Villatarel Project DWG Full Project for AutoCAD

Housing three plants -Located in Bucaramanga – Designed under Colombian flags – NSR 98 – High seismic risk – Foundation – Lightened system of plates on 2 levels and wooden cover – Located in Floridablana – Metropolitan area of Bucaramanga

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

stirrups, bar no., diameter, main reinforcement, minimum dimensions for standard hooks, longitudinal reinforcement, detail covered in wood, clay tile, simple decking, wooden strap, wooden elements, wooden beam, beam, plate, bolt anchor, column, plans and constructions, data of the property, owners, design, milton rodrigo camacho perez, content of the plan, address, property number, real estate registration, edelmira fajardo, villa tarel, arq. jose fernando pinilla serrano, if god is with us, who against us, public deed, date of registration, date, shift, notary only of the piedecuesta circle, registry office of public instruments of piedecuesta, tel: ___________, scale, indicated, vcim, architect, jose fernando pinilla serrano, va.bc, type beam section, type column, joist section, brace, lightening cassette, detail plate, lower frieze, general detail of columns, concrete, brick or concrete block, masonry, specifications , in inches, reinforcing steels, wood, structural system, des, minimum energy dissipation capacity, use, housing, type shoes, axes, wooden beam support scheme, screed, deepen with cyclopean concrete to competent floor level, vde , vaux, auxiliary beam section, with this part, alternate rods, vb

Raw text data extracted from CAD file:

2 2 2 2 1 1 ESTRIBOS BARRA No. D DIAMETRO DEL DOBLEZ (cm) E EXTENSION (cm) BARRA No. D DIAMETRO DEL DOBLEZ (cm) E EXTENSION (cm) b \A1;D DIAMETRO LONGITUDES DE TRASLAPO (cm) 3 4 60 5 70 6 85 7 125 8 140 #2 ( 1 4 ) 3.80 6.50 #3 ( 3 8 5.70 6.50 #4 ( 1 2 ) 7.62 6.50 #5 ( 5 8 9.50 6.50 #6 ( 3 4 ) 11.50 7.60 #7 ( 7 8 ) 13.30 8.90 #8 (1) 15.20 10.20 #9 (1 1 8 ) 22.90 11.40 #10 (1 3 8 25.40 12.70 #11 (1 1 4 27.90 14.00 REFUERZO PRINCIPAL BARRA No. D DIAMETRO DEL DOBLEZ (cm) E EXTENSION (cm) D DIMENSIONES MÍNIMAS PARA GANCHOS ESTANDAR #2 ( 1 4 ) 3.80 7.70 #3 ( 3 8 ) 5.70 11.40 #4 ( 1 2 ) 7.60 15.20 #5 ( 5 8 ) 9.50 19.00 #6 ( 3 4 ) 11.40 22.90 #7 ( 7 8 ) 13.30 26.60 #8 (1) 15.20 30.50 #9 (1 1 8 ) 22.90 34.30 #10 (1 1 4 ) 25.40 38.20 #11 (1 3 8 ) 27.90 41.90 #2 ( 1 4 2.60 7.5 #3 ( 3 8 3.80 7.5 #4 ( 1 2 5.10 7.60 #5 ( 5 8 6.40 9.50 REFUERZO LONGITUDINAL #2 a #8 6d b #9 a #11 8d b 90° E 4d b D E 45 D E b b #2 a #8 6d #9 a #11 8d ) ) ) ) ) ) ) ) \A1;0.15 \A1;0.15 \A1;4.45 \A1;4.05 \A1;3.04 \A1;2.26 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\A1;2.45 \A1;0.05 \A1;0.98 \A1;1.86 \A1;0.70 \A1;0.20 \A1;0.15 \A1;0.44 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;4.05 \A1;4.45 \A1;2.45 \A1;0.25 \A1;0.05 \A1;0.42 \A1;2.45 \A1;0.25 \A1;0.05 \A1;0.05 \A1;2.45 \A1;0.70 \A1;2.26 \A1;0.70 \A1;0.07 \A1;2.26 \A1;3.04 \A1;2.26 \A1;4.05 \A1;4.45 \A1;0.70 \A1;0.70 \A1;0.30 \A1;0.25 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.10 \A1;0.25 \A1;0.50 \A1;0.10 \A1;0.200 \A1;0.050 \A1;0.10 \A1;4.45 \A1;4.05 \A1;3.04 \A1;2.26 \A1;0.07 \A1;0.05 \A1;1.50 \A1;1.50 \A1;1.30 \A1;1.20 \A1;1.30 \A1;1.50 \A1;1.50 \A1;1.30 \A1;1.20 \A1;1.20 \A1;1.50 \A1;1.00 \A1;1.30 \A1;1.50 \A1;1.00 \A1;1.50 \A1;1.50 \A1;1.20 \A1;0.85 \A1;0.30 \A1;0.50 \A1;0.10 \A1;0.50 \A1;0.10 \A1;1.32 \A1;0.30 \A1;1.96 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.35 \A1;0.10 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;1.32 \A1;0.30 \A1;0.30 \A1;0.45 \A1;0.15 \A1;0.09 \A1;3.00 \A1;0.09 \A1;2.28 \A1;0.09 \A1;3.04 \A1;0.25 \A1;0.30 \A1;0.25 \A1;0.30 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.70 \A1;1.15 \A1;1.89 \A1;2.26 \A1;0.60 \A1;0.60 \A1;0.25 \A1;0.30 \A1;0.25 \A1;0.30 \A1;0.80 \A1;0.30 \A1;0.19 \A1;0.19 \A1;0.30 \A1;0.15 \A1;0.20 \A1;0.20 \A1;1.05 \A1;0.85 \A1;0.75 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.75 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.30 \A1;0.15 – 0.30 \A1;0.03 \A1;0.14 \A1;0.24 \A1;0.24 \A1;0.70 \A1;0.25 \A1;0.03 \A1;0.07 \A1;3.04 \A1;0.25 \A1;0.30 \A1;0.25 \A1;0.30 \A1;3.04 \A1;0.95 \A1;0.030 \A1;0.90 \A1;1.32 \A1;0.10 \A1;1.32 \A1;1.96 \A1;1.32 \A1;0.10 \A1;1.32 \A1;0.30 \A1;0.30 \A1;0.25 \A1;d \A1;d \A1;12d \A1;135° ó más \A1;6d \L>\l75mm \A1;d \A1;4d \L>\l65mm ESTRIBOS BARRA No. D DIAMETRO DEL DOBLEZ (cm) E EXTENSION (cm) BARRA No. D DIAMETRO DEL DOBLEZ (cm) E EXTENSION (cm) b \A1;D DIAMETRO LONGITUDES DE TRASLAPO (cm) 3 4 60 5 70 6 85 7 125 8 140 #2 ( 1 4 ) 3.80 6.50 #3 ( 3 8 5.70 6.50 #4 ( 1 2 ) 7.62 6.50 #5 ( 5 8 9.50 6.50 #6 ( 3 4 ) 11.50 7.60 #7 ( 7 8 ) 13.30 8.90 #8 (1) 15.20 10.20 #9 (1 1 8 ) 22.90 11.40 #10 (1 3 8 25.40 12.70 #11 (1 1 4 27.90 14.00 REFUERZO PRINCIPAL BARRA No. D DIAMETRO DEL DOBLEZ (cm) E EXTENSION (cm) D DIMENSIONES MÍNIMAS PARA GANCHOS ESTANDAR #2 ( 1 4 ) 3.80 7.70 #3 ( 3 8 ) 5.70 11.40 #4 ( 1 2 ) 7.60 15.20 #5 ( 5 8 ) 9.50 19.00 #6 ( 3 4 ) 11.40 22.90 #7 ( 7 8 ) 13.30 26.60 #8 (1) 15.20 30.50 #9 (1 1 8 ) 22.90 34.30 #10 (1 1 4 ) 25.40 38.20 #11 (1 3 8 ) 27.90 41.90 #2 ( 1 4 2.60 7.5 #3 ( 3 8 3.80 7.5 #4 ( 1 2 5.10 7.60 #5 ( 5 8 6.40 9.50 REFUERZO LONGITUDINAL #2 a #8 6d b #9 a #11 8d b 90° E 4d b D E 45 D E b b #2 a #8 6d #9 a #11 8d ) ) ) ) ) ) ) ) -150.6386032230396 -150.6386032230396 -150.6386032230396 -150.6386032230396 -150.6386032230396 -150.6386032230396 -150.6386032230396 b b \A1;0.30 \A1;0.25 ESC: 1:10 DETALLE CUBIERTA EN MADERA Teja de Barro Entablado simple CORREA DE MADERA CM (7×5) CORREA DE MADERA CM (7×5) Entablado simple Teja de Barro CM (7×5) CORREA DE MADERA ESC: 1:10 ELEMENTOS DE MADERA VM (14X24) VIGA DE MADERA 5 5 VIGA PLATINA e=d1/4″ 0.25×0.10 m. PERNO DE ANCLAJE 2d3/8″ L=0.30 m. COLUMNA 0.15 0.15 PLATINA e=d1/4″ 0.25×0.10 m. PERNO DE ANCLAJE d3/8″ L=0.30 m. VIGA PLANOS Y CONSTRUCCIONES 419 DATOS DEL PREDIO PROPIETARIOS DISEÑO MILTON RODRIGO CAMACHO PEREZ TEL: 6340792 -316-8461382 CONTENIDO DEL PLANO DIRECCION NUMERO PREDIAL MATRICULA INMOBILIARIA EST 1/2 01-02-0133-0055-000 300-323513 DIAGONAL 54 A # 14 A-08 EDELMIRA FAJARDO C.C. 63.283.884 BUCARAMANGA VILLA TAREL ARQ. JOSE FERNANDO PINILLA SERRANO SI DIOS ESTA CON NOSOTROS, QUIEN CONTRA NOSOTROS ESCRITURA PUBLICA FECHA DE REGISTRO FECHA TURNO NOTARIA UNICA DEL CIRCULO DE PIEDECUESTA OFICINA DE REGISTRO DE INTRUMENTOS PUBLICOS DE PIEDECUESTA TEL:___________ LT 4, TIPO T1 Y MZ A4 1.123 21-JUL-2008 FECHA ESCALA JULIO / 2009 INDICADAS 5 5 5 5 C B A 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V\fArial|b0|i0|c0|p34;DE (25X30) V\fArial|b0|i0|c0|p34;DE (25X30) V\fArial|b0|i0|c0|p34;DE (25X30) V\fArial|b0|i0|c0|p34;CIM (25X30) VCIM (25X30) VCIM (25X30) VCIM (25X30) VCIM (25X30) VCIM (25X30) (1.20×1.30×0.50) Z-1 (1.50×1.50×0.50) Z-2 (1.20×1.30×0.50) Z-1 (1.20×1.30×0.50) Z-1 (1.50×1.50×0.50) Z-2 (1.50×1.50×0.50) Z-2 (1.20×1.30×0.50) Z-1 (1.50×1.50×0.50) Z-2 (1.00×1.00×0.50) Z-3 PLANTA \fArial|b0|i0|c0|p34; DE CIMENTACION \C7;NIVEL\fArial|b0|i0|c0|p34;: \fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;-1.50 Esc: 1-50 PLANOS Y CONSTRUCCIONES 419 DATOS DEL PREDIO PROPIETARIOS ARQUITECTO JOSE FERNANDO PINILLA SERRANO CALLE 9 # 7-81 OF. 223 TEL: 6555066-315-6764839 CONTENIDO DEL PLANO DIRECCION NUMERO PREDIAL MATRICULA INMOBILIARIA EST 2/2 01-02-0133-0055-000 300-323513 DIAGONAL 54 A # 14 A-08 EDELMIRA FAJARDO C.C. 63.283.884 BUCARAMANGA VILLA TAREL ARQ. JOSE FERNANDO PINILLA SERRANO SI DIOS ESTA CON NOSOTROS, QUIEN CONTRA NOSOTROS ESCRITURA PUBLICA FECHA DE REGISTRO FECHA TURNO NOTARIA UNICA DEL CIRCULO DE PIEDECUESTA OFICINA DE REGISTRO DE INTRUMENTOS PUBLICOS DE PIEDECUESTA TEL:___________ LT 4, TIPO T1 Y MZ A4 1.123 21-JUL-2008 FECHA ESCALA JULIO / 2009 INDICADAS 5 5 2 d5/8″ L=6.00 2 d5/8″ L=4.40 2 d5/8″ L=6.00 2 d5/8″ L=4.40 A B C V-1 (30×25) V-3 (30×25) V-2 (30×25) 5 V-A.B.C (30×25) 1 2 3 5 2 3 5 V-A1.A2 (30×25) V-B1 (30×25) V-1B (30×25) VTA T1 (10×25) VTA T2 (10×25) VTA T3 (10×25) VTA T4 (10×25) 5 5 A B C 5 5 A B C 5 1 2 5 B C 5 1 2 3 5 5 1 2 5 1 2 3 5 1B 2 3 5 5 5 2 d5/8″ L=6.00 2 d5/8″ L=4.40 2 d5/8″ L=6.00 2 d5/8″ L=4.40 5 5 2 d5/8″ L=6.00 2 d5/8″ L=3.80 2 d5/8″ L=6.00 2 d5/8″ L=4.40 5 5 2 d5/8″ L=6.00 2 d5/8″ L=6.00 2 d5/8″ L=4.70 2 d5/8″ L=4.70 1 d5/8″ L=1.80 1 d3/8″ L=6.00 1 d3/8″ L=3.80 1 d3/8″ L=3.80 1 d3/8″ L=2.50 1 d3/8″ L=6.00 1 d3/8″ L=4.60 1 d3/8″ L=4.60 2 d5/8″ L=2.90 2 d5/8″ L=2.90 2 d5/8″ L=3.70 2 d5/8″ L=3.70 1 d1/2″ L=1.60 1 d5/8″ L=1.60 1 d5/8″ L=1.80 2 d5/8″ L=2.50 1 d3/8″ L=1.50 1 d5/8″ L=1.20 5 5 5 1B 5 5 1 d1/2″ L=2.20 1 d3/8″ L=2.20 13 c 0.10 m 5 c 0.10 m 5 c 0.10 m 7 c 0.10 m 29 c 0.10 m 7 c 0.10 m 15 c 0.10 m 18 c 0.10 m 14 c 0.10 m 18 c 0.10 m 5 27 c 0.10 m 13 c 0.05 m 13 c 0.05 m 24 c 0.10 m 12 c 0.05 m 12 c 0.05 m 7 c 0.10 m 27 c 0.10 m 13 c 0.05 m 13 c 0.05 m 24 c 0.10 m 12 c 0.05 m 12 c 0.05 m 7 c 0.10 m 27 c 0.10 m 13 c 0.05 m 13 c 0.05 m 24 c 0.10 m 12 c 0.05 m 12 c 0.05 m 7 c 0.10 m 26 c 0.10 m 18 c 0.10 m 18 c 0.10 m 26 c 0.10 m 36 c 0.10 m 5 V-A.B.C – P2 (30×25) 1 2 3 5 2 d5/8″ L=6.00 2 d5/8″ L=6.00 18 c 0.10 m 18 c 0.10 m 9 c 0.05 m 9 c 0.05 m 5 5 A B C VCIM – 1,2,3 (25X30) 3 d5/8″ L=6.00 3 d5/8″ L=3.80 5 5 3 d5/8″ L=3.80 3 d5/8″ L=6.00 (30×25) 0.17 Estribo d3/8″ L=0.94 m. 0.22 .08 5 5 ESC: 1-10 SECCION VIGA TIPO ESC: 1-10 COLUMNA TIPO 0.10 0.22 0.22 C1 (30×30) 4 d5/8″+2 d1/2″ 5 5 ESTRIBO d3/8″ L=1.08 m. L= 0.32 m. GANCHO d1/4″ 0.07 SECCION VIGUETA 0.07 ESC: 1-10 (10×25) 0.18 5 5 RIOSTRA ESC: 1-10 (10×25) 2 d3/8″ L= 0.32 m. GANCHO d1/4″ 0.07 0.07 0.18 5 5 3mm y Separacion 300mm X 300mm Malla M-024 Caseton Aligerante 5 5 5 5 5 ESC: 1-10 DETALLE PLACA 5 Friso inferior 5 5 5 5 5 C B A 1 2 3 5 5 5 5 5 5 5 V-A \fArial|b0|i0|c0|p34;1-2 V-\fArial|b0|i0|c0|p34;B\fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;1-2 V-\fArial|b0|i0|c0|p34;C\fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;1-2 V-\fArial|b0|i0|c0|p34;1 A-B V-\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;A-B V-\fArial|b0|i0|c0|p34;3\fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;A-B V-\fArial|b0|i0|c0|p34;1B\fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;B-C V-\fArial|b0|i0|c0|p34;B1\fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;1-2 V-A\fArial|b0|i0|c0|p34;1\fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;2-3 V-A\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;2-3 5 5 1.60 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 (30×25) (30×25) (30×25) (25×25) (25×25) (30×25) (30×25) (30×25) (30×25) (30×25) PLANTA \fArial|b0|i0|c0|p34; ENTREPISO 1-2 \C7;NIVEL\fArial|b0|i0|c0|p34;: \fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;2.57 Esc: 1-50 5 VM (14X24) VM (14X24) VM (14X24) VM (14X24) VM (14X24) VM (14X24) CM (7×5) CM (7×5) CM (7×5) CM (7×5) 5 5 5 5 C B A 1 2 3 5 5 5 5 5 PLANTA \fArial|b0|i0|c0|p34; DE CUBIERTA \C7;NIVEL\fArial|b0|i0|c0|p34;: \fArial|b0|i0|c238|p34; \fArial|b0|i0|c0|p34;7.85\H0.64x;\C252; Esc: 1-50 ESC: 1:33.33 DETALLE GENERAL DE COLUMNAS CONCRETOS Reforzados f’c=210 kg/cm2 (3000 psi) Ciclopeo f’c=175 kg/cm2 (2500 psi) Ladrillo o Bloque de Cemento e= 10-15cm MAMPOSTERIA Refuerzo (Corrugado) d=1/2″ Fy=4200 kg/cm2 Refuerzo (Corrugado) d=5/8″ Fy=4200 kg/cm2 ESPECIFICACIONES EN PULGADAS ACEROS DE REFUERZO MADERA Viva Cubierta = 100 kg/m2 PADT – REFORT. 1982 PORTICO EN CONCRETO (Columnas – Vigas), CAPITULO A – NSR-98 SISTEMA ESTRUCTURAL Ad= 0.04 DES Ro=7.00 FLORIDABLANCA A.12.2.2 Capacidad de Disipacion de Energia Minima Coeficiente Basico de Capacidad Tabla A.3-3 Uso Vivienda 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 ESC: 1-50 ESCALERA TRAMO 2 ESC: 1-50 ESCALERA TRAMO 1 5 5 CORTE 1 – 1 1d5/8″ C/26cm L=1.30 m. 1d5/8″ 5 5 (120×40) Z-1 CORTE 2 – 2 (150×40) Z-2 CORTE 2 – 2 (100×40) Z-3 5 5 5 5 5 1d5/8″ C/25cm L=1.50 m. 1d5/8″ 5 5 5 5 1d5/8″ 1d5/8″ 1d5/8″ C/30cm L=1.00 m. ZAPATAS TIPO ESC: 1-15 5 27 c 0.10 m 13 c 0.05 m 13 c 0.05 m 24 c 0.10 m 12 c 0.05 m 12 c 0.05 m 0.10 0.22 0.22 4 d5/8″+2 d1/2″ 5 5 ESTRIBO d3/8″ L=1.08 m. C2 (30×30) EJES ( A-1 , A-2 , A-3 ) ( B-1 , B-2 , B-3 ) ( C-1 , C-2 , C-3 ) C1 C2 C1 C1 C2 C1 C1 C2 C1 ESQUEMA APOYO VIGA DE MADERA PLANOS Y CONSTRUCCIONES 419 DATOS DEL PREDIO PROPIETARIOS ARQUITECTO JOSE FERNANDO PINILLA SERRANO CALLE 9 # 7-81 OF. 223 TEL: 6555066-315-6764839 CONTENIDO DEL PLANO DIRECCION NUMERO PREDIAL MATRICULA INMOBILIARIA EST 2/2 01-02-0133-0055-000 300-323513 DIAGONAL 54 A # 14 A-08 EDELMIRA FAJARDO C.C. 63.283.884 BUCARAMANGA VILLA TAREL ARQ. JOSE FERNANDO PINILLA SERRANO SI DIOS ESTA CON NOSOTROS, QUIEN CONTRA NOSOTROS ESCRITURA PUBLICA FECHA DE REGISTRO FECHA TURNO NOTARIA UNICA DEL CIRCULO DE PIEDECUESTA OFICINA DE REGISTRO DE INTRUMENTOS PUBLICOS DE PIEDECUESTA TEL:___________ LT 4, TIPO T1 Y MZ A4 1.123 21-JUL-2008 FECHA ESCALA JULIO / 2009 INDICADAS A 1 2 3 V\fArial|b0|i0|c0|p34;DE (25X30) (1.20×1.30×0.50) Z-1.1A (1.50×1.50×0.50) Z-2.2A (1.00×1.00×0.50) Z-3.3A 5 5 Solado PROFUNDIZAR CON CONCRETO CICLOPEO HASTA NIVEL DE SUELO COMPETENTE Solado Solado 0.17 Estribo d3/8″ L=0.94 m. 0.22 .08 2 d5/8″ L=3.60 5 5 1d5/8″ 1d3/4″ L=1.70 2 d5/8″ L=2.90 0.17 Estribo d3/8″ L=0.94 m. 0.22 .08 5 5 1d5/8″ 5 e 3/8″ 6 e 3/8″ 2 d5/8″ L=3.60 2 d5/8″ L=2.90 c 12.5 cm 5 e 3/8″ c 12.5 cm c 25 cm 5 e 3/8″ 3 e 3/8″ c 12.5 cm 5 e 3/8″ c 12.5 cm c 25 cm 1d3/4″ 5 5 B V\fArial|b0|i0|c0|p34;DE (25X30) (1.20×1.30×0.50) Z-1.3B (1.50×1.50×0.50) Z-2.2B (1.50×1.50×0.50) Z-2.1B Solado Solado 1 2 3 5 5 PROFUNDIZAR CON CONCRETO CICLOPEO HASTA NIVEL DE SUELO COMPETENTE 0.17 Estribo d3/8″ L=0.94 m. 0.22 .08 2 d5/8″ L=3.60 5 5 1d5/8″ 1d3/4″ L=1.70 2 d5/8″ L=2.90 0.17 Estribo d3/8″ L=0.94 m. 0.22 .08 5 5 1d5/8″ 2 d5/8″ L=3.60 2 d5/8″ L=2.90 5 e 3/8″ 6 e 3/8″ c 12.5 cm 5 e 3/8″ c 12.5 cm c 25 cm 5 e 3/8″ 3 e 3/8″ c 12.5 cm 5 e 3/8″ c 12.5 cm c 25 cm 1d3/4″ 5 5 C V\fArial|b0|i0|c0|p34;DE (25X30) (1.20×1.30×0.50) Z-1.1C (1.50×1.50×0.50) Z-2.2C (1.20×1.30×0.50) Z-1.3C Solado Solado 1 2 3 5 5 PROFUNDIZAR CON CONCRETO CICLOPEO HASTA NIVEL DE SUELO COMPETENTE 0.17 Estribo d3/8″ L=0.94 m. 0.22 .08 2 d5/8″ L=3.60 5 5 1d5/8″ 1d3/4″ L=1.70 2 d5/8″ L=2.90 0.17 Estribo d3/8″ L=0.94 m. 0.22 .08 5 5 1d5/8″ 2 d5/8″ L=3.60 2 d5/8″ L=2.90 5 e 3/8″ 6 e 3/8″ c 12.5 cm 5 e 3/8″ c 12.5 cm c 25 cm 5 e 3/8″ 3 e 3/8″ c 12.5 cm 5 e 3/8″ c 12.5 cm c 25 cm 1d3/4″ 5 5 3 d 12mm @ 30 cm 9 d 12mm @ 12cm VDE 5 5 0.19 66 d 10 mm @ 16cm 3 d 12mm @ 30 cm 40 d 10 mm @ 16 cm VAux 3 d 12 mm @ 30 cm 0.19 0.30 0.15 0.20 0.20 1.05 0.85 1 1B 5 VAux (15×20) 2 d1/2″ L=1.50 2 d1/2″ L=1.50 6 e 1/4″ c 12.5 cm 4d1/2″ CORRIDO 0.07 0.16 0.10 ESTRIBO d1/4″ L=0.66 m. 5 5 ESC: 1-10 SECCION VIGA AUXILIAR 0.15 – 0.30 Aa= 0.25 FLORIDABLANCA, Zona de amenaza sismica alta A.2.3.3 Refuerzo (Corrugado) d=3/8″ Fy=4200 kg/cm2 Refuerzo (Corrugado) d=1/4″ Fy=4200 kg/cm2 Pernos de diametro 3/8″ y Fy=4200 kg/cm2 CONCRETOS Reforzados f’c=210 kg/cm2 (3000 psi) Ciclopeo f’c=175 kg/cm2 (2500 psi) Ladrillo o Bloque de Cemento e= 10-15cm MAMPOSTERIA Refuerzo (Corrugado) d=1/2″ Fy=4200 kg/cm2 Refuerzo (Corrugado) d=5/8″ Fy=4200 kg/cm2 ESPECIFICACIONES EN PULGADAS ACEROS DE REFUERZO MADERA Viva Cubierta = 100 kg/m2 PADT – REFORT. 1982 PORTICO EN CONCRETO (Columnas – Vigas), CAPITULO A – NSR-98 SISTEMA ESTRUCTURAL Ad= 0.04 DES Ro=7.00 FLORIDABLANCA A.12.2.2 Capacidad de Disipacion de Energia Minima Coeficiente Basico de Capacidad Tabla A.3-3 Uso Vivienda Aa= 0.25 FLORIDABLANCA, Zona de amenaza sismica alta A.2.3.3 Refuerzo (Corrugado) d=3/8″ Fy=4200 kg/cm2 Refuerzo (Corrugado) d=1/4″ Fy=4200 kg/cm2 Pernos de diametro 3/8″ y Fy=4200 kg/cm2 ESQUEMA \fArial|b0|i0|c0|p34; DE CIMENTACION Esc: 1-50 ESQUEMA \fArial|b0|i0|c0|p34; DE CUBIERTA Esc: 1-25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d1/2″ 1 d1/2″ VM (14×24) 5 5 VM (14×24) CM (7×5) VM (14×24) Teja de Barro Entablado simple CON ESTE DESPIECE ALTERNAR VARILLAS 0.30 L = 2.00 L=4.20 L = 6.00 3 4 5 5 5 5 N+0.00 5 5 5 11 c 0.05 m 5 5 14 c 0.10 m 11 c 0.05 m 11 c 0.05 m 14 c 0.05 m 11 c 0.05 m 11 c 0.05 m 14 c 0.10 m 11 c 0.05 m 5 L = 3.00 5 0.30 L = 2.40 0.20 L = 6.00 5 L = 2.50 5 5 CON ESTE DESPIECE ALTERNAR VARILLAS 0.30 L = 2.00 L=4.20 L = 6.00 3 4 5 5 5 5 N+0.00 5 5 5 11 c 0.05 m 5 5 14 c 0.10 m 11 c 0.05 m 11 c 0.05 m 14 c 0.05 m 11 c 0.05 m 11 c 0.05 m 14 c 0.10 m 11 c 0.05 m 5 L = 3.90 5 0.30 L = 2.40 0.20 L = 6.00 5 L = 3.40 5 5 5 5 0.20 9 c 0.10 m 6 c 0.10 m 3 c 0.20 m 6 c 0.10 m 0.20 5 5 5 (25X30) 5 5 8 d 12mm @ 12 cm L = 5.10 3 d 12mm @ 30 cm L = 5.10 7 d 12 mm c/15cm L = 1.20 m 7d1/4″ c/15cm 7 d 3/8″ c/15 cm 7 d 12 mm c/15cm L = 1.20 m V-B1 5 5 9 d3/8″ c15 cm V-B 9 d1/4″ c15 cm 3 d 12 mm c 30 cm L= 1.40 m 3 d 12 mm c 30 cm L= 1.40 m 3 d 12 mm c 30 cm L= 1.60 m 3 d 12 mm c 30 cm L= 1.60 m 3 d 12 mm @ 30 cm L = 3.00 m 3 d 12 mm @ 30 cm L = 3.30 m 10 d3/8″ c15 cm 10 d1/4″ c15 cm