Estrcutural Building Design DWG Block for AutoCAD

Estrcutural Building Design DWG Block for AutoCAD

IT IS A WORK THAT SHOWS HOW TO DETERMINE THE SIZE OF BEAMS AND COLUMNS AND QUANTITY OF STEEL TO lleba. THIS IS A DRAWING IN AUTOCAD

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

kitchen, closed, laundry, living room, dining room, front elevation, stair roof, lightened detail typical, according to design, main steel, overlap, study, dep., hall, pantry, daily dining room, patio, plant, roof, project: , course:, reinforced concrete i, names:, teacher :, chimpan cg, chimpan c, scale:, architecture plans, typical beam joins with columns, beams, slabs and, columns, overlaps and joints, longitudinal sections of main beams, structural system: contributed, cylindrical resistance to axial compression of concrete:, national regulations of buildings, design standards:, technical specifications, longitudinal sections of secondary beams, or beam, column d, specific, columns and beams, detail of bending of stirrups, free light and length of beams, free area – second floor

Raw text data extracted from CAD file:

C O N S T R U C T O R A \A1;3.60 \A1;.15 \A1;3.00 \A1;.30 \A1;.30 \A1;.83 \A1;1.90 \A1;1.00 \A1;1.16 \A1;4.51 \A1;.30 \A1;.15 \A1;1.51 \A1;.15 \A1;2.84 \A1;.30 \A1;7.75 \A1;2.74 \A1;.90 \A1;.26 \A1;.90 \A1;2.25 \A1;.33 \A1;.86 \A1;2.55 \A1;.90 \A1;1.38 \A1;1.48 \A1;.87 \A1;1.18 \A1;1.70 \A1;.84 \A1;.31 \A1;.90 \A1;.80 \A1;.87 \A1;1.15 \A1;3.51 \A1;.87 \A1;2.07 \A1;.81 \A1;.54 \A1;.78 \A1;.95 \A1;2.30 \A1;.82 \A1;.30 \A1;2.85 \A1;.15 \A1;.30 \A1;.30 \A1;.65 \A1;1.00 \A1;.30 \A1;2.65 \A1;1.00 \A1;.30 NPT + 0.20 m DORMITORIO 02 DORMITORIO 01 COCINA CLOSED CLOSED LAVANDERIA SALA COMEDOR -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 -6170.024774440937 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\A1;4.350 \A1;3,28 \A1;2,25 \A1;3,28 \A1;2,25 TECHO DE ESCALERA ESCALA 1/50 VP-101 (.25x.35) VP-102 (.25x.35) VS-102 (.25x.30) VS-102 (.25x.30) 2 3 -365.5933905603395 -365.5933905603395 B C 2 3 -365.5933905603395 -365.5933905603395 B C \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.20 \A1;.10 \A1;.10 \A1;.40 \A1;.30 \A1;.05 \A1;.15 \A1;.10 \A1;.15 \A1;.05 \A1;.20 \A1;.10 \A1;.40 \A1;.30 \A1;.40 \A1;.30 \A1;.20 \A1;.10 \A1;.10 \A1;.40 \A1;.30 \A1;.05 \A1;.15 \A1;.10 \A1;.15 \A1;.05 \A1;.20 \A1;.10 TEMPERATURA d 1/4 @ .25 -368.8984945587929 -368.8984945587929 DETALLE DE ALIGERADO TIPICO -368.8984945587929 -368.8984945587929 -368.8984945587929 -368.8984945587929 -368.8984945587929 -368.8984945587929 -368.8984945587929 -368.8984945587929 -368.8984945587929 -368.8984945587929 ESC: 1 /10 -368.8984945587929 -368.8984945587929 -368.8984945587929 SEGUN DISEÑO ACERO PRINCIPAL -368.8984945587929 \A1;0,20 \A1;0,20 \A1;0,20 TRASLAPE \A1;3.65 \A1;5.17 \A1;0.45 \A1;0.30 \A1;0.30 \A1;0.30 \A1;3.65 \A1;5.17 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A B C 5 7 8 9 10 11 5 12 5 13 14 15 16 5 17 18 19 20 21 6 01 02 03 01 02 5 5 5 5 5 5 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 6 01 02 03 01 02 SALA ESTUDIO DEP. HALL DESPENSA \W4.17170; CUARTO DE \W4.17170; SERVICIO \W6.31990; PATIO DE \W6.31990; SERVICIO \W9.61114; BAÑO \W9.05057; VISITA \W7.95392; DORM.1 \W7.71938; DORM.2 \W5.74902; GIMNASIO \W6.31861; TERRAZA \W2.92299; DORM VISITA \W3.22712; BAÑO -HIJOS \W6.31861; TERRAZA \W3.00804; DORMITORIO \W3.00804; PRINCIPAL \W3.08923; BAÑO PRINC. \W7.70521; DORM 3 \W6.31861; TERRAZA \W5.47696; BAR \W5.29928; COMEDOR COMEDOR DIARIO RAMPA 12% 1.20 VM 1.25 1.35 0.80 VM 1.65 1.60 0.80 VM 1.65 2.20 0.80 VM 1.65 2.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 , 1° PISO 23 31 26 24 25 27 28 34 33 35 29 30 36 32 37 22 PLANTA, 2°,3°,4° y 5to PISO 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C SALA \W5.29928; COMEDOR SALA \W5.29928; COMEDOR DORM 1 COCINA COCINA PATIO COCINA \W3.62102; BAÑO \W3.62102; VISITA \W1.12360; CUARTO\W1.12360; SERVICIO \W1.12360; CUARTO\W1.12360; SERVICIO \W3.62102; BAÑO \W3.62102; BAÑO \W5.06889; \W5.06889; CORREDOR \W6.27242; DORM.1 \W6.56108; BAÑO \W5.67706; DORM.2 \W7.56108; BAÑO \W7.09845; DORM. \W7.09845; PRINCIPAL \W7.09845; DORM. \W7.09845; PRINCIPAL \W7.92963; BAÑO \W7.92963; BAÑO \W1.10876; CORREDOR 0.80 VM 1.65 2.00 0.80 VM 1.65 2.10 0.80 VM 1.65 1.60 0.80 VM 1.65 2.60 0.80 VM 1.65 3.50 0.80 VM 1.65 0.75 0.80 VM 1.65 0.75 0.80 VM 1.65 3.30 0.80 VM 1.65 3.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A0 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A0 5 5 5 5 71 79 74 72 73 75 76 82 81 83 77 78 84 80 85 70 PLANTA, 5° PISO 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C SALA \W5.29928; COMEDOR SALA \W5.29928; COMEDOR DORM 1 COCINA PATIO COCINA \W3.62102; BAÑO \W3.62102; VISITA \W1.12360; CUARTO\W1.12360; SERVICIO \W1.12360; CUARTO\W1.12360; SERVICIO \W3.62102; BAÑO \W3.62102; BAÑO \W5.06889; \W5.06889; CORREDOR \W6.27242; DORM.1 \W6.56108; BAÑO \W5.67706; DORM.2 \W7.56108; BAÑO \W7.09845; DORM. \W7.09845; PRINCIPAL \W7.09845; DORM. \W7.09845; PRINCIPAL \W7.92963; BAÑO \W7.92963; BAÑO \W1.10876; CORREDOR 0.80 VM 1.65 2.00 0.80 VM 1.65 2.10 0.80 VM 1.65 1.60 0.80 VM 1.65 2.60 0.80 VM 1.65 3.50 0.80 VM 1.65 0.75 0.80 VM 1.65 0.75 0.80 VM 1.65 3.30 0.80 VM 1.65 3.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 87 90 88 89 91 92 93 94 86 PLANTA, AZOTEA 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F G H D E A C B A B C 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 VP-101 VP-101 VP-102 VP-103 VP-104 VP-105 VP-106 VP-107 VP-102 VP-103 VP-104 VP-105 VP-106 VP-107 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 5 55 63 58 56 57 59 60 66 65 67 61 62 68 64 69 54 PLANTA, 4° PISO 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C SALA \W5.29928; COMEDOR SALA \W5.29928; COMEDOR DORM 1 COCINA PATIO COCINA \W3.62102; BAÑO \W3.62102; VISITA \W1.12360; CUARTO\W1.12360; SERVICIO \W1.12360; CUARTO\W1.12360; SERVICIO \W3.62102; BAÑO \W3.62102; BAÑO \W5.06889; \W5.06889; CORREDOR \W6.27242; DORM.1 \W6.56108; BAÑO \W5.67706; DORM.2 \W7.56108; BAÑO \W7.09845; DORM. \W7.09845; PRINCIPAL \W7.09845; DORM. \W7.09845; PRINCIPAL \W7.92963; BAÑO \W7.92963; BAÑO \W1.10876; CORREDOR 0.80 VM 1.65 2.00 0.80 VM 1.65 2.10 0.80 VM 1.65 1.60 0.80 VM 1.65 2.60 0.80 VM 1.65 3.50 0.80 VM 1.65 0.75 0.80 VM 1.65 0.75 0.80 VM 1.65 3.30 0.80 VM 1.65 3.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3.900 5 5 5 5 5 5 5 5 5 5 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 , 1° PISO PLANTA , 2°do y 5to PISO PROYECTO : \W6.07368; ESTRUCTURAS \W7.87803; ALIGERADOS CURSO : CONCRETO ARMADO I NOMBRES : DOCENTE: ING.RAMOS CHIMPEN C ESCALA : \W7.18377; RAMIREZ ARIAS JORGE 1/50 PROYECTO : PLANOS ARQUITECTURA ESCALA : 1/50 PROYECTO : PLANOS ARQUITECTURA CURSO : CONCRETO ARMADO I NOMBRES : DOCENTE: ING.RAMOS CHIMPEN C ESCALA : \W7.18377; RAMIREZ ARIAS JORGE 1/50 TEMPERATURA d 1/4 @ .25 .40 .30 DETALLE DE ALIGERADO TIPICO .40 .30 .20 .10 .10 .40 .30 .05 .15 .10 ESC: 1 /10 .15 .05 .20 SEGUN DISEÑO ACERO PRINCIPAL .10 2 Adicionales 5 2 Adicionales (CORTE VERTICAL) UNIONES TIPICAS DE VIGAS CON COLUMNAS 5 2 Adicionales 5 1/2" 3/8" 40 cm 50 cm 30 cm 40 cm 1" 3/4" 5/8" 90 cm 120 cm 60 cm 70 cm 50 cm 60 cm TRASLAPE VIGAS LOSAS Y 6 mm \U+2205 30 cm COLUMNAS TRASLAPES Y EMPALMES ESCALA: 1/50 ESCALA: 1/50 ESCALA: 1/50 ESC. 1 : 25 CORTE LONGITUDINAL VIGA VP - 101 EJE 2 3.65 5 A B C 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 1 d 1" + 1 d 1/2" 1 1 2 2 SECCIONES LONGITUDINALES DE VIGAS PRINCIPALES \W5.89768; SECCIONES \W5.89768; TRANSVERSALES DE VIGAS \W5.89768; PRINCIPALES ESC. 1 : 25 CORTE LONGITUDINAL VIGA VP - 102 EJE 3 3.65 5 A B C 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 1 d 1/2" 1 d 1" + 1 d 1/2" 1 1 2 2 5 5 2 d 1/2" 2 d 1/2" ESC: 1/25 1 - 1 5 5 3 d 1/2"+1d 5/8" 2 d 1/2" ESC: 1/25 2-2 1 d 3/4" 1 d 3/4" 1 d 1/2" + 1 d 5/8" 1 d 1/2" + 1 d 5/8" ESC. 1 : 25 CORTE LONGITUDINAL VIGA VP - 103 EJE 4 3.65 5 A B C 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" + 1 d 3/4" 1 1 2 2 5 5 2 d 1/2" 2 d 1/2" ESC: 1/25 1 - 1 ESC: 1/25 2-2 1 d 3/4" 2 d 1/2" 5 5 2 d 1/2" 2 d 1/2" ESC: 1/25 1 - 1 5 5 2 d 1/2"+1d 3/4" 2 d 1/2" ESC: 1/25 2-2 5 5 4 d 1/2" 2 d 1/2" ESC. 1 : 25 CORTE LONGITUDINAL VIGA VP - 104 EJE 5 3.65 5 A B C 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" + 1 d 3/4" 1 1 2 2 5 5 2 d 1/2" 2 d 1/2" ESC: 1/25 1 - 1 ESC: 1/25 2-2 1 d 3/4" 2 d 1/2" 5 5 4 d 1/2" 2 d 1/2" ESC. 1 : 25 CORTE LONGITUDINAL VIGA VP - 105 EJE 6 3.65 5 A B C 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" + 1 d 3/4" 1 1 2 2 5 5 2 d 1/2" 2 d 1/2" ESC: 1/25 1 - 1 ESC: 1/25 2-2 1 d 3/4" 2 d 1/2" 5 5 4 d 1/2" 2 d 1/2" SECCIONES LONGITUDINALES DE VIGAS PRINCIPALES \W5.89768; SECCIONES \W5.89768; TRANSVERSALES DE VIGAS \W5.89768; PRINCIPALES ESC. 1 : 25 CORTE LONGITUDINAL VIGA VP - 106 EJE 7 3.65 5 A B C 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" + 1 d 3/4" 1 1 2 2 5 5 2 d 1/2" 2 d 1/2" ESC: 1/25 1 - 1 ESC: 1/25 2-2 1 d 3/4" 2 d 1/2" 5 5 4 d 1/2" 2 d 1/2" ESC. 1 : 25 CORTE LONGITUDINAL VIGA VP - 107 EJE 8 3.65 5 A B C 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 1 d 1/2" + 1 d 5/8" 1 1 2 2 5 5 2 d 1/2" 2 d 1/2" ESC: 1/25 1 - 1 ESC: 1/25 2-2 1 d 3/4" 5 5 2 d 1/2" 2 d 1/2" PROYECTO : \W6.07368; ESTRUCTURAS \W8.19205; SECCIONES DE VIGAS CURSO : CONCRETO ARMADO I NOMBRES : DOCENTE: ING.RAMOS CHIMPEN C ESCALA : \W7.18377; RAMIREZ ARIAS JORGE 1/50 ESC. 1 : 25 CORTE LONGITUDINAL VIGA VP - 201 EJE 2 3.65 5 A B C 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 3/4" 1 1 2 2 1 d 3/4" 2 d 5/8" 5 5 2 d 1/2" 2 d 1/2" ESC: 1/25 1 - 1 5 5 2 d 1/2"+1d 3/4" 2 d 1/2" ESC: 1/25 2-2 1 d 1/2" ESC. 1 : 25 CORTE LONGITUDINAL VIGA VP - 202 EJE 3 3.65 5 A B C 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 1 d 1/2" 2 d 3/4" 1 1 2 2 5 5 2 d 1/2" 2 d 1/2" ESC: 1/25 1 - 1 5 5 4 d 1/2" 2 d 1/2" ESC: 1/25 2-2 2d 5/8" 2 d 1/2" SECCIONES LONGITUDINALES DE VIGAS PRINCIPALES \W5.89768; SECCIONES \W5.89768; TRANSVERSALES DE VIGAS \W5.89768; PRINCIPALES PROYECTO : \W6.07368; ESTRUCTURAS \W8.19205; SECCIONES DE VIGAS CURSO : CONCRETO ARMADO I NOMBRES : DOCENTE: ING.RAMOS CHIMPEN C ESCALA : \W7.18377; RAMIREZ ARIAS JORGE 1/50 ESC. 1 : 25 CORTE LONGITUDINAL VIGA VP - 203 EJE 4 3.65 5 A B C 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 1 d 5/8" + 1 d 3/4" 1 1 2 2 5 5 2 d 1/2" 2 d 1/2" ESC: 1/25 1 - 1 1 d 3/4" 1 d 5/8" 5 5 2 d 1/2"+1d 5/8" 2 d 1/2" ESC: 1/25 2-2 ESC. 1 : 25 CORTE LONGITUDINAL VIGA VP - 204 EJE 5 3.65 5 A B C 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 1 d 5/8" + 1 d 3/4" 1 1 2 2 5 5 2 d 1/2" 2 d 1/2" ESC: 1/25 1 - 1 1 d 3/4" 1 d 5/8" 5 5 2 d 1/2"+1d 5/8" 2 d 1/2" ESC: 1/25 2-2 ESC. 1 : 25 CORTE LONGITUDINAL VIGA VP - 205 EJE 6 3.65 5 A B C 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 1 d 5/8" + 1 d 3/4" 1 1 2 2 5 5 2 d 1/2" 2 d 1/2" ESC: 1/25 1 - 1 1 d 3/4" 1 d 5/8" 5 5 2 d 1/2"+1d 5/8" 2 d 1/2" ESC: 1/25 2-2 ESC. 1 : 25 CORTE LONGITUDINAL VIGA VP - 206 EJE 7 3.65 5 A B C 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 1 d 5/8" + 1 d 3/4" 1 1 2 2 5 5 2 d 1/2" 2 d 1/2" ESC: 1/25 1 - 1 1 d 3/4" 1 d 5/8" 5 5 2 d 1/2"+1d 5/8" 2 d 1/2" ESC: 1/25 2-2 ESC. 1 : 25 CORTE LONGITUDINAL VIGA VP - 207 EJE 8 3.65 5 A B C 5 5 5 5 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 2 d 1/2" 1 d 5/8" + 1 d 3/4" 1 1 2 2 5 5 2 d 1/2" 2 d 1/2" ESC: 1/25 1 - 1 1 d 1/2"+1 d 5/8" 2 d 5/8" 5 5 2 d 5/8"+2 d 1/2" 2 d 1/2" ESC: 1/25 2-2 Sistema Estructural: Aporticado Sobrecarga de Diseño = 200 Kg/m2 Fluencia de Acero Grado 60 : fy = 4200 kg/cm2 Recubrimiento en Losas : 2.5 cm Resistencia Cilíndrica a la Compresión Axial del Concreto : Columnas, Vigas y Losas : f'c = 210 kg/cm2 Norma de Construcciones en Concreto Estructural: ACI 318-00 Norma Técnica de Edificación E-050: Suelos y Cimentaciones Reglamento Nacional de Construcciones Norma Técnica de Edificación E-030: Diseño Sismo Resistente Normas de Diseño : Especificaciones Técnicas Norma Técnica de Edificación E-020: Cargas SECCIONES LONGITUDINALES DE VIGAS SECUNDARIAS 13 cm 3 cm 3/8" 1/4" 2 cm 8 cm r a 45º 45º ó VIGA d DE COLUMNA ESPECIF. ESPECIF. EN COLUMNAS Y VIGAS DETALLE DE DOBLADO DE ESTRIBOS 5 2.5 2.6 2.9 2.60 2.6 0.30 0.30 5 5 5 5 0.30 1 d 1/2"+1 d 3/8" 1 d 1/2"+1 d 3/8" 1 d 1/2"+1 d 3/8" 1 d 1/2"+1 d 3/8" 1 d 1/2"+1 d 3/8" 1 d 1/2"+1 d 3/8" 1 d 1/2"+1 d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 1/2" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 1/2" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 1/2" d 3/8" d 3/8" d 1/2" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8" d 3/8" F G H D E A C B A B C 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 VP-101 VP-101 VP-102 VP-103 VP-104 VP-105 VP-106 VP-107 VP-102 VP-103 VP-104 VP-105 VP-106 VP-107 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 VS-101 5 5 5 5 5 5 5 5 3.900 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 1/2" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 1/2" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 1/2" d 3/8" d 3/8" d 1/2" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" d 3/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8" d 3/8" CAJA DE ESCALERA 01 CAJA DE ESCALERA 01 1 d 1/2"+1 d 3/8" 1 d 1/2"+1 d 3/8" 1 d 1/2"+1 d 3/8" 1 d 1/2"+1 d 3/8" 1 d 1/2"+1 d 3/8" 1 d 1/2"+1 d 3/8" 1 d 1/2"+1 d 3/8" ESC. 1:50 CORTE LONGITUDINAL VIGA VS - 101,VS - 201,VS - 301,VS - 401,VS - 501 5 1 d 1/2"+1 d 3/8" 1 d 1/2"+1 d 3/8" ESC: 1/25 1 - 1 A B C 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 VS-101 5 5 5 5 5 5 5 5 3.900 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CAJA DE ESCALERA 01 LUZ LIBRE Y LONGITUD DE VIGAS ESCALA: 1/100 A B C 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 VS-101 5 5 5 5 5 5 5 5 3.900 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CAJA DE ESCALERA 01 LUZ LIBRE Y LONGITUD DE VIGAS ESCALA: 1/100 A B C 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 5 5 5 5 5 5 5 5 3.900 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CAJA DE ESCALERA 01 \W8.27724; TIPO DE COLUMNA Y AREA TRIBUTARIA ESCALA: 1/100 C4 C4 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C4 C1 C1 C1 C1 C1 C1 C3 C4 C1 C4 C4 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C4 C1 C1 C1 C1 C1 C1 C3 C4 C1 AT = 6.2815 m² AT = 6.2050 m² AT = 7.2869 m² AT = 12.3869 m² AT = 9.7959 m² AT = 5.8513 m² AT = 13.55 m² AT = 8.4719² AT = 10.86 m² AT = 7.65 m² AT = 3.56 m² AT = 15.82 m² AT = 8.66 m² AT =6.45m² AT = 13.77 m² AT = 6.596 m² AT =6.42m² AT =13.87m² AT =6.60m² AT =3.52m² AT =8.02m² AT =4.78m² Ø 3/8" 1 @ .05, 6 @ .10, R @ .175 Ø 3/8" 1 @ .05, 7 @ .10, R @ .175 Ø 3/8" 1 @ .05, 2 @ .10, R @ .175 Ø 3/8" 1 @ .05, 7 @ .10, R @ .175 Ø 3/8" 1 @ .05, 1 @ .10, R @ .175 Ø 3/8" 1 @ .05, 7 @ .10, R @ .175 Ø 3/8" 1 @ .05, 1 @ .10, R @ .175 Ø 3/8" 1 @ .05, 7 @ .10, R @ .175 Ø 3/8" 1 @ .05, 1 @ .10, R @ .175 Ø 3/8" 1 @ .05, 7 @ .10, R @ .175 Ø 3/8" 1 @ .05, 1 @ .10, R @ .175 Ø 3/8" 1 @ .05, 7 @ .10, R @ .175 Ø 3/8" 1 @ .05, 6 @ .10, R @ .175 Ø 3/8" 1 @ .05, 7 @ .10, R @ .175 Ø 3/8" 1 @ .05, 2 @ .10, R @ .175 Ø 3/8" 1 @ .05, 9@ .10, R @ .175 Ø 3/8" 1 @ .05, 2 @ .10, R @ .175 Ø 3/8" 1 @ .05, 7 @ .10, R @ .175 Ø 3/8" 1 @ .05, 2 @ .10, R @ .175 Ø 3/8" 1 @ .05, 7 @ .10, R @ .175 Ø 3/8" 1 @ .05, 1 @ .10, R @ .175 Ø 3/8" 1 @ .05, 6 @ .10, R @ .175 Ø 3/8" 1 @ .05, 1 @ .10, R @ .175 Ø 3/8" 1 @ .05, 6 @ .10, R @ .175 Ø 3/8" 1 @ .05, 1 @ .10, R @ .175 Ø 3/8" 1 @ .05, 6 @ .10, R @ .175 Ø 3/8" 1 @ .05, 1 @ .10, R @ .175 Ø 3/8" 1 @ .05, 4 @ .10, R @ .175 AREA LIBRE - SEGUNDO PISO ESCALA: 1/100 AT = 10.03 m² AT = 9.74 m² AT = 10.99 m² AT = 16.30 m² AT = 5.65 m² AT = 2.82m² AT = 4.54 m² AT = 2.87 m² AT = 13.79 m² AT = 9.18 m² AT = 13.78 m² AT = 9.18 m² AT = 5.85 m² AT = 2.57m² AT = 9.21 m² AT = 13.80 m² 3.15 2.8 5 87 90 88 89 91 92 93 94 86 PLANTA, AZOTEA 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 A B C 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	apartment, autocad, beams, block, building, building departments, columns, condo, Design, DWG, eigenverantwortung, Family, group home, grup, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, shows, size, steel, work