded MT Bold|b0|i0|c0|p34;\H1.502x; ESPACIO PARA SELLOS : EXIT EXIT BAS-PVC .d110mm. BODEGA 5 5 2 Hall vestidor ESPACIO PARA SELLOS : Esc:............1:100 PLANTA DE CIMENTACIÓN Nv+0.20 UBICACION DIMENSIONES a TIPO No. h b N.F. A R M A D U R A S fb I 15 -1.20m 0.25 6d12mm a 0.15 c/u Mc100 6d12mm a 0.15 c/u Mc100 A1-A5-B1-B5-C1-C3-C5-D1 CUADRO DE PLINTOS fa II 6 -1.20m 0.30 9d12mm a 0.15 c/u Mc101 9d12mm a 0.15 c/u Mc101 A4-B4-C2-C3'-C4-D2 1.20 1.50 1.20 1.50 escala : s/n 5 1Est.d8 @7.5 Y 15cm Mc 135 6d12 DETALLAN EN LA ESTAS VARILAS SE ARMADURA DE LOSAS DETALLE TIPICO DE VIGA BANDA 1 Nv.: +2.90 LOSAS 0.30 Nv.: +5.60 COLUMNA TIPO DISTR. DE ESTRIBOS Esc:............1:20 a g a a a b g b b L a a J TIPOS DE HIERROS C I A a b c g V a b c g b O BLOQUE .15 x .20 x .40 .20 As. INFERIOR .40 .10 CAPA DE COMPRECION As. SUPERIOR .40 .10 .10 .15 .05 CORTE DE LOSA Esc:............1:10 LOSA 2 d 12 Mc 122 2 d 12 Mc 122 0.80 0.80 DETALLE DE As DE ANCLAJE EN COLUMNAS PERIMETRALES COLUMNA Sin:............Escala Nv.: +8.30 fb fb fb 0.10 h 0.10 h \A1;ARMADURA fa REPLANTILLO H. SIMPLE REPLANTILLO H.S. \A1;ARMADURA fa \A1;ARMADURA fb \A1;ARMADURA fb REPLANTILLO H.S. \A1;ARMADURA fb h 0.10 \A1;ARMADURA fa fa fa ARMADURA X-X ARMADURA Y-Y ARMADURA X-X fa ARMADURA X-X ARMADURA Y-Y ARMADURA Y-Y Nf=-1.30 Nf=-1.20 DETALLE DE PLINTOS TIPO Esc:............1:10 DETALLE DE CADENA TIPO Sin:............Escala III 2 -1.20m 0.30 12d14mm a 0.15 c/u Mc102 12d14mm a 0.15 c/u Mc102 A3-B3 1.80 1.80 TIPO I (19) CUADRO DE COLUMNAS 945 d 8 Mc 123 \A1;EST.d8mm. @7.5 y 15 cm Mc 123 6d12 Mc 121 5 5 \A1;.025 \A1;.025 54 d 12 Mc 120 A1'-A4-B1 54 DE 9.50m # ESTRIBOS= 945 TIPO III (1) B3 420 d 8 Mc 125 \A1;EST.d8mm. @7.5 y 15 cm Mc 125 4d14 Mc 122 0.30 \A1;0.30 \A1;.025 \A1;.025 12 d 14 Mc 122 24 DE 9.50m # ESTRIBOS= 420 C1-C2-C3-C3' A3-B4-D2 Esc:............1:100 LOSA TIPO DE Nv. +2.90 SIMBOLOGIA HIERRO INFERIOR HIERRO SUPERIOR SELLOS MUNICIPALES CONTIENE: COLUMNAS- GRADAS - PLANILLA DE HIERROS PROYECTO: PROPIETARIA: PLANTA DE CIMENTACION- DETALLES DE CIMENTACION - LOSA- VIGAS LAMINA: FECHA: ESCALA: DIBUJO: UBICACION: 1 IBARRA 1 SEPTIEMBRE - 2011 INDICADAS PLANO ESTRUCTURAL : Cimentacion, cadenas, columnas, losas y vigas ........................... f'c=210 Kg/cm2 estructurales sera: 4.- El espaciamiento de estribos anotado en el cuadro de columnas corresponde a la mitad central de la luz libre de la columna, debiendo en los tercios superior e inferior, colocarse a 7.5cm. 5.- Los niveles anotados en los planos corresponden a niveles de piso terminado, debiendo hacerse en la obra los ajustes necesarios, de acuerdo al piso a usarse. 6.- En todo caso las medidas anotadas prevalecen sobre la escala. 1.- La cimentacion se diseño con un coeficiente de trabajo del suelo de 15 Ton/m2, a la cota -1.20m Siempre antes de cimentar debera verificarse la calidad del suelo. 2.- La resistencia del hormigón a la compresión cilindrica a los 28 días (f'c) para los diferentes elementos 3.- El acero de refuerzo debera ser corrugado, de dureza natural y tener un limite de fluencia (fy) igual Replantillo ............................. f'c=180 Kg/cm2 a 4.200 Kg/cm2. 7.- La sobre carga utilizada para el diseño de las losas es de 690Kg/cm2 la carga muerta y 200kg/cm2 la carga viva. 8.- La estructura está calculada para tres plantas. ESPECIFICACIONES TECNICAS: 9.- El traslape se debera hacer en 40 veces d. Long.(12 m ) Peso ( kg ) d en mm ACERO DE REFUERZO HORMIGON SIMPLE Total RESUMEN DE MATERIALES fy = 4200 kg/cm2 5290 2090 TOTAL QUINTALES d 0 0 6632.50 5890 8 12 14 16 18 20 10 10 8 12 14 16 18 118 d mm 42 f'c = 210 kg/cm2 Peso kg/ml 0.395 0.888 1.208 1.578 1.998 2.466 0.617 TIPO II (3) 210 d 8 Mc 124 \A1;EST.d8mm. @7.5 y 15 cm Mc 124 6d12 Mc 121 0.30 \A1;0.25 \A1;.025 \A1;.025 12 d 12 Mc 120 12 DE 9.50m # ESTRIBOS= 210 D3'-D4-D5-E1-E2-F1-F2 CORTE 1-1 CORTE 3-3 Esc:............1:25 Esc:............1:25 N+0.20 1d12@.20 Mc 302 1d12@.20 Mc 301 1d12@.20 Mc 300 (7) 5 5 5 5 5 3 (4) (4) 4 5 1d8@.20 Mc 303 (38) 6 7 5 5 5 1d8@.20 Mc 305 (7) 1d8@.20 Mc 304 (7) N+2.90 LOSA 1d8@.20 Mc 303 (30) 1d8@.20 Mc 307 (7) 1d8@.20 Mc 308 (7) 1d8@.20 Mc 309 (7) 1d8@.20 Mc 310 (7) 5 5 5 5 9 8 9 10 11 12 C C 2 1 13 14 1d8@.20 Mc 306 (7) 27 L=12.00m 1d12mm Mc130 y 164 13 L=2.80m 1d12mm Mc163 7 L=6.60m 1d12mm Mc160 5 L=3.20m 1d12mm Mc 161 12 L=11.10m 1d12mm Mc130 y 165 5 L=8.10m 1d12mm Mc166 7 L=12.10m 1d12mm Mc130 y 167 10 L=16.60m 1d12mm Mc130 y 168 10 L=2.50m 1d12mm Mc135 L=2.50m 1d12mm Mc135 8 L=2.30m 1d12mm Mc136 L=1.50m 1d12mm Mc132 10 L=16.60m 1d12mm Mc 130 y176 7 1d12mm Mc175 5 L=8.10m 1d12mm Mc174 12 L=11.10m 1d12mm Mc173 10 8 L=2.80m L=1.10m 1d12mm Mc132 L=2.00m 1d12mm Mc131 1d12mm Mc133 L=1.10m 1d12mm Mc131 13 L=2.80m 1d12mm Mc171 27 L=12.00m 1d12mm Mc130 y 172 7 L=6.60m 1d12mm Mc169 8 8 4 12 L=1.10m 1d12mm Mc131 6 5 L=3.20m 1d12mm Mc170 5 1 3 4 5 5 5 5 5 5 A B C D E F 5 5 2 3' 5 5 4 L=1.80m 1d12mm Mc134 L=12.10m 5 1 3 4 5 5 5 5 5 5 A B C D E F 5 5 2 3' 5 5 5 5 I 5 5 I 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 I 5 5 I 5 5 I 5 5 I 5 5 I 5 5 I 5 5 I 5 5 I 5 5 I 5 5 I 5 5 I 5 5 I 5 5 I CADENA CADENA CADENA CADENA CADENA CADENA CADENA CADENA CADENA CADENA CADENA CADENA 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. CIMIENTO H.C. CIMIENTO H.C. 5 L=8.10m 7 L=12.10m 10 L=16.60m 10 L=2.50m L=2.50m 8 L=2.30m L=1.50m 10 L=16.60m 7 L=12.10m 5 L=8.10m 10 6 4 L=1.80m 27 L=9.00m 13 L=2.80m 7 L=6.60m L=2.80m L=1.30m L=1.00m 13 L=2.80m 27 L=9.00m 7 L=6.60m 8 4 12 L=1.00m 6 1 3 4 5 5 5 5 5 A B C D E F 5 5 2 3' 5 5 5 5 13 L=2.65m 10 L=4.30m 10 L=4.30m 13 L=2.65m 5 C D 5 3 3' Esc:............1:100 LOSA TIPO DE Nv. +5.60; +8.30 Esc:............1:100 LOSA TAPAGRADAS Nv. +11.00 6d12mm.Mc 120 a 121 1Ed8mm Mc 123 a.0.075 y .15c/u CORTE TIPO COLUMNAS .20 .30 Esc:............1:15 1d12mm Mc 130 y176 1d12mm Mc175 1d12mm Mc174 1d12mm Mc171 1d12mm Mc130 y 172 1d12mm Mc169 1d12mm Mc166 1d12mm Mc130 y 167 1d12mm Mc130 y 168 1d12mm Mc130 y 164 1d12mm Mc163 1d12mm Mc160 TIPO I (4) 170 d 8 Mc 123 \A1;EST.d8mm. @7.5 y 15cm Mc 123 6d12 Mc 120 5 5 \A1;.025 \A1;.025 24 d 12 Mc 121 24 DE 4.20m # ESTRIBOS= 170 A5-B5-C5-D5 DETALLE Y DISTRIBUCION DE ESTRIBOS EN VIGA TIPO 2 TRASLAPE SUPERIOR EN EL CENTRO TRASLAPE INFERIOR EN APOYOS E d 8 mm @ 7.5 cm E d 8 mm @ 7.5 cm E d\f@GungsuhChe|b0|i0|c129|p49; 8 mm @ 15 cm 0.20 Sin Esc 1/3H 1/3H 1/3H H DETALLE VIGA BANDA 0.20 Sin Esc L/3 L/3 L/3 L 1d8mm @7,5cm Mc135 2d12mm Mc variable 2d12mm Mc variable 3d12mm Mc130 A A 2 1 3d12mm Mc130 1d8mm @7,5cm Mc135 1d8mm @7,5cm Mc135 CADENA INFERIOR LOSA .20 VARIABLE h+.10 1Ea0.15 1Ea0.075 1Ea0.075 1EST d8mm 5 \A1;0.0750 \A1;0.05 H/4 H/2 H/4 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;0.0750 \A1;0.05 1d12mm Mc135 1d12mm Mc135 1d12mm Mc136 1d12mm Mc132 1d12mm Mc132 1d12mm Mc133 1d12mm Mc131 1d12mm Mc131 1d12mm Mc134 Hormigón de 210 Kg/cm2 cimiento corrido de Est. d8mm @0.10 y 0.20 Mc 111 N variable 4d12 Mc110 hormigón ciclópeo 5 5 5 5 12 d 12 Mc 120 4d12 Mc 121 C4-D1-D3'D4 E1-E2-F1-F2 HAMILTON IBUJÉS HAMILTON IBUJÉS

Language	Spanish
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Deck / Patio, Garage, Parking
Tags	apartamento, apartment, appartement, architectural, aufenthalt, autocad, casa, chalet, complete, dwelling unit, DWG, Family, haus, house, Housing, installations, logement, maison, plan, plans, residên, residence, structural, unidade de moradia, villa, wohnung, wohnung einheit