Remodeling And Expansion Teatrino Of Humanities At National University Of Trujillo DWG Model for AutoCAD

Remodeling And Expansion Teatrino Of Humanities At National University Of Trujillo DWG Model for AutoCAD

Roofs’ planes

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

remodeling and expansion of the humanities theater of the national university of trujillo, project:, revised :, lamina :, plane :, scale :, indicated, structures, level of roofs, second level, national university of trujillo, drawing :, date :, lombardi , structures details of beams i, plane structures of ceilings third level, structures details of beams iii, structures details of beams ii, reinforced retaining wall, reinforced retaining wall, reinforced retaining wall, existing beam, solid slab, metal joist, belts , column, all the masonry units of the walls will be manufactured with the dimensions, minimum indicated in this plan, may be concrete, clay or silicate calcareo ,, shall be classified as a minimum with type IV of the corresponding norm itintec., regulation national of constructions, Peruvian standards of seismic design, dead loads, masonry, masonry unit indicated:, regulations, efforts, cement type ms in cimentacio n, coatings, slabs, beams, min., colum., in columns, reinforcement in one, not spliced, central third., will be located in the, the joints l, same section, slabs and beams, will not be allowed, splices of the reinforcement, of light of the slab or, beam on each side of, the column or support., column chart, type, description, detail of anchoring and bends, beam – column, foundation beam, nfp, column – slab lightweight, lightweight slab, technical specifications, note:, overlap and joints, abutments, legend, existing slab and bleachers, metal structure of mezzanine, existing columns, projected columns, existing structure, existing slab, corrugated iron, gutter, support column, detail of rain collector gutter, rain collector gutter, plate and existing beam irons, plate and column irons, metal truss, conformation of supports, detail of fixation of base plate, detail of meeting truss-beam, detail of meeting truss -column, plate, det alle of lightened, blocks of clay, to the axis of the slab, detail of balcony, junction with slab projected, beam

Raw text data extracted from CAD file:

N±0.00 N±0.00 3.81 4.05 1.72 2.28 3.04 4.05 1.72 2.28 1.07 1.07 2.64 .99 .21 2.64 R A V I L O B N O M I S 1924 1.10 1.10 1.60 1.60 1.60 1.60 1.10 1.10 1.10 1.10 1.10 1.60 1.60 1.60 1.60 1.10 3.81 4.05 1.72 2.28 3.04 4.05 1.94 2.28 1.07 1.07 2.64 .77 .21 2.64 1.10 1.10 1.60 1.60 1.60 1.60 1.10 1.10 1.10 1.10 0.30 1.42 5.43 5.28 0.30 0.45 0.30 0.20 0.45 1.60 1.60 0.80 0.80 2.46 2.09 0.45 0.45 0.30 0.30 5.00 2.09 5.65 5.28 0.30 0.45 1.80 1.80 0.30 2.45 2.15 0.40 0.30 5.33 0.70 0.70 3.18 5.63 6.36 6.36 5.63 2.45 5.30 5.63 6.36 6.36 5.62 2.45 5.30 5.63 6.36 6.36 5.62 2.45 5.30 1.00 1.00 5.92 0.48 5.68 6.36 5.68 6.36 1.00 1.00 0.40 0.30 5.33 5.92 0.48 2.00 2.00 1.60 1.60 2.00 2.00 2.05 0.40 2.40 1.72 3.35 0.30 0.30 3.05 5.03 0.30 0.30 4.73 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 0.30 1.26 0.30 0.30 0.30 0.40 0.30 0.45 0.30 0.17 0.26 0.50 0.50 0.30 0.30 0.30 0.30 5.50 7.27 7.95 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.35 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.25 \A1;0.80 \A1;0.60 \A1;0.60 \A1;0.80 \A1;0.60 \A1;0.85 \A1;0.13 \A1;0.40 \A1;0.30 \A1;1.00 \A1;0.90 \A1;0.80 \A1;14.80 \A1;1.68 \A1;1.68 \A1;1.68 \A1;1.68 \A1;1.68 \A1;1.68 \A1;1.68 \A1;1.35 \A1;0.42 \A1;1.60 \A1;0.30 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.20 \A1;0.10 \A1;0.40 .90 4.61 \A1;0.43 1.00 1.00 1.30 1.20 1.30 1.20 3.04 4.05 3.81 1.94 3.35 0.30 2.75 0.30 3.75 0.30 3.41 0.50 1.54 0.30 3.05 0.30 3.05 0.30 0.30 3.35 3.05 3.35 0.30 5.43 5.28 0.30 0.45 1.60 1.60 0.80 0.80 0.45 2.65 2.65 2.39 2.65 2.65 2.39 2.46 2.09 0.45 0.45 0.30 0.30 5.00 2.09 5.65 5.28 0.30 0.45 1.80 1.80 0.30 2.45 2.15 0.99 3.04 0.30 1.42 0.50 2.64 0.30 0.30 0.59 1.72 3.35 0.30 0.30 3.05 5.03 0.30 0.30 4.73 0.30 \A1;3.62 1.31 1.26 \A1;0.40 2.62 3.81 1.94 3.35 0.30 3.41 0.50 1.54 0.30 3.05 0.30 0.30 0.30 0.30 0.30 0.55 3.44 3.75 2.64 1.42 3.87 4.05 0.50 0.59 3.04 0.99 1.72 1.00 1.00 1.30 1.20 1.30 1.20 3.04 4.05 3.81 1.94 3.35 0.30 2.75 0.30 3.75 0.30 3.41 0.50 1.54 0.30 3.05 0.30 3.81 1.94 3.16 4.05 0.55 2.74 3.74 3.41 1.54 0.30 0.30 0.30 0.50 3.05 0.30 3.35 5.43 5.28 0.30 0.45 1.60 1.60 0.80 0.80 2.46 2.09 0.45 0.45 0.30 0.30 5.00 2.65 2.65 2.39 0.45 2.09 5.65 5.28 0.30 0.45 1.80 1.80 0.30 2.45 2.15 PLANO DE TECHO SEGUNDO NIVEL \fTimes New Roman|b0|i0|c0|p18;\H0.49999x;ESCALA 1:50 REMODELACION Y AMPLIACION DEL TEATRIN DE HUMANIDADES DE LA UNIVERSIDAD NACIONAL DE TRUJILLO PROYECTO: \W2.42816; RESPONSABLE: REVISADO: LAMINA: E-04 PLANO: ESCALA: INDICADA ESTRUCTURAS PLANO DE TECHOS SEGUNDO NIVEL UNIVERSIDAD NACIONAL DE TRUJILLO DIBUJO: FECHA: LOMBARDI DICIEMBRE 2009 REMODELACION Y AMPLIACION DEL TEATRIN DE HUMANIDADES DE LA UNIVERSIDAD NACIONAL DE TRUJILLO PROYECTO: \W2.42816; RESPONSABLE: REVISADO: LAMINA: E-06 PLANO: ESCALA: INDICADA ESTRUCTURAS DETALLES DE VIGAS I UNIVERSIDAD NACIONAL DE TRUJILLO DIBUJO: FECHA: LOMBARDI DICIEMBRE 2009 PLANO DE TECHO TERCER NIVEL \fTimes New Roman|b0|i0|c0|p18;\H0.49999x;ESCALA 1:50 REMODELACION Y AMPLIACION DEL TEATRIN DE HUMANIDADES DE LA UNIVERSIDAD NACIONAL DE TRUJILLO PROYECTO: \W2.42816; RESPONSABLE: REVISADO: LAMINA: E-05 PLANO: ESCALA: INDICADA ESTRUCTURAS PLANO DE TECHOS TERCER NIVEL UNIVERSIDAD NACIONAL DE TRUJILLO DIBUJO: FECHA: LOMBARDI DICIEMBRE 2009 0.20 0.25 0.25 0.30 0.175 0.25 0.25 0.25 0.25 1.75 0.25 0.25 0.25 0.25 0.30 0.175 0.25 0.25 1.80 .77 .21 2.64 3.81 4.05 1.72 2.28 3.04 4.05 1.94 2.28 1.07 1.07 2.64 REMODELACION Y AMPLIACION DEL TEATRIN DE HUMANIDADES DE LA UNIVERSIDAD NACIONAL DE TRUJILLO PROYECTO: \W2.42816; RESPONSABLE: REVISADO: LAMINA: E-08 PLANO: ESCALA: INDICADA ESTRUCTURAS DETALLES DE VIGAS III UNIVERSIDAD NACIONAL DE TRUJILLO DIBUJO: FECHA: LOMBARDI DICIEMBRE 2009 REMODELACION Y AMPLIACION DEL TEATRIN DE HUMANIDADES DE LA UNIVERSIDAD NACIONAL DE TRUJILLO PROYECTO: \W2.42816; RESPONSABLE: REVISADO: LAMINA: E-07 PLANO: ESCALA: INDICADA ESTRUCTURAS DETALLES DE VIGAS II UNIVERSIDAD NACIONAL DE TRUJILLO DIBUJO: FECHA: LOMBARDI DICIEMBRE 2009 REMODELACION Y AMPLIACION DEL TEATRIN DE HUMANIDADES DE LA UNIVERSIDAD NACIONAL DE TRUJILLO PROYECTO: \W2.42816; RESPONSABLE: REVISADO: LAMINA: E-09 PLANO: ESCALA: INDICADA ESTRUCTURAS DETALLES DE CERCHA Y ESCALERA 02 UNIVERSIDAD NACIONAL DE TRUJILLO DIBUJO: FECHA: LOMBARDI DICIEMBRE 2009 C-2 C-1 C-3 C-2 C-4 C-3 C-2 C-5 C-1 C-1 C-1 C-2 C-1 C-1 P-1 C-5 5 5 5 5 5 5 5 5 5 5 5 8 9 11 12 13 14 5 10 5 7 6 5 7 6 8 9 10 11 12 13 14 LOSA EXISTENTE (INGRESO) NPT + 2.96 VE - 101 (0.30 x 0.60) VP - 100 (0.30 x 0.30) VP - 103 (0.30 x 0.60) VE - 102 (0.30 x 0.60) VE - 102 (0.30 x 0.60) VE - 103 (0.30 x 0.60) VE - 103 (0.30 x 0.60) VE - 103 VE - 103 (0.30 x 0.60) VP - 105 VP - 108 (0.30 x 0.60) VP - 108 (0.30 x 0.60) VP - 108 (0.30 x 0.60) VP - 108 VP - 105 VCH - 100 (0.25 x 0.20) VA (0.30 x 0.60) VP - 101 (0.30 x 0.30) VP - 102 (0.30 x 0.30) VP - 102 (0.30 x 0.30) Muro de Contencion Armado VP - 104 (0.30 x 0.60) VP - 104 (0.30 x 0.60) VP - 103 (0.30 x 0.60) VP - 104 (0.30 x 0.60) VP - 105 VP - 105 VP - 106 (0.30 x 0.30) VP - 106 (0.30 x 0.30) VP - 107 (0.30 x 0.30) VP - 106 (0.30 x 0.30) VP - 108 (0.30 x 0.60) 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" @ 0.20 1 Ø 1/2" 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 1 Ø 1/2" 5 1 Ø 1/2" 5 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 5 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 MURO DE CONTENCION ARMADO VE - 103 (0.30 x 0.60) VE - 103 (0.30 x 0.60) VE - 103 (0.30 x 0.60) VE - 103 VIGA EXISTENTE (0.30 x 0.60) LOSA EXISTENTE (HALL) NFP + 0.81 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 C-3 C-3 C-1 C-1 C-1 C-1 C-1 C-1 VIGA EXISTENTE (0.30 x 0.60) VIGA EXISTENTE (0.30 x 0.60) VIGA EXISTENTE (0.30 x 0.60) VIGA EXISTENTE (0.30 x 0.60) MURODE CONTENCION ARMADO Muro de Contencion Armado C-2 C-1 C-3 C-2 C-4 C-3 C-2 C-5 C-1 C-1 C-1 C-2 C-1 C-1 P-1 C-5 5 5 5 5 5 5 5 5 5 5 5 8 9 11 12 13 14 5 10 5 7 6 5 7 6 8 9 10 11 12 13 14 VP - 200 (0.30 x 0.80) VP - 203 (0.30 x 0.60) VP - 208 (0.30 x 0.60) VP - 205 VCH - 200 (0.25 x 0.20) VP - 202 (0.30 x 0.80) VP - 202 (0.30 x 0.80) VP - 204 (0.30 x 0.60) VP - 204 (0.30 x 0.60) VP - 203 (0.30 x 0.60) VP - 204 (0.30 x 0.60) VP - 206 (0.30 x 0.60) VP - 206 (0.30 x 0.60) VP - 207 (0.30 x 0.60) VP - 208 (0.30 x 0.60) 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" VP - 205 ( 0.30 x 0.60) C-1 C-1 C-1 VP - 208 (0.30 x 0.60) C-2 C-1 C-3 C-2 C-4 C-3 C-2 C-5 C-1 C-1 C-1 C-2 C-1 C-1 P-1 C-5 VP - 300 (0.30 x 1.00) VP - 303 (0.30 x 0.60) VP - 307 (0.30 x 1.35) VP - 307 (0.30 x 1.35) VP - 307 (0.30 x 1.35) VP - 305 VCH - 300 (0.25 x 0.20) VP - 302 (0.30 x 1.00) VP - 302 (0.30 x 1.00 VP - 304 (0.30 x 0.60) VP - 304 (0.30 x 0.60) VP - 303 (0.30 x 0.60) VP - 304 (0.30 x 0.60) VP - 306 (0.30 x 0.60) VP - 306 (0.30 x 0.60) VP - 307 (0.30 x 0.60) VP - 306 (0.30 x 0.60) VP - 307 (0.30 x 1.35) 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 5 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" VP - 305 ( 0.30 x 1.35) VIGA EXISTENTE C-1 C-1 C-1 VP - 305 ( 0.30 x 1.35) VP - 305 ( 0.30 x 1.35) VP - 307 (0.30 x 1.35) 1 Ø 1/2" 1 Ø 1/2" LOSA MACIZA VMR - 101 (0.40 x 1.20) VMR - 102 (0.25 x 0.25) VMR - 103 (0.25 x 0.25) Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica VMR - 104 (0.25 x 0.25) Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas Correas - Perfil C 6" x 2" Correas 5 D 5 5 5 C Doblado 0.20 m 2 Ø 5/8" 2 Ø 5/8" 5 Doblado 0.35 m Doblado 0.35 m 3 Ø 3/4" 3 Ø 5/8" 2 Ø 5/8" 2 Ø 3/4" ESCALA 1/25 DETALLE DE VIGA VP-100 ( 0.30 x 0.30 ) Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 5 5 4 4 Ø 3/8" 1 @ .05 , 6 @ 0.10 ESCALA 1/25 DETALLE DE VIGA VP-105 ( 0.30 x 0.60 ) 5 Doblado 0.15 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 5 2 Ø 5/8" 5 5 5 5 Columna Columna 5 H 5 5 5 D 2 Ø 5/8" 2 Ø 5/8" 3 Ø 3/4" Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Columna Columna ESCALA 1/25 DETALLE DE VIGA VP-101 ( 0.30 x 0.30 ) 5 5 5 5 VP - 101 VP - 101 VP - 201 (0.30 x 0.80) VP - 201 VP - 201 VP - 301 (0.30 x 1.00) VP - 301 VP - 301 Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 2 Ø 3/4" 2 Ø 3/4" 2 Ø 3/4" 2 Ø 5/8" 2 Ø 5/8" 3 Ø 3/4" 2 Ø 5/8" ESCALA 1/25 DETALLE DE VIGA VP-102 ( 0.30 x 0.30 ) Columna Columna 5 H 5 5 5 I 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 3/4" 2 Ø 5/8" 5 5 5 K 2 Ø 5/8" 2 Ø 5/8" 2 Ø 3/4" 5 5 Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 5 Doblado 0.35 m 3 Ø 3/4" 3 Ø 3/4" 3 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 5 5 5 5 4 4 Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. ESCALA 1/25 DETALLE DE VIGA VP-103 - VP-203 - VP-303 ( 0.30 x 0.60 ) Columna Columna Columna 5 5 5 5 5 5 A C D H I K F E G 5 5 5 5 5 5 C D H I K F E G 5 5 5 5 5 5 C D H I K F E G 5 Columna Columna 2 Ø 5/8" 3 Ø 3/4" 2 Ø 5/8" 2 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 5 5 5 5 Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 5 5 C D F 5 3 Ø 3/4" 3 Ø 3/4" 3 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 5 5 4 4 3 Ø 3/4" 2 Ø 5/8" 2 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 5 5 5 5 5 5 I H F Columna Columna Columna 5 5 5 5 5 5 Columna 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 LOSA MACIZA VCH - 101 (0.40 x 0.20) VCH - 201 (0.40 x 0.25) 3 Ø 3/4" 3 Ø 5/8" 2 Ø 5/8" 3 Ø 3/4" 5 5 5 K Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. ESCALA 1/25 DETALLE DE VIGA VP-104 - VP-204 - VP-304 ( 0.30 x 0.60 ) 12 5 11 5 14 Doblado 0.20 m Doblado 0.20 m 3 Ø 5/8" 3 Ø 5/8" ESCALA 1/25 DETALLE DE VIGA VP-106 ( 0.30 x 0.30 ) Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Columna 5 5 5 12 Columna Columna Columna 5 14 Doblado 0.20 m Doblado 0.20 m 3 Ø 5/8" 3 Ø 5/8" ESCALA 1/25 DETALLE DE VIGA VP-107 ( 0.30 x 0.30 ) Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Columna 5 5 5 12 Muro de Contencion Armado VMR - 104 (0.25 x 0.25) 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 1 Ø 1/2" @ 0.20 5 5 1 Ø 3/8" 1 Ø 1/2" 1 Ø 3/8" 5 5 1 Ø 3/8" 5 5 5 5 1 Ø 3/8" 5 5 1 Ø 3/8" 5 5 1 Ø 3/8" 1 Ø 3/8" 5 5 1 Ø 3/8" 5 5 Enlucido cielo raso y piso terminado; 100kg/m² Todas las unidades de albañileria de los muros se fabricaran con las dimensiones minimas indicadas en este plano, podran ser de concreto, arcilla o silico calcareo, deberan clasificar como minimo con el Tipo IV de la norma itintec correspondiente. Aligerado h=20m s/c=300 kg/m² y 400 kg/m² Normas Tecnicas E-060, E-070 Reglamento Nacional de Construcciones Normas Peruanas de Diseño Sismorresistente VC-2 : 3.00cm VC-1 : 2.50cm Cimentacion : 7.50cm CARGAS MUERTAS ALBAÑILERIA 0.24 UNIDAD DE ALBAÑILERIA INDICADAS: 0.13 0.09 REGLAMENTOS ESFUERZOS ALBAÑILERIA: f´´m = 45 kg/cm2 Acero fy= 4200 kg /cm² Cemento Tipo MS en Cimentacion RECUBRIMIENTOS Si tiene alveolos estos no excederan en 30% del volumen. Cimientos corridos : concreto ciclopeo: c:h 1:10 +30%P.G. Sobrecimiento corrido : concreto ciclopeo: c:h 1: 8 +25%P.M. Zapatas y Vigas de Cimentacion : concreto f'c=210 kg/cm² Columnas, vigas y losa aligerada y escalera: concreto f'c=210 kg/cm² MORTERO: 1:4 ( CEMENTO - ARENA GRUESA) Terreno : Rt 1.21 kg/cm² Df=2.00 m Zapatas : 7.50cm Columnas C-1; C-2 ; C-3 : 3.00cm Columnas C-A : 2.50cm 1.5cm. 2.0cm. LOSAS VIGAS ( cm) 40 50 60 80 100 Ø 3/8" 1/2" 5/8" 3/4" 1" L R L Ø L R min. 10cm 6mm 15cm 3/8" COLUM. ( cm) 30 40 50 50 90 EN COLUMNAS armadura en una mas del 50% de la No se empalmaran tercio central. se ubicaran en el Los empalmes L L misma seccion. LOSAS Y VIGAS No se permitiran empalmes del refuerzo superior (negativo) en una longitud de 1/4 de luz de la losa o viga a cada lado de L la columna o apoyo. Sub Zapatas y Sub cimientos : concreto ciclopeo: c:h 1:12 +30%P.G. CUADRO DE COLUMNAS 5 5 TIPO DESCRIPCION 8 Ø 3/4" + 6 Ø 5/8" Ø 3/8" 1 @ 0.05 ; 6 @ 0.10 ; 3 @ 0.15 ; Rto. @ 0.25 c/e. ESCALA 1:25 4 Ø 3/4" + 4 Ø 5/8" 5 5 Ø 3/8" 1 @ 0.05 ; 6 @ 0.10 ; 3 @ 0.15 ; Rto. @ 0.25 c/e. C-1 (0.30 x 0.30) P-1 (0.30 x 1.26) 5 5 Ø 3/8" 1 @ 0.05 ; 6 @ 0.10 ; 3 @ 0.15 ; Rto. @ 0.25 c/e. C-2 (0.30 x 0.40) Ø 3/4" Ø 3/4" Ø 3/4" Ø 3/4" 4 Ø 3/4" + 4 Ø 5/8" Ø 3/4" Ø 3/4" 5 5 Ø 3/8" 1 @ 0.05 ; 6 @ 0.10 ; 3 @ 0.15 ; Rto. @ 0.25 c/e. 6 Ø 3/4" + 2 Ø 5/8" Ø 3/4" Ø 3/4" C-3 (0.30 x 0.45) Ø 3/4" Ø 3/8" 1 @ 0.05 ; 6 @ 0.10 ; 3 @ 0.15 ; Rto. @ 0.25 c/e. 6 Ø 3/4" + 2 Ø 5/8" 5 5 5 Ø 3/4" 5 5 Ø 3/8" 1 @ 0.05 ; 6 @ 0.10 ; 3 @ 0.15 ; Rto. @ 0.25 c/e. 8 Ø 1" + 8 Ø 3/4" Ø 1" Ø 1" C-4 (Exagonal) C-5 (0.50 x 0.50) 2 2 3 DETALLE DE ANCLAJE Y DOBLECES \T2;TIPO VIGA - COLUMNA ESCALA 1:25 Viga de cimentación N.F.P. Columna 5 5 COLUMNA - LOSA ALIGERADA Columna Losa aligerada 5 5 ESPECIFICACIONES TÉCNICAS N.F.P. = NIVEL DE FALSO PISO N.F.C. = NIVEL DE FONDO DE CIMIENTO N.T.N. = NIVEL DE TERRENO NATURAL Todos los muros de ladrillo K.K. llevarán acero de Refuerzo Horizontal cada 3 Hiladas con alambre de refuerzo Nº 8 ( ver detalle). NOTA : TRASLAPE Y EMPALMES ESTRIBOS LEYENDA LOSA Y GRADERIAS EXISTENTES ESTUCTURA METÁLICA DE MEZANINE COLUMNAS EXISTENTES COLUMNAS PROYECTADAS Correas - Perfil C 6" x 2" Cercha de Cubierta Tipo 0.20 x 0.60 m Cercha de Cubierta Tipo 0.20 x 0.60 m Cercha de Cubierta Tipo 0.20 x 0.60 m Cercha de Cubierta Tipo 0.20 x 0.60 m Cercha de Cubierta Tipo 0.20 x 0.60 m Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" Tensor 1 Ø 5/8" Correas - Perfil C 6" x 2" Correas - Perfil C 6" x 2" VMR - 105 (0.25 x 0.25) Vigueta Metálica P-1 Estructura Existente Vigueta Metálica Vigueta Metálica Vigueta Metálica Vigueta Metálica Estructura Existente 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.80 5 5 5 Losa Existente Plancha Ondulada Cordon Superior U 200 x 50 x 5 Perfil 4 Correas C 150 x 50 x 15 x 3 Tensor Soldado 1 Ø 5/8" Montantes 2L 40 x 3 Cordon Inferior U 200 x 50 x 5 CERCHA TIPO DE CUBIERTA \fTimes New Roman|b0|i0|c0|p18;\H0.49999x;ESCALA 1:50 5 5 Canaleta 5 5 5 \A1;Ø 1/4" @ 0.10 \A1;Ø 1/4" @ 0.10 ESCALA 1:10 Canaleta Concreto = 210 Kg/cm² Columna de Apoyo Viga VP-302 5 5 5 Estructura Existente 5 6 12 DETALLE DE CANALETA RECOLECTOR DE LLUVIA 5 5 5 5 5 5 5 5 5 5 5 5 5 Ver Detalle 2 Diagonales 2\U+221F 40 x 30 Montantes 2\U+221F 40 x 30 Montantes 2\U+221F 40 x 30 Montantes 2\U+221F 40 x 30 Montantes 2\U+221F 40 x 30 Diagonales 2\U+221F 40 x 30 \A1;Tensor Soldado 1 Ø 5/8" \A1;Cubierta de Plancha de Fibrocemento Perfil 4 Gancho Galvanizado J L=10 cm. Soporte \U+221F50 x 50 x 4 Soporte \U+221F50 x 50 x 4 Canaleta Recolector de Lluvia Placa Base 300 x 400 x 10 Varillas de 1.30 m x 3/4" Soldadas a Placa y Fierros de Viga Existente Gancho Galvanizado J L=10 cm. Conformacion de Apoyos Placa E=5mm Correa C 150 x 50 x 15 x 3 \A1;Tensor Soldado 1 Ø 5/8" Montantes 2\U+221F 40 x 30 Montantes 2\U+221F 40 x 30 Montantes 2\U+221F 40 x 30 Montantes 2\U+221F 40 x 30 Diagonales 2\U+221F 40 x 30 Varillas de 1.30 m x 3/4" Soldadas a Placa y Fierros de Columna Placa Base 300 x 400 x 10 Conformacion de Apoyos Placa E=5mm Soporte \U+221F50 x 50 x 4 Gancho Galvanizado J L=10 cm. Correa C 150 x 50 x 15 x 3 \A1;Cubierta de Plancha de Fibrocemento Perfil 4 Columna de Apoyo (Ver Detalle) (Ver Detalle) (Ver Detalle) CERCHA METALICA Conformación de Apoyos Placa Base 300 x 400 x 10 \A1;Varillas \U+00D8 3/4" @ 0.10 \A1;Varillas \U+00D8 3/4" @ 0.10 5 5 5 5 5 5 5 DETALLE DE FIJACION DE PLACA BASE DETALLE DE ENCUENTRO CERCHA-VIGA ESCALA 1:25 ESCALA 1:10 DETALLE DE ENCUENTRO CERCHA-COLUMNA ESCALA 1:25 Diagonal 2L 40 x 3 Diagonales 2\U+221F 40 x 30 Diagonales 2\U+221F 40 x 30 Diagonales 2\U+221F 40 x 30 Diagonales 2\U+221F 40 x 30 Diagonales 2\U+221F 40 x 30 6 5 5 5 Columna Columna Columna Columna Columna Columna Correas - Perfil C 6" x 2" Correas Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" Tensor 1 Ø 5/8" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , Rto @ 0.10 Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Doblado 0.20 m Doblado 0.20 m Doblado 0.20 m Doblado 0.35 m Doblado 0.35 m Doblado 0.35 m Doblado 0.35 m Doblado 0.35 m 5 5 5 5 5 5 6 5 8 5 9 5 10 5 12 5 14 5 5 5 5 5 5 5 5 5 5 5 3 Ø 1/2" 3 Ø 1/2" Ø 1/4" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 5 5 5 14 5 12 ESCALA 1/25 DETALLE DE VIGA VCH-100 - VCH-200 - VCH-300 ( 0.25 x 0.20 ) ESCALA 1/25 DETALLE DE VIGA VP-108 ( 0.30 x 0.60 ) 2 Ø 5/8" 4 Ø 5/8" Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 5 5 14 5 12 ESCALA 1/25 DETALLE DE VIGA VCH-101 - VCH-201 ( 0.40 x 0.20 ) 2 Ø 1/2" 5 D 5 5 5 C Doblado 0.35 m 3 Ø 3/4" 3 Ø 5/8" 2 Ø 5/8" 4 Ø 3/4" ESCALA 1/25 DETALLE DE VIGA VP-200 ( 0.30 x 0.80 ) Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 5 2 Ø 5/8" 5 5 5 5 Columna Columna Doblado 0.35 m 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" 3 Ø 3/4" 2 Ø 5/8" Doblado 0.20 m Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 5 5 5 E F G 5 H 5 5 5 D 3 Ø 5/8" 2 Ø 5/8" 4 Ø 3/4" Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Columna Columna ESCALA 1/25 DETALLE DE VIGA VP-201 ( 0.30 x 0.80 ) 5 5 5 5 Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 2 Ø 5/8" 2 Ø 5/8" 4 Ø 3/4" 3 Ø 5/8" Columna Columna Doblado 0.35 m 4 Ø 3/4" 3 Ø 5/8" Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 5 5 5 E F G Doblado 0.35 m 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" ESCALA 1/25 DETALLE DE VIGA VP-202 ( 0.30 x 0.80 ) 5 H 5 5 5 I 3 Ø 3/4" 3 Ø 5/8" 2 Ø 5/8" 4 Ø 3/4" 2 Ø 5/8" 5 5 5 K 3 Ø 3/4" 2 Ø 5/8" 4 Ø 3/4" 5 5 Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Columna Columna Doblado 0.35 m Doblado 0.20 m Doblado 0.35 m 3 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" Columna Columna Columna 3 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 2 Ø 5/8" 2 Ø 5/8" Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 9 5 11 5 12 5 5 5 5 5 Columna 5 5 5 10 Ø 3/8" 1 @ .05 , Rto. @ 0.10 c/e. ESCALA 1/25 DETALLE DE VIGA VP-205 ( 0.30 x 0.60 ) 5 14 Doblado 0.35 m Doblado 0.35 m 3 Ø 5/8" 3 Ø 3/4" ESCALA 1/25 DETALLE DE VIGA VP-206 - VP- 306 ( 0.30 x 0.60 ) Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Columna 5 5 5 12 Columna 5 14 Doblado 0.35 m Doblado 0.35 m 3 Ø 5/8" 3 Ø 3/4" ESCALA 1/25 DETALLE DE VIGA VP-207 - VP-307 ( 0.30 x 0.60 ) 5 5 5 12 Columna Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 5 5 5 Doblado 0.35 m Doblado 0.35 m 3 Ø 3/4" 3 Ø 5/8" 5 Ø 3/8" 1 @ .05 , 6 @ 0.10 ESCALA 1/25 DETALLE DE VIGA V-A ( 0.30 x 0.60 ) Placa 2 Ø 1/2" 5 5 I K 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" Columna Columna Columna Columna 3 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , Rto @ 0.10 Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Doblado 0.35 m 9 5 10 5 12 5 14 5 5 5 5 5 5 5 Doblado 0.35 m ESCALA 1/25 DETALLE DE VIGA VP-208 ( 0.30 x 0.60 ) Columna Columna 5 Columna 5 Columna 5 Columna 5 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 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" Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , Rto @ 0.10 5 5 5 5 5 6 5 8 5 Columna 5 5 9 5 5 5 10 11 12 ESCALA 1/25 DETALLE DE VIGA VP-305 ( 0.30 x 1.35 ) Columna Columna Columna Columna Columna Columna 3 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , Rto @ 0.10 Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Doblado 0.35 m Doblado 0.35 m 5 5 5 5 5 5 6 5 8 5 9 5 10 5 12 5 14 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1/25 DETALLE DE VIGA VP-301 ( 0.30 x 1.55 ) 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" Doblado 0.35 m Doblado 0.35 m Doblado 0.35 m Doblado 0.35 m 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" Columna Columna 5 Columna 5 Columna Columna 5 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 3 Ø 5/8" 3 Ø 3/4" 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" Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , Rto @ 0.10 5 5 5 5 5 6 5 8 5 Columna 5 9 5 5 10 12 Doblado 0.35 m Doblado 0.35 m Doblado 0.35 m Doblado 0.35 m 5 5 Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 5 14 ESCALA 1/25 DETALLE DE VIGA VP-307 ( 0.30 x 1.35 ) 5 D 5 5 5 C Doblado 0.35 m 3 Ø 3/4" 3 Ø 5/8" 2 Ø 5/8" 4 Ø 3/4" ESCALA 1/25 DETALLE DE VIGA VP-300 ( 0.30 x 1.00 ) Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 5 2 Ø 5/8" 5 5 5 5 Columna Columna Doblado 0.35 m 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 5 H 5 5 5 D 3 Ø 5/8" 2 Ø 5/8" 4 Ø 3/4" Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Columna Columna ESCALA 1/25 DETALLE DE VIGA VP-301 ( 0.30 x 1.00 ) 5 5 5 5 Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 3 Ø 3/4" 3 Ø 3/4" 3 Ø 3/4" 2 Ø 5/8" 2 Ø 5/8" 4 Ø 3/4" 3 Ø 5/8" Columna Columna Doblado 0.35 m 4 Ø 3/4" 3 Ø 5/8" Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. 5 5 5 E F G Doblado 0.35 m 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" ESCALA 1/25 DETALLE DE VIGA VP-302 ( 0.30 x 1.00 ) 5 H 5 5 5 I 3 Ø 3/4" 3 Ø 5/8" 2 Ø 5/8" 4 Ø 3/4" 2 Ø 5/8" 5 5 5 K 3 Ø 3/4" 2 Ø 5/8" 4 Ø 3/4" 5 5 Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Ø 3/8" 1 @ .05 , 6 @ 0.10 , 4 @ 0.15 , Rto. @ 0.25 c/e. Columna Columna Doblado 0.35 m Doblado 0.35 m 3 Ø 5/8" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" \A1;.05 .15 \A1;.30 \A1;.10 ESC 1/10 \A1;.10 As =1 Ø 6 mm @ .25 t \A1;.10 DETALLE DE ALIGERADO \A1;.30 Bloques de Arcilla al eje de la losa (.12 en azotea) DETALLE DE BALCON 5 Doblado 0.15 N.P.T.+ 3.31 Empalme con Losa Proyectada Ø 1/2" @ 0.25 5 5 Viga 5 5 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 5 5 5 5 5 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 DETALLE DE ESCALERA 2 - PRIMER TRAMO \fArial|b0|i0|c0|p34;\H0.40004x;ESCALA 1/25 5 5 5 5 N.P.T.+ 7.50 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 Viga Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 5 5 5 5 Ø 1/2" @ 0.25 Ø 1/2" @ 0.25 5 DETALLE DE ESCALERA 2 - SEGUNDO TRAMO \fArial|b0|i0|c0|p34;\H0.40004x;ESCALA 1/25 5 5 5 5 5 5 5 5 5 5 5 8 9 11 12 13 14 5 10 5 7 6 5 7 6 8 9 10 11 12 13 14 Doblado 0.35 m Doblado 0.35 m Doblado 0.15 m Doblado 0.15 m Doblado 0.15 m Doblado 0.15 m Doblado 0.35 m Doblado 0.35 m PLANO DE TECHO PRIMER NIVEL \fTimes New Roman|b0|i0|c0|p18;\H0.49999x;ESCALA 1:50 REMODELACION Y AMPLIACION DEL TEATRIN DE HUMANIDADES DE LA UNIVERSIDAD NACIONAL DE TRUJILLO PROYECTO: \W2.42816; RESPONSABLE: REVISADO: LAMINA: E-03 PLANO: ESCALA: INDICADA ESTRUCTURAS PLANO DE TECHOS SEGUNDO NIVEL UNIVERSIDAD NACIONAL DE TRUJILLO DIBUJO: FECHA: LOMBARDI DICIEMBRE 2009

Language	Spanish
Drawing Type	Model
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, College, DWG, expansion, library, model, national, PLANES, remodeling, roofs, school, trujillo, university