Wall Siding 25m DWG Block for AutoCAD

Wall type enclosure 2.5m long

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

candelaria, scale, ceiling, columns, stirrups of cm, column, seismic hook cm degrees, cm of coating, on all sides, reinforcement detail, stirrups of cm, outer studs, stirrups of cm in the center, cm stirrups of each node, stirrups of, stirrups of, cm of the node, both sides, beam, machones, sill cutting, esc., racing, straps, racing, max. mts., ref. non-structural walls, cut, without esc., cut, esc., second floor structural plant, beam, beam, beam, beam, stirrups of cm, cm of coating, stirrups of cm, cm of coating, stirrups of, stirrups of, stirrups of cm, stirrups of, cm of the node, to the top, architect, landscaping, upper level curb, finished floor level, d: cms., hoops d: cms., beam foundation, mooring beam, insulation in ballast and:, soles in concrete p.s.i. cms., every cms, bars nº, every cms, bars nº, bars nº, beam, w.cl., bedroom, being of t.v., w.c., balcony terrace, beam, receipt, w.c., garden, access, platform, l.b., lp, floor plan:, l.c., beam, stirrups of, cm of the node, both sides, stirrups of, cm of the node, garden, l.c., beam, beam, esc., second floor structural plant, beam, zmachon, variable, lightweight icopor, finished floors, tile, nerve, ceiling, lightweight board cut, scale, in both directions, cm of coating, nerve, joist, seismic hook cm degrees, reinforcement detail, cm of coating, on all sides, columns, stirrups of, stirrups of, structural cover, cm, cm, cm, hook of, cm, hook of, cut, stirrups of, stirrups of, stirrups of, both sides, stirrups of, stirrups of, both sides, stirrups of, stirrups of, stirrups of, stirrups of, classroom, banking, classroom, existing premises, existing premises, coordination, Secretary, wait, director, teacher’s room, fourth toilet, wing, Sponsored links, secretary of public works development, contains: first floor, projects: alfredo bermudez, drawing: jorge rios, ironing board no., address: educational institute simon araujo adequacion sede de dios since god, Sponsored links, secretary of public works development, contains: second floor, projects: alfredo bermudez, drawing: jorge rios, ironing board no., address: educational institute simon araujo adequacion sede de dios since god, banking, classroom, banking, classroom, existing premises, existing premises, coordination, Secretary, wait, director, teacher’s room, fourth toilet, wing, Sponsored links, secretary of public works development, contains: first floor, projects: alfredo bermudez, drawing: jorge rios, ironing board no., address: educational institute simon araujo adequacion sede de dios since god, Sponsored links, secretary of public works development, contains: second floor, projects: alfredo bermudez, drawing: jorge rios, ironing board no., address: educational institute simon araujo adequacion sede de dios since god, banking, you, columns col, of variable, stirrups of cm. cm, cm of coating, detail of slab joists covered, stirrups of, esc. vertical, cubeirta beams, wall in, gypsum board, cm of coating all faces, hook seismic grades. cm, stirrup of, beam, stirrups of, stirrups of, stirrups of, both sides, stirrups of, both sides, stirrups of, both sides, stirrups of, both sides, stirrups of, stirrups of, stirrups of, stirrups of, stirrups of, cm of coating all faces, hook seismic grades. cm, stirrup of, beam, stirrups of, stirrups of, stirrups of, both sides, stirrups of, both sides, stirrups of, both sides, stirrups of, both sides, stirrups of, stirrups of, stirrups of, stirrups of, stirrups of, structural slab, beam, kitchen, general service clerk, Cafeteria, kitchen, general service clerk, Cafeteria, meson, gardener, Department:, direction, draft, proponent, contains:, design:, firm:, signature clerk, scale:, indicated, drawing:, ing. Alvaro, gentleman, general specifications:, all the cocreto is from mpa, flat:, concrete mpa meet with nsr, Usage group, any material in the beams columns., design live load, one test for each wall., moderate energy discipleship ability, mpa meet ntc, pipes can not be soaked, masonry fcu must be made at least, load of finishes: pa. below, mortar of paste: type s., mortar filling: coarse type., quantity, diameter in eighths, long in meters, Alvaro, gentleman, Warrior, civil engineer, specialist in structures, management specialist, construction control, headquarters, detail of:, adequacy, minute of god, magister in civil engineering, Sucre, Educational Institute, sincelejo, mayor of sincelejo, simon araujo, development secretary, municipal, slab

Raw text data extracted from CAD file:

\fArial|b0|i0|c0|p34;CALLE - 32 \fArial|b0|i0|c0|p34;CARRERA - 9 \fArial|b0|i0|c0|p34;CARRERA - 10 \fArial|b0|i0|c0|p34;CARRERA - 10A \fArial|b0|i0|c0|p34;CARRERA - 7A \fArial|b0|i0|c0|p34;CARRERA - 8 CANDELARIA ESCALA ____________________________________ 1:50 CIELO RASO E 1/4" @ 12 cm, L = 1.5 m B1 COLUMNAS A1, A2, A3, B1, B2, B3 ESC._______________________1:20 0.25 18 18 Estribos de 3/8" @ 12 cm COLUMNA D2 0.25 -777.6072570453766 Gancho sismico 135 Grados 8 cm 6 de 5/8" 3 cm de recubrimiento en todas las caras DETALLE DE REFUERZO 0,10 -751.0453024982069 1 de 5/8" L=6 m 1 de 1/2" L=4.5 m 25 cm Estribos de 3/8" @ 16 cm Estribos de 3/8" @ 15 cm MACHONES ESTERIORES Estribos de 3/8" @ 15 cm en el centro Estribos de 3/8" @ 6 cm a 1 m de cada nodo Estribos de 3/8" @ 13 cm Estribos de 3/8" @ 6 cm a 50 cm del nodo ambos lados 5 5 VIGA S= 0.10 x 0.20 5 MACHONES 0.10 x 0.20 M A M P O S T E R I A DESPIECE DE ANTEPECHO ESC. 1 : 25 B L O Q U E E N 4#3 CORRIDAS FLEJES #2 C/10 6 FLEJES #2 C/10 FLEJES #2 C/20 6 FLEJES #2 C/10 5 5 5 4#3 CORRIDAS \A1;.20 \A1;VARIABLE MAX. 2.00 MTS. \A1;.20 \A1;VARIABLE \A1;.20 \A1;.40 2#2 REF. MUROS NO ESTRUCTURALES CORTE A-A C O L U M N A #3 SIN ESC. CORTE B-B A C O L U M N A E N T R E P I S O N E R V I O D E C U B I E R T A B 2#2 #3 C I M E N T A C I O N V I G A D E P L A C A 2#2 2#2 1#3 1#3 1#3 1#3 E N T R E P I S O P L A C A C O L U M N A A 1#3 1#3 C O L U M N A B \A1;2.10 0,75 2,42 3,65 0,60 0,55 0,60 0,66 0,12 0,15 0,12 4,21 2,23 1,80 3,13 4,21 2,88 2,88 1,27 1,63 1,27 0,75 0,75 0,88 0,12 ESC. 1 : 50 PLANTA ESTRUCTURAL DE SEGUNDO PISO -754.1616683426719 A B C D 1 2 3 VIGA A (0.25*0.35) VIGA B (0.25*0.35) VIGA C (0.25*0.35) VIGA D (0.25*0.35) -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 -754.1616683426719 VIGA C (0.20*0.35) VIGA 1 (0.25*0.35) VIGA 2 (0.25*0.35) VIGA 3 (0.25*0.35) VIGA GUARDERA A (0.15*35) VIGA GUARDERA B (0.15*35) VT-1 VT-2 VT-3 VT-3 VT-3 VIGA 1 12 cm 35 cm Estribos de 3/8" @ 15 cm 3 cm de recubrimiento L = 46 cm 12 cm 35 cm Estribos de 3/8" @ 15 cm 3 cm de recubrimiento L = 46 cm Estribos de 3/8" @ 25 cm Estribos de 3/8" @ 15 cm Estribos de 3/8" @ 15 cm Estribos de 3/8" @ 15 cm 1 de 1/2" L=3.0 m 1 de 1/2" L=3.5 m 1 de 1/2" L=4.0 m 1 de 1/2" L=3.2 m 1 de 1/2" L=2.0 m 1 de 1/2" L=2.5 m 1 de 1/2" L=2.5 m 1 de 1/2" L=3.0 m 1 de 1/2" L=2.8 m 2 de 1/2" L=1.2 m Estribos de 3/8" @ 8 cm a 60 cm del nodo 5 1/2" L = Hasta arriba ARQUITECTO \A2;1,057 \A1;4.72 \A1;3.82 \A2;1,5 \A2;0,9 \A2;0,6 \A2;1,057 \A2;0,35 \A2;0,4 \A1;1.50 \A2;0,1 \A2;2,207 \A1;2.50 \A2;0,6 \A2;0,25 \A2;0,5 \A2;0,3 \A2;0,1 \A2;1,2 \A2;0,05 \A2;0,05 \A2;0,25 \A2;0,8 \A2;1,307 \A2;0,707 \A2;0,25 \A2;0,25 \A2;0,643 \A2;0,807 \A2;1,2 793.8029943505103 Cimiento de jardinera 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 N+/ 0.00 NIVEL SUP. DE BORDILLO (del terreno) N+0.50 NIVEL DE PISO TERMINADO 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 12Aros d: 3/8" (8mm) a c/u 10 cms. LD:1mt. 7 Aros d: 3/8" (8mm) a c/u 10 cms. LD:1mt. 7 Aros d: 3/8" (8mm) a c/u 10 cms. LD:1mt. 7 Aros d: 3/8" (8mm) a c/u 10 cms. LD:1mt. 5 Aros d: 3/8" (8mm) a c/u 10 cms. LD:1mt. VIGA DE AMARRE CIMIENTOS 0.25 X 0.25 VIGA DE AMARRE SOBRECIMIENTOS 0.25 x 0.25. 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 793.8029943505103 Aislante en Balasto e: 5cms. Solado en concreto 1.500 p.s.i. e:5 cms. 793.8029943505103 \A2;0,25 \A2;1,2 \A2;1,2 \A2;1,2 \A2;0,25 \A2;1,2 \A2;0,35 \A2;0,35 \A2;0,601 \A2;0,425 \A2;0,425 \A2;0,25 \A2;0,25 \A2;1,2 \A2;1,2 800.6671520934323 800.6671520934323 800.6671520934323 800.6671520934323 a cada 15.5 cms 8 Barras Nº 4 (1/2" leg) Ó (12.7 mm). a cada 15.5 cms 8 Barras Nº 4 (1/2" leg) Ó (12.7 mm). 800.6671520934323 800.6671520934323 6 Barras Nº 4 (1/2"leg) Ó (12.7 mm). 800.6671520934323 800.6671520934323 800.6671520934323 800.6671520934323 800.6671520934323 800.6671520934323 800.6671520934323 800.6671520934323 800.6671520934323 \A2;0,15 \A2;0,2 -126.0735479473761 -126.0735479473761 \A2;0,4 \A2;0,1 \A2;0,5 \A2;0,03 \A2;0,09 -124.3825959030836 -124.3825959030836 -124.3825959030836 -124.3825959030836 -124.3825959030836 \A2;0,2 \A2;0,1 -134.5001035352151 -134.5001035352151 0,25 0,25 0,19 0,07 465.1415289610514 465.1415289610514 465.1415289610514 465.1415289610514 0,25 0,25 0,19 0,07 463.3384491647778 463.3384491647778 463.3384491647778 463.3384491647778 0,25 0,25 0,19 0,07 463.3384491647778 463.3384491647778 463.3384491647778 463.3384491647778 180,0000000° 836.9505214881975 VIGA 8 0,96 2,75 -717.4313920112409 -717.4313920112409 2 de 7/8" L=5 m E N NW SW NE SE S W \A1;5.480 \A1;4.000 \A1;5.380 \A1;1.840 \A1;3.505 \A1;3.625 \A1;1.500 \A1;3.500 \A1;1.500 \A1;4.650 \A1;1.480 \A1;3.290 \A1;3.690 \A1;1.960 \A1;1.630 \A1;4.080 \A1;5.000 \A1;5.330 \A1;4.000 \A1;1.500 \A1;1.500 W.Cl. W.Cl. Alcoba 1 Alcoba 2 Alcoba 3 Estar de T.V. w.c. w.c. -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 -724.8986220950901 Terraza Balcon Terraza Balcon Terraza Balcon Terraza Balcon Terraza Balcon -724.8986220950901 -724.8986220950901 A' VIGA GUARDERA (0.15 x 0.35) \A1;5.220 \A1;4.500 \A1;4.000 \A1;3.020 \A1;7.540 \A1;5.340 \A1;5.220 \A1;6.000 \A1;2.740 \A1;2.300 \A1;2.200 \A1;21.000 \A1;28.000 \A1;0.600 \A1;7.350 \A1;6.110 \A1;8.850 \A1;5.220 \A1;9.600 \A1;3.880 \A1;2.740 \A1;2.300 \A1;21.000 \A1;2.080 \A1;0.600 \A1;10.540 \A1;3.500 \A1;4.000 \A1;4.852 \A1;1.642 \A1;2.860 \A1;2.740 \A1;6.500 \A1;1.000 \A1;11.160 \A1;7.350 \A1;4.120 \A1;1.400 \A1;4.030 \A1;1.000 \A1;7.080 \A1;1.000 \A1;4.420 \A1;3.600 \A1;2.150 \A1;2.180 \A1;1.200 \A1;16014.075 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 \W4.14831; Recibo w.c. \W4.43403; Jardin -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 -757.2474036498712 \W4.10070; Acceso -757.2474036498712 \W4.48165; Anden -757.2474036498712 \W5.24355; L.B. \W5.24355; L.P. \W1.82581; PLANTA ARQUITECTONICA 1er. \W1.82581; PISO \W7.84711; esc: 1---------100 \W5.24355; L.C. -757.2474036498712 -757.2474036498712 A A' VIGA 5 D-E 2 de 7/8" L=6 m Estribos de 3/8" Estribos de 3/8" @ 10 cm a 60 cm del nodo ambos lados @ 15 cm Estribos de 3/8" @ 10 cm a 60 cm del nodo \W4.43403; Jardin \W5.24355; L.C. A VIGA 1 2 de 3/4" L=3 m 2 de 3/4" L=6 m 1 4 VIGA A (0.3 x 0.30) ESC. 1 : 50 PLANTA ESTRUCTURAL DE SEGUNDO PISO VIGA E (0.3 x 0.35) ZMachon 0.40 0.07 Variable 0.35 ALIGERANTE ICOPOR PISOS Y ACABADOS LOSETA NERVIO CIELO RASO CORTE DE PLACA ALIGERADA ESCALA VERTICAL____________________ 1:20 5 5 5 0.15 5 0.15 1 1/4" @ 30 cm, en ambas direcciones 2.5 cm de recubrimiento NERVIO 2 de 5/8" L=4.0 m 2 de 5/8" L=3.0 m 2 de 5/8" L=3.5 m 2 de 5/8" L=3.5 m VIGUETA 17 (#1) 0.30 0.30 -877.301230272752 Gancho sismico 135 Grados 8 cm 6 de 5/8" DETALLE DE REFUERZO 25 cm 25 cm 3 cm de recubrimiento en todas las caras 1 @ 3/8". L = 1.3 m COLUMNAS B`2, B4 y G6 Estribos de 3/8" @ 15 cm Estribos de 3/8" CUBIERTA ESTRUCTURAL 2 de 7/8" L=4.6 m Ya 2,10 1,65 0,20 0,15 0,15 0,20 1 de 3/8" @ 20 cm L=3.3 m 1 de 1/2" @ 20 cm L=3.3 m 0,10 1 de 1/2" @ 20 cm Gancho de 0.7 m 1 de 1/2" @ 20 cm Gancho de 0.8 m L= 3 m L= 3 m CORTE A-A` Estribos de 3/8" @ 9 cm 2 de 5/8" L=5.5 m 2 de 5/8" L=6.0 m 2 de 5/8" L=6.0 m 2 de 5/8" L=6.0 m 2 de 5/8" L=6.0 m 2 de 5/8" L=2.6 m Estribos de 3/8" @ 9 cm Estribos de 3/8" Ambos lados @ 9 cm Estribos de 3/8" @ 18 cm Estribos de 3/8" Ambos lados @ 9 cm Estribos de 3/8" @ 9 cm Estribos de 3/8" @ 18 cm Estribos de 3/8" @ 18 cm 1 2 3 4 Estribos de 3/8" @ 9 cm 1 2,3 1,75 2 1,15 1,43 0,8 2,18 5,55 1,25 1,75 R1,54 2,2 144° R1,54 144° 126° 2,15 2,19 134° 3,61 1 1,1 3,3 2,45 0,7 1,9 3 1,4 4,2 1,75 1,15 R0,34 0,8 1,4 1 1,45 4,85 8 0,75 2 0,75 1,11 8 3,2 1,75 2,21 1,58 0,5 90° R1,54 144° 3,17 1,5 -844.6764347408405 AULA DE CLASE BANCA S AULA DE CLASE -844.6764347408405 -844.6764347408405 LOCALES EXISTENTES S -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 LOCALES EXISTENTES -844.6764347408405 -844.6764347408405 -844.6764347408405 COORDINACION SECRETARÍA ESPERA DIRECTORA SALA DE PROFESORES CUARTO ASEO ALAR WC WC -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 V3= 2x1.2 V4= 2x1.2 V5= 3.8x1.2 V7= 3.8x5 V8= 2x1.2 V9= 2x1.2 V1= 1.15x0.30 V5= 3.5x1.2 -844.6764347408405 -844.6764347408405 -844.6764347408405 V2= 1.15x0.30 V7= 2x1.2 V6= 2x1.2 V3= 2x1.2 V4= 2x1.2 V1= 1.15x0.30 V6= 3.05x1.2 V5= 3.8x1.2 V2= 1.15x0.30 -844.6764347408405 PROYECTO ALCALDIA DE SINCLEJO SECRETARIA DE DESARROLLO Y OBRAS PUBLICAS CONTIENE: PRIMERA PLANTA PROYECTA: ALFREDO BERMUDEZ DIBUJO: JORGE RIOS PLANCHA No. 01 DIRECCION: INSTITUTO EDUCATIVO SIMON ARAUJO - ADECUACION SEDE MINUTO DE DIOS - SINCELEJO PROYECTO ALCALDIA DE SINCLEJO SECRETARIA DE DESARROLLO Y OBRAS PUBLICAS CONTIENE: SEGUNDA PLANTA PROYECTA: ALFREDO BERMUDEZ DIBUJO: JORGE RIOS PLANCHA No. 02 DIRECCION: INSTITUTO EDUCATIVO SIMON ARAUJO - ADECUACION SEDE MINUTO DE DIOS - SINCELEJO -844.6764347408405 -844.6764347408405 -844.6764347408405 BANCA -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 V10= 1.5x1.2 -844.6764347408405 -844.6764347408405 2,3 1,75 2 1,15 1,43 0,8 2,18 5,55 1,25 1,75 R1,54 2,2 144° R1,54 144° 126° 2,15 2,19 134° 3,61 1 1,1 3,3 2,45 0,7 1,9 3 1,4 4,2 1,75 1,15 R0,34 0,8 1,4 1 1,45 4,85 8 0,75 2 0,75 1,11 8 3,2 1,75 2,21 1,58 0,5 90° R1,54 144° 3,17 1,5 -844.6764347408405 AULA DE CLASE BANCA S AULA DE CLASE -844.6764347408405 -844.6764347408405 LOCALES EXISTENTES S -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 LOCALES EXISTENTES -844.6764347408405 -844.6764347408405 -844.6764347408405 COORDINACION SECRETARÍA ESPERA DIRECTORA SALA DE PROFESORES CUARTO ASEO ALAR WC WC -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 V3= 2x1.2 V4= 2x1.2 V5= 3.8x1.2 V7= 3.8x5 V8= 2x1.2 V9= 2x1.2 V1= 1.15x0.30 V5= 3.5x1.2 -844.6764347408405 -844.6764347408405 -844.6764347408405 V2= 1.15x0.30 V7= 2x1.2 V6= 2x1.2 V3= 2x1.2 V4= 2x1.2 V1= 1.15x0.30 V6= 3.05x1.2 V5= 3.8x1.2 V2= 1.15x0.30 -844.6764347408405 PROYECTO ALCALDIA DE SINCLEJO SECRETARIA DE DESARROLLO Y OBRAS PUBLICAS CONTIENE: PRIMERA PLANTA PROYECTA: ALFREDO BERMUDEZ DIBUJO: JORGE RIOS PLANCHA No. 01 DIRECCION: INSTITUTO EDUCATIVO SIMON ARAUJO - ADECUACION SEDE MINUTO DE DIOS - SINCELEJO PROYECTO ALCALDIA DE SINCLEJO SECRETARIA DE DESARROLLO Y OBRAS PUBLICAS CONTIENE: SEGUNDA PLANTA PROYECTA: ALFREDO BERMUDEZ DIBUJO: JORGE RIOS PLANCHA No. 02 DIRECCION: INSTITUTO EDUCATIVO SIMON ARAUJO - ADECUACION SEDE MINUTO DE DIOS - SINCELEJO -844.6764347408405 -844.6764347408405 -844.6764347408405 BANCA -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 -844.6764347408405 V10= 1.5x1.2 -844.6764347408405 -844.6764347408405 VCE COLUMNAS 30 X 30 COL 1 de 1/2" L= Variable 1 de 1/2" L= Variable 10 cm 25 cm Estribos de 3/8" @ 11 cm. L = 35 cm 3 cm de recubrimiento DETALLE DE VIGUETAS DE LOSA CUBIERTA Estribos de 3/8" @ 11 cm ESC. VERTICAL 1 : 50 VIGAS DE CUBEIRTA MURO EN LAMINAS DE YESO 2 de 3/4" L=6.0 m 2 de 3/4" L=4.0 m 2 de 3/4" L=2.5 m 2 de 3/4" L=6.0 m 2 de 3/4" L=6.0 m 2 de 3/4" L=6.0 m 2 de 3/4" L=6.0 m 2 de 3/4" L=4.5m 2 de 3/4" L=3.0 m 2 de 3/4" L=4.5 m 3 cm de recubrimiento todas las caras Gancho sismico 135 Grados. 15 cm 30 cm 40 cm 25 cm 35 cm Estribo de 3/8" L=1.5 m VIGA D Estribos de 3/8" @ 8 cm Estribos de 3/8" @ 8 cm Estribos de 3/8" Ambos lados @ 8 cm Estribos de 3/8" Ambos lados @ 8 cm Estribos de 3/8" Ambos lados @ 8 cm Estribos de 3/8" Ambos lados @ 8 cm Estribos de 3/8" @ 17 cm Estribos de 3/8" @ 17 cm Estribos de 3/8" @ 17 cm Estribos de 3/8" @ 17 cm Estribos de 3/8" @ 17 cm 2 de 3/4" L=6.0 m 2 de 3/4" L=4.0 m 2 de 3/4" L=2.5 m 2 de 3/4" L=6.0 m 2 de 3/4" L=6.0 m 2 de 3/4" L=6.0 m 2 de 3/4" L=6.0 m 2 de 3/4" L=4.5m 2 de 3/4" L=3.0 m 2 de 3/4" L=4.5 m 3 cm de recubrimiento todas las caras Gancho sismico 135 Grados. 15 cm 30 cm 40 cm 25 cm 35 cm Estribo de 3/8" L=1.5 m VIGA D Estribos de 3/8" @ 8 cm Estribos de 3/8" @ 8 cm Estribos de 3/8" Ambos lados @ 8 cm Estribos de 3/8" Ambos lados @ 8 cm Estribos de 3/8" Ambos lados @ 8 cm Estribos de 3/8" Ambos lados @ 8 cm Estribos de 3/8" @ 17 cm Estribos de 3/8" @ 17 cm Estribos de 3/8" @ 17 cm Estribos de 3/8" @ 17 cm Estribos de 3/8" @ 17 cm 2 de 3/4" L=2.5 m LOSA ESTRUCTURAL VIGA 4 (0.3 x 0.40) \A1;1.300 \A1;0.525 \A1;1.000 \A1;1.300 \A1;1.000 \A1;2.850 \A1;3.000 \A1;0.825 \A1;0.808 \A1;0.750 \A1;0.825 \A1;1.305 \A1;1.909 \A1;4.369 \A1;1.080 \A1;1.372 \A1;0.600 \A1;1.326 \A1;2.431 \A1;0.600 \A1;2.668 \A1;1.000 \A1;1.000 \A1;0.000 \A1;R1.240 \A1;1.281 \A1;1.200 COCINA OFICNA DE SERVICIOS EN GENERAL 1.300000000000011 2.850000000000023 5 0.8249999999999886 5 1.0 0.8075479040841174 0.75 0.8249999999999318 5 CAFETERIA 1.305447373007382 5 4.369183905570935 1.080000000000041 1.371514756204647 0.6000000000000227 1.325712766432389 1.0 2.430816094428906 0.6000000000000227 2.667741935483832 5 1.0 5 5 5 1.199999999999932 1.5 COCINA OFICNA DE SERVICIOS EN GENERAL 0.8249999999999886 5 1.100000000000023 2.0 1.100000000000023 5 7.5 0.0 4.949902540617472 0.75 CAFETERIA MESON 1.080000000000041 1.371514756204647 1.0 0.6000000000000227 2.430816094428906 5 1.199999999999932 JARDINERA 01 \A1;0.525 \A1;2.000 \A1;1.800 \A1;0.825 \A1;1.100 \A1;1.100 \A1;7.500 \A1;0.000 \A1;4.950 \A1;0.750 \A1;1.080 \A1;1.372 \A1;1.000 \A1;0.600 \A1;2.431 \A1;R1.240 \A1;1.200 \A1;1.500 DEPARTAMENTO: DIRECION : PROYECTO PROPONENTE CONTIENE: DISEÑO: FIRMA: FIRMA SECRETARIO ESCALA: INDICADAS DIBUJO: ING. ALVARO CABALLERO ESPECIFICACIONES GENERALES: Todo el cocreto es de 21.1 MPa PLANO: No * * * * * * * Concreto F'c= 21 MPa y cumplir con C.5.6. NSR - 98 Grupo de uso I cualquier material en las vigas y columnas. Carga viva de diseño = 200 KN/m2 un (1) ensayo por cada 200 M2 de muro. Capacidad de discipación de energía moderada (D.M.O.) Fy= 420 MPa ø > 3/8" y cumplir NTC 2289 (ASTM A 706) No se pueden embeber conductos y tuberias ó camisas de Mamposteria Fcu = 5 MPa; se deben realizar por lo menos Carga de acabados: 1500 Pa. (Arriba y/o debajo placa) * * Mortero de pega: Tipo S. 1-3 Mortero de relleno: Tipo grueso. 1-3 * Cantidad Diámetro en octavos Long. en metros 2 # 4 L = 2.0 ALVARO CABALLERO GUERRERO INGENIERO CIVIL ESPECIALISTA EN ESTRUCTURAS ESPECIALISTA EN GERENCIA Y CONTROL DE LA CONSTRUCCION SEDE DETALLE DE: ADECUACION MINUTO DE DIOS MAGISTER EN INGENIERIA CIVIL SUCRE INSTITUTO EDUCATIVO SINCELEJO ALCALDIA DE SINCELEJO SIMON ARAUJO SECRETARIA DE DESARROLLO MUNICIPAL LOSA Y ESCALERA AGREGADO MAXIMO: COLUMNAS= RECUBRIMIENTO: CIMENTACION= TANQUES= ZAPATAS= COLUMNAS= LOSA= VIGAS= 4.00 3.00 7.50 3.50 ( cm ) 240 Mpa 3/4" 3/4" 3/4" 1" 1/4 y 3/8 fy = 1/2 a 1 1/4" fy = VIGUETAS 420 Mpa REFUERZO: VIGAS RIOSTRAS VIGAS GUARDERAS MUROS NO ESTRUCTURALES CUBIERTA ESTRUCTURAL 3er PISO REFUERZO VIGA CIMIENTO VIGUETA 2 (0.12*0.30) 2,42 0,97 3,59 2,59 1,33 4,25 3,00 1,13 2,98 0,62 0,62 0,62 0,63 1,05 0,12 0,10 2,75 0,80 0,74 0,76 1,29 1,05 0,25 0,12 0,12 0,12 1,72 1,40 0,76 0,76 0,12 1,05 0,90 0,25 0,69 0,69 0,12 0,12 0,68 0,69 0,70 0,70 0,12 0,12 0,12 3,00 0,90 0,50 0,43 0,10 0,15 C D E F G 1 4 5 5 3.585000000000036 2.585000000000036 2.414999999999964 1.325000000000045 4.25 3.0 1.125 5 0.6200000000000045 0.6199999999999761 5 0.6299999999999955 1.049999999999983 0.1200000000000045 0.0999999999999659 2.75 0.7999999999998408 0.7400000000000091 0.7599999999999909 1.2897936977688 1.049999999999955 0.25 0.1200000000000045 0.1200000000000045 0.1200000000000045 1.716621211182058 1.402223793806343 0.7599999999999909 0.7599999999998772 5 1.050000000000011 0.9000000000000057 0.2499999999998863 0.6900000000000546 0.6899999999999409 5 0.1200000000000045 0.67999999999995 0.6899999999999409 0.6999999999999318 5 0.1200000000000045 0.1200000000000045 0.1200000000000045 0,25 0,12 3.0 0.9000000000000057 0.5 0.42999999999995 0.0999999999999943 0.1500000000000057 0,20 ESC. 1 : 50 PLANTA ESTRUCTURAL DE LOSA DE 2do PISO VIGUETA 4 (0.12*0.30) VIGUETA 4 (0.12*0.30) VIGUETA 5 (0.12*0.30) VIGUETA 4 (0.12*0.30) VIGUETA 4 (0.12*0.30) VIGUETA 6 (0.12*0.30) VIGUETA 6 (0.12*0.30) VIGUETA 6 (0.12*0.30) VIGUETA 7 (0.12*0.30) Línea de Construcción (Paramento) Esc. 1:50 Planta Arquitectónica Piso 1 B 0.70 2.10 0.70 0.40 2.10 0.80 1.00 1.10 2.10 1.00 1.20 1.30 2.10 1.00 Acceso Vehícular 3 2 1 A B C Alcoba Servicio Anden Comedor Terraza Sala Patio Social Cocina Garaje Antejardín Antejardín Anden S S S S S S S B B Línea de Anden Línea de Propiedad Línea de Bordillo Línea de Anden Línea de Propiedad Línea de Bordillo Línea de Construcción (Paramento) 1 2 3 4 5 6 7 8 N+0.18 N±0.00 N+0.18 N+0.36 N+0.36 N+0.18 N+0.36 N+0.36 N+0.36 N+0.36 N+0.18 N+0.30 N-0.30 A A 5,00 4,55 7,50 mts 7,20 ,15 ,15 4,25 3,00 ,15 ,15 3,10 ,10 3,15 16,00 mts ,15 ,15 ,10 ,40 ,10 ,90 ,10 3,70 ,10 ,10 1,25 1,25 ,15 1,00 ,30 ,30 ,30 ,30 ,30 ,30 ,30 ,80 ,35 ,10 1,75 3,00 ,15 ,15 ,10 1,15 ,10 2,85 ,15 1,05 ,10 2,95 2,30 4,45 4,90 4,90 ,10 4,45 ,25 1,50 ,10 ,10 1,10 3,70 ,10 ,10 ,30 ,10 ,60 ,10 1,40 ,10 3,70 ,10 ,60 ,10 ,10 3,05 ,10 3,70 ,15 ,10 1,10 0.70 2.10 1.00 0.40 B Estudio 2.10 0.80 1.60 1.10 Terraza 0.70 1.10 2.10 1.00 3 2 1 A B C Cubierta en Lámina Ondulada de Eternit Pend. 27% 5.0 4.549999999999955 7.5 7.199999999999989 5 5 4.25 3.0 1.249999999999886 1.249999999999915 5 1.0 5 0.3000000000000114 0.3000000000000114 0.3000000000000114 0.2999999999999829 0.2999999999999829 0.3000000000000114 0.3000000000000114 0.7999999999999545 0.3500000000000227 5 1.75 3.0 5 5 5 1.150000000000006 5 2.849999999999994 5 5 3.099999999999994 1.050000000000011 5 2.950000000000017 2.299999999999955 4.450000000000045 4.899999999999977 4.899999999999977 5 4.449999999999932 0.25 5 5 5 1.099999999999909 5 3.700000000000045 5 5 0.3000000000000682 5 0.6000000000000227 5 1.399999999999977 5 5 5 5 5 5 3.050000000000239 5 3.700000000000045 3.150000000000063 Planta Arquitectónica Altillo 1 2 3 4 5 6 7 8 15 14 13 12 11 10 9 16 N+6.26 N+6.26 N+6.26 N+6.26 5 5 5 B B A A 5 5 5 5 0.3999999999999773 5 0.8999999999999773 5 3.699999999999932 5 5 1,00 3,45 1,00 5,35 ,10 4,55 2,13 1,00 1,00 4,25 3,00 2,95 ,15 1,00 ,15 4,25 3,25 3,15 ,10 3,45 1,00 2,00 1,15 3,30 1,00 1,00 16,00 mts Línea de Construcción (Paramento) Planta Arquitectónica Piso 1 B 2.10 1.00 Acceso Vehícular 3 A B C Anden Terraza Antejardín Antejardín Anden S S S S -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 Línea de Anden Línea de Propiedad Línea de Bordillo Línea de Anden Línea de Propiedad Línea de Bordillo Línea de Construcción (Paramento) -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 -886.609535838248 N+0.18 N±0.00 N+0.18 N+0.36 N+0.30 N-0.30 -886.609535838248 VIGA CANAL ZM COL 1 \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; L C \A1;0.90 \A1;0.10 \A1;0.90 B -949.1582411471124 -949.1582411471124 -949.1582411471124 A B C D E F A B C D E F 2 1 3 4 5 6 7 8 1 3 2 7 6 8 REVISO: FECHA: DIBUJO: FECHA: ACERIAS DE COLOMBIA-ACESCO & CIA S.C.A LINEA REVISION APROBO: FECHA: \Fsimplex.shx;ESTE PLANO Y TODA SU INFORMACION ES PROPIEDAD DE ACESCO S.A. SU USO ESTA REGLAMENTADO POR LA LEGISLACION SOBRE PROPIEDAD INTELECTUAL. NO SE USE NI COPIE SIN LA RESPECTIVA AUTORIZACION. AutoCAD R14 SECCION PLANO NUM. REV ESCALA PROYECTO / PAG 0 0 0 0 0 0 0 0 0 0 1 - 1 1 DE 1 DEIBIS SILVERA A. DD/MM/AA FECHA DESCRIPCION REVISÓ DIBUJÓ 1,51 5,42 3,90 0,87 3,14 2,91 3,99 3,14 0,76 -922.6024141179951 -922.6024141179951 -922.6024141179951 -922.6024141179951 -922.6024141179951 -922.6024141179951 -922.6024141179951 -922.6024141179951 -922.6024141179951 C D E 1 2 3 0.30 0.30 -934.7373838249296 Gancho sismico 135 Grados 13 cm 6 Varillas de 5/8" DETALLE DE REFUERZO 24 cm 24 cm 3 cm de recubrimiento en todas las caras 1 3/8". L = 1.26 m COLUMNA D2 1 METALDECK 2" x 3.8m (0.75mm) Cal.22 3 cm de recubrimiento todas las caras Gancho sismico 135 Grados. 12 cm 25 cm 35 cm 20 cm 28 cm Estribo de 3/8" L=1.2 m ??_???_01 CONSTRUCCION PLACA PARQUE FORD L C 1/4 y 3/8 fy = 240 Mpa 1/2 a 1 1/4" fy = 420 Mpa REFUERZO: AGREGADO MAXIMO: LOSA Y ESCALERA ZAPATAS= COLUMNAS= TANQUES= 3/4" 3/4" 3/4" 1" COLUMNAS= RECUBRIMIENTO: CIMENTACION= VIGAS= LOSA= 4.00 3.00 3.50 ( cm ) 7.50 -936.1767277253031 -936.1767277253031 D DETALLE GANCHO DE 90º NSR-98 C.7.1 DIBUJO: ING. LUIS EDUARDO CERVANTES DIMENSIONES DE LOS GANCHOS ESTANDAR Y LONGITUDES DE TRASLAPOS PARA CADA BARRA Barra # L(cm) D(cm) C(cm) Log Traslapo(m) 4 25 3,8 20 0,60 5 30 4,8 25 0,70 6 35 5,7 30 0,85 7 40 6,7 35 1,25 CEMENTERIO MPAL. \fArial|b0|i0|c0|p34;Concentraciòn Simòn Araujo \fArial|b0|i0|c0|p34;Policarpa Salavarrieta \fArial|b0|i0|c0|p34;INDES \fArial|b0|i0|c0|p34;PARQUE SANTANDER \fArial|b0|i0|c0|p34;Gimnasio los Angeles \fArial|b0|i0|c0|p34;Clinica de Maternidad las Peñitas \fArial|b0|i0|c0|p34;Hospital San Francisco de Asis \fArial|b0|i0|c0|p34;Catedral San Francisco de Asis \fArial|b0|i0|c0|p34;El Liceo Panamericano \fArial|b0|i0|c0|p34;Colegio Antonio Ricaurte \fArial|b0|i0|c0|p34;Club Rotario \fArial|b0|i0|c0|p34;Escuela Francisco de Paula Santander BOSQUE PETACA PETACA CHARCONCITO 7 DE AGOSTO SAN ANTONIO LA PALMA AV. LAS PENITAS CEMENTERIO MPAL. AV. LAS PENITAS \fArial|b0|i0|c0|p34;CALLE - 22 \fArial|b0|i0|c0|p34;CALLE - 21 \fArial|b0|i0|c0|p34;CALLE - 20 \fArial|b0|i0|c0|p34;CALLE - 19 \fArial|b0|i0|c0|p34;CALLE - 18 \fArial|b0|i0|c0|p34;CALLE - 14 \fArial|b0|i0|c0|p34;CARRERA - 20 \fArial|b0|i0|c0|p34;CARRERA - 21 \fArial|b0|i0|c0|p34;CALLE - 20 \fArial|b0|i0|c0|p34;CARRERA - 22 \fArial|b0|i0|c0|p34;CARRERA - 23 \fArial|b0|i0|c0|p34;CARRERA - 24 \fArial|b0|i0|c0|p34;CARRERA - 25 \fArial|b0|i0|c0|p34;CARRERA - 25A \fArial|b0|i0|c0|p34;CARRERA - 25B \fArial|b0|i0|c0|p34;CARRERA - 27 \fArial|b0|i0|c0|p34;CARRERA - 22 \fArial|b0|i0|c0|p34;CARRERA - 24 \fArial|b0|i0|c0|p34;CARRERA - 26 \fArial|b0|i0|c0|p34;CALLE - 19 \fArial|b1|i0|c0|p34;N MURO 0.15 ZAPATA CORRIDA EN T INVERTIDA ZAPATA CORRIDA EN T INVERTIDA 10E#3 @10cm 10E#3 @10cm 10E#3 @20cm Gancho sísmico 135°, de 13 cm 1,00 1,55 2,50 2,00 1,00 0,20 0,30 0,20 0,30 0,80 0,80 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 1,90 125,00 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 1,90 387,75 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 2,50 TERRENO NATURAL 5 5 5 5 4 de 3/8" 8 cm 12 cm Recubrimiento de 4 cm. Todas las caras Gancho sísmico 135º Estribos de 3/8" L = 0.72 m @ 10 cm. 4 de 3/8" VIGA DE SOBRENIVEL 0.15 X 0.20 3 cm de recubrimiento en todas las caras MACHONES-COLUMNAS Gancho sismico 135 Grados 13 cm 9 cm 14 cm 1 3/8". L = 0.72 m 0.20 MALLA ESLABONADA 15 Aros d: 3/8" (8mm) a c/u 10 cms. CONCERTINA DE SEGURIDAD MURO EN BLOQUE ABUZARDADO VIGA CIMENTACION EN CONCRETO CICLOPEO 30X30 CM 24 Aros d: 3/8" (8mm) a c/u 10 cms. TUBO GALVANIZADO 2 1/2" ZAPATA 80X80X30 CM 5 5 5 5 5 0.15 4 de 1/2" 5 5 5 Var 1/2" ambos sentidos Recubrimiento de 7 cm 5 15 Aros d: 3/8" (8mm) a c/u 10 cms. 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 5 5 15 Aros d: 3/8" (8mm) a c/u 10 cms. 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 5 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. 5 24 Aros d: 3/8" (8mm) a c/u 10 cms. CERRAMIENTO TIPO DISEÑO:\H1.8571x; ARQ.:\H1.8571x; DIGITÓ:\H1.8571x; CONTIENE:\H1.8571x; VISTA FRONTAL Y DETALLES ESCALA:\H1.8571x; FECHA:\H1.8571x; ARCHIVO:\H1.8571x; \U+2116\H1.3154x; \fArial|b0|i0|c0|p34;\H0.7602x;DE \H1x;PLANOS:\fArial|b1|i0|c0|p34;\H1.8571x; 1:50 JULIO 2.014. AutoCAD 2.000.\H1.3x; PLANO 1 DE 1 DIEGO PARRA\H1.3x; OBSERVACIONES:

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features	Deck / Patio, Garden / Park
Tags	autocad, block, brick walls, constructive details, DWG, enclosure, long, mur de briques, panel, parede de tijolos, partition wall, siding, type, wall, ziegelmauer

DWG_Blocks

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