Beams And Joists DWG Detail for AutoCAD

Beams And Joists DWG Detail for AutoCAD

Structural beams and roofs – Several details

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

floor, Provincial Municipality of Jauja, local, mayor:, flat:, draft:, specialty:, ceiling, structures, dist:, pancan, junin, jauja, prov:, Dept:, date:, scale:, sheet:, Provincial Municipality of Jauja, local, mayor:, flat:, draft:, specialty:, details, structures, dist:, pancan, junin, jauja, prov:, Dept:, date:, scale:, sheet:, specified minimum, lower reinforcement, box of joints in beams, superior reinforcement, detail of hooks, in stirrups, note: do not connect more than the total area in the same section. in case of not joining in the areas indicated with the percentages the length of the joint in a consult with the designer. for the lightened flat beams, the inner steel will be spliced ​​on the supports, the length of the joint being equal cm. for cms. for, scale, scale, lightweight detail, scale, temperature, on roofs, foundation, staircase, light well, belt, foundation, belt, sect., scale, sect., scale, sect., scale, sect., scale, sect., scale, sect., scale, sect., scale, rope brick wall, scale, sect., sect., scale, rope brick wall, sect., scale, scale, sobrecimiento, scale, scale, sobrecimiento, scale, scale, scale, scale, sect., scale, sect., scale, tijeral, scale, scale, det. int. sum, det arco ingres sum, det. archway runner, scale, leaf plot scale, floor, local, Provincial Municipality of Jauja, specialty:, draft:, flat:, mayor:, pancan, ceiling, structures, dist:, Dept:, prov:, jauja, junin, sheet:, scale:, date:

Raw text data extracted from CAD file:

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REFUERZO INFERIOR (m) CUADRO DE EMPALMES EN VIGAS 0.55 m. 0.41 m. 0.70 m. d 1/2" 3/8" 5/8" L/4 0.55 m. 0.41 m. 0.70 m. REFUERZO SUPERIOR (m) DETALLE DE GANCHOS D L/3 En Estribos 5 A 135º D = 6d D L L/3 m NOTA: a.- No empalmar mas de 50% del area total en una misma secciòn. b.- En caso de no empalmarse en las zonas indicadas o con los porcentajes especificados,aumentar la longitud del empalme en un 70% o consultar con el proyectista. c.- Para los aligerados y vigas chatas el acero interior se empalmarà sobre los apoyos siendo la longitud de empalme igual a 35 cm. para fierros de 3/8" y 40 cms. para 1/2" S Ø 1/4" @ 0.20 B-B ESCALA : 1/10 5 5 5 A-A ESCALA : 1/10 S Ø 1/4" @ 0.20 Ø 1/2" 5 Ø 3/8" Ø 3/8" Ø 1/2" 5 5 5 5 5 5 5 5 DETALLE DE ALIGERADO - E=0.20 5 5 5 5 5 5 ESCALA : 1/10 TEMPERATURA Ø 1/4" @ 0.20 # 8 @ 0.20 EN AZOTEAS d 3/8": 1@.05,4 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 CIMENTACION 5 5 B A 5 D C 5 5 B A 5 5 5 5 D E C 5 F G 5 H I 4.90 5 5 2 1 4.50 3 4 5 6 5 4.90 5 5 1 2 4.50 3 4 5 5 5 6 5 7 8 VP-101 (.25 X .40) CAJA DE ESCALERA (.25 X .40) VP-101 (.25 X .40) VP-101 (.25 X .40) VP-101 (.25 X .40) VP-101 (.25 X .30) 14 V. c e 14 V. d 9 V. b 13 V. a 10 V. Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" Ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 V. c POZO DE LUZ VA-101 (.25 X .30) VP-100 CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" TIJERAL-1 TIJERAL-1 TIJERAL-1 TIJERAL-1 TIJERAL-1 TIJERAL-1 TIJERAL-1 TIJERAL-1 TIJERAL-1 TIJERAL-1 TIJERAL-1 TIJERAL-1 TIJERAL-1 DV DV DV VA-101 (.25 X .30) VA-102 VA-103 VA-103 (.25 X .30) (.25 X .30) (.25 X .30) VA-104 (.25 X .30) VP-104 VP-104 VP-102 VP-102 (.25X.40) (.25X.40) VP-102 (.25X.50) VP-104 (.25X.50) VP-104 (.25X.50) VP-103 (.25X.25) (.25X.25) VP-103 VP-103 (.25X.25) (.25X.25) VP-103 (VER DETALLE) 6 5 3 4 4.50 4.90 5 2 5 (.25 X .40) VP-201 (.25 X .40) (.25 X .40) (.25 X .40) CIMENTACION (VER DETALLE) (.25 X .30) (.25 X .30) (.25 X .30) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" CORREA 2"X 3" VP-100 5 5 5 1 2 Ø 5/8" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 5/8" 5 1 1 2 5 5 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 5 2 Ø 1/2" E 5 2 Ø 1/2" F VP-101-201 5 1 2 VA-101 VA-102 VA-103 VA-104 (.25X.25) VP-103 5 5 5 VP-104 5 5 5 G H I 5 5 5 5 3 4 5 6 2 5 3 4 5 5 5 5 3 4 6 5 5 2 5 6 5 5 5 5 5 5 5 1 2 3 4 6 5 7 8 5 A 5 5 B C D 5 1 Ø 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,4 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,4 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 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 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05, Rto.@ .10 5 5 2 Ø 1/2" 5 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 5 5 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 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": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 2 Ø 1/2" 2 Ø 1/2" 5 5 5 5 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 3 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2d 5/8" 2d 5/8" SECC. 1-1 ESCALA : 1/25 5 5 5 5 SECC. 2-2 ESCALA : 1/25 2 2 1d 1/2" 2d 5/8" 1d 1/2" 2d 5/8" 3 3 4 4 5 5 2d 5/8" 4d 5/8" SECC. 4-4 ESCALA : 1/25 SECC. 3-3 ESCALA : 1/25 2d 5/8" 5 5 2d 5/8" 2d 1/2" 3 3 4 4 3 3 4 4 3 3 4 4 5 5 6 6 5 5 4d 1/2" SECC. 6-6 SECC. 5-5 ESCALA : 1/25 ESCALA : 1/25 2d 1/2" 2d 1/2" 4d 1/2" 2d 1/2" 5 5 5 5 6 6 5 5 6 6 5 5 6 6 5 5 6 6 5 5 6 6 5 5 6 6 5 5 6 6 5 5 6 6 5 5 6 6 5 5 6 6 5 5 6 6 6 6 8 8 7 7 7 7 8 8 7 7 8 8 7 7 8 8 7 7 8 8 7 7 8 8 7 7 8 8 5 5 2d 1/2" 4d 1/2" SECC. 8-8 SECC. 7-7 ESCALA : 1/25 ESCALA : 1/25 2d 1/2" 4d 1/2" 5 5 2d 1/2" 9 9 10 10 11 11 11 11 5 5 5d 5/8" SECC. 10-10 SECC. 9-9 ESCALA : 1/25 ESCALA : 1/25 2d 5/8" 4d 5/8" 2d 5/8" 5 5 d 3/8": 1@.05,5 @ .10, 4 @ .15, 4 @ .20, Rto.@ .25 d 3/8": 1@.05,1 @ .10,Rto.@ .25 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 d 3/8": 1@.05,1 @ .10,Rto.@ .25 VI-104 11 11 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 5 5 5 d 3/8": 1@.05,5 @ .10, 4 @ .15, 4 @ .20, Rto.@ .25 9 9 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 11 11 10 10 5 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" MURO DE LADRILLO DE SOGA MURO DE LADRILLO DE SOGA 12 12 5 5 ESCALA : 1/25 SECC. 11-11 2d 5/8" 2d 5/8" 5 5 2d 1/2" SECC. 12-12 ESCALA : 1/25 2d 1/2" VA-203 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 5 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 5 5 VI-204 5 5 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 5 3 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 5 5 5 6 6 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 5 5 5 5 4 5 5 6 6 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 5 5 5 5 5 6 6 2 Ø 1/2" 5 5 6 d 1/4": @.10 d 1/4": @.20 d 1/4": @.20 d 1/4": @.20 d 1/4": @.20 d 1/4": @.20 d 1/4": @.10 5 5 5 5 5 5 MURO DE LADRILLO DE SOGA 13 13 SECC. 13-13 5 5 2d 1/2" ESCALA : 1/25 2d 1/2" VP-201 VP-201 VP-201 (.25 X .30) VA-203 (.25 X .30) VA-203 VI-204 (VER DETALLE) VI-204 ESCALA : 1/25 ESCALA : 1/25 ESCALA : 1/25 ESCALA : 1/25 ESCALA : 1/25 ESCALA : 1/25 ESCALA : 1/25 ESCALA : 1/25 ESCALA : 1/25 2 d 5/8" 2 d 5/8" 5 5 5 5 VC-01 2 1 Sobrecimiento 5 5 5 1-1 ESCALA : 1/25 2 d 5/8" 5 5 5 2-2 5 ESCALA : 1/25 5 2 1 2 d 5/8" 5 5 5 5 1 d 1/2" 4 3 2 d 5/8" 2 d 5/8" 2 d 5/8"+1d1/2" VC-02 5 5 5 5 5 5 5 2 d 5/8" Sobrecimiento 1 d 1/2" 4 3 2 d 5/8" 2 d 5/8" 3-3 5 ESCALA : 1/25 5 5 ESCALA : 1/25 5 4-4 5 5 2 d 5/8" 5 5 5 5 5 5 2 Ø 5/8" 2 Ø 5/8" 5 VP-102 5 ESCALA : 1/25 (.25X.40) 5 2 Ø 5/8" 2 Ø 5/8" d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 15 14 5 1 2 2 Ø 5/8" 15 14 5 2 Ø 5/8" 5 5 2 Ø 5/8" 2 Ø 5/8" 5 2 Ø 5/8" 5 2 Ø 5/8" 5 5 2 Ø 5/8" 2 Ø 5/8" 5 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 14 15 2 Ø 5/8" 2 Ø 5/8" 5 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 14 15 5 3 2 Ø 5/8" 14 15 4 2 Ø 5/8" 14 15 2 Ø 1/2" 2 Ø 1/2" 5 2 Ø 5/8" 5 2 Ø 1/2" 5 2 Ø 5/8" 2 Ø 5/8" 5 5 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 14 15 2 Ø 1/2" 2 Ø 1/2" 5 5 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 14 15 5 5 2 Ø 5/8" 14 15 6 2 Ø 1/2" 14 15 2 Ø 1/2" 5 2 Ø 1/2" 2 Ø 1/2" 5 5 2 Ø 1/2" 2 Ø 1/2" 5 5 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 14 15 2 Ø 1/2" 2 Ø 1/2" 5 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 14 15 5 7 2 Ø 1/2" 14 15 8 2 Ø 1/2" 14 15 5 5 ESCALA : 1/25 SECC. 14-14 ESCALA : 1/25 SECC. 15-15 4d 5/8" 2d 5/8" 2d 5/8" 5 5 4d 5/8" d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 5 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 5 ESCALA : 1/25 VA-203 5 5 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 5 5 3 d 3/8": 1@.05,3 @ .10, 2 @ .15, 2 @ .20, Rto.@ .25 5 5 5 6 6 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 5 5 5 5 4 5 5 6 6 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 5 5 5 5 5 6 6 2 Ø 1/2" 5 5 6 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" TIJERAL T-2 TIJERAL T-2 TIJERAL T-2 TIJERAL T-2 TIJERAL T-2 TIJERAL T-2 TIJERAL T-2 VI-104 VI-104 I H 5 G F 5 E 5 5 ESCALA : 1/25 VC-01 VC-02 ESCALA : 1/25 1d 3/8"@.30 1d 3/8"@.25 1d 3/8"@.25 1d 3/8"@.30 1d 3/8"@.25 1d 3/8"@.30 1d 3/8"@.25 1d 3/8"@.30 1d 3/8"@.25 1d 3/8"@.30 1d 3/8"@.25 1d 3/8"@.30 5 5 5 5 5 5 5 5 5 DET. ARCO INT. SUM DET ARCO INGRESO SUM DET. ARCO CORREDOR ESCALA 1/25 ESCALA 1/25 ESCALA 1/25 HOJA A-4 PLOTEAR ESCALA 1/25 HOJA A-4 PLOTEAR ESCALA 1/25 HOJA A-4 PLOTEAR ESCALA 1/25 \LPRIMER PISO \lESCALA 1 : 50 LOCAL COMUNAL-CHUCLU MUNICIPALIDAD PROVINCIAL DE JAUJA ESPECIALIDAD: PROYECTO: PLANO: ALCALDE: MAR.-2003 E-02 1:50 PANCAN TECHO 1 ESTRUCTURAS DIST: DPTO: PROV: JAUJA JUNIN LAMINA: ESCALA: FECHA:

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, beams, cover, dach, DETAIL, details, DWG, hangar, joists, lagerschuppen, roof, roofs, shed, structural, structure, terrasse, toit