Classrooms Details – Structure DWG Detail for AutoCAD

Classrooms Details – Structure DWG Detail for AutoCAD

Classrooms Details – Structure

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

white, n. m., university, c é sarvallejo, court cc, vc, variable, ss.hh-men, ss.hh-women, sc, external column on the three floors, lightened slab, vc, shoe mesh, according to table, shoes, detail of passageway section, padding, tamped, natural floor, wall, false armed floor, section aa, section bb, see table, variable, union detail beams – columns, section cc, section dd, lightened, detail in beams crossing, brick, izometric detail, enclosure beam, masonry wall, beams and lightened, beam to be built, classroom, solid slab., specified in detail, cut aa, overburden, cut bb, column box, type, steel, column, plate or beam, specified, beam, from each end, typical central column, meeting detail between beam and column, beam, high window, xx cut, columneta, typical detail of columneta anchor with running foundation, according to colu box mnas, detail of foundations, specialty:, map of:, name of the project :, trujillo, district:, address:, province:, architecture, date :, scale :, lamina:, foundations – classrooms, teacher :, students:, urbanism and buildings, arq. jessica rodriguez lopez, arq. tello condi caterina, i.e. san martin, es.arq. crossed villanueva j., of porres, faculty of architecture, ca. jose olaya, ca. jose galvez, ca. leoncio meadow, pan-american highway, location, element, all reinforcement will be cold bent, unless indicated by the resident engineer., detail of bending of stirrups, columns and beams, typical section of, temperature, l cm, length chart, anchoring, lightened – classrooms, arch. caterina tello count

Raw text data extracted from CAD file:

BLANCO 16470 A A B B 12.5 10.0 6.5 a(cm.) 1/4" 3/8" 1/2" d 2.5 2.0 1.3 r(cm.) \A1;0.60 \A1;0.15 \A1;0.60 \A1;0.30 \A1;0.60 \A1;0.15 \A1;0.60 \A1;0.30 \A1;.40 \A1;.40 \A1;0.50 \A1;0.50 \A1;0.30 \A1;.15 \A1;ESPECIFICADO \A1;a \A1;ESPECIFICADO \A1;r \A1;.68 \A1;0.15 \A1;0.70 \A1;variable: min:1.00 \A1;Variable \A1;B \A1;A \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.1 \A1;0.15 \A1;0.90 \A1;0,30 \A1;0,30 \A1;. \A1;0.10 \A1;0.15 \A1;.40 \A1;.55 \A1;.40 \A1;.60 \A1;.25 \A1;.50 \A1;.68 \A1;1.40 \A1;0.3 \A1;0.40 \A1;1.9 \A1;1.8 \A1;1.9 \A1;1.8 \A1;1.9 \A1;1.8 \A1;1.9 \A1;1.8 \A1;1.9 \A1;1.8 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.8 \A1;1.4 \A1;1.15 \A1;1.4 \A1;1.15 \A1;1.4 \A1;1.15 \A1;1.4 \A1;1.15 \A1;2 \A1;1.8 \A1;2 \A1;1.8 \A1;2 \A1;1.8 \A1;2 \A1;1.8 N. M. U N I V E R S I D A D C É S A R V A L L E J O \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lC \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lO \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lN \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lS \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lO \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lR \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lC \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lI \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lO \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lU \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lN \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lI \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lV \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lE \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lR \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lS \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lI \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lT \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lA \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lR \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lI \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lO \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\l\U+25CF \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lV \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lA \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lL \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lL \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lE \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lJ \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lO \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\l- \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lS \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lI \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lP \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lÁ \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lN \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\l- \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lA \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lU \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lT \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lO \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lN \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lO \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lM \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lA \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\l\U+25CF 7.00 3.30 3.30 0.50 0.50 CORTE C-C 0.30 .15 N.P.T. + .15 V.C 0.15 \A1;.60 \A1;.73 0.15 0.70 0.70 variable 0.20 \A1;0.8 \A1;0.8 \A1;0.8 \A1;0.8 \A1;0.8 \A1;0.8 \A1;0.8 \A1;0.8 \A1;0.8 \A1;0.8 SS.HH-HOMBRES SS.HH-MUJERES C-5 C C C C C C C C 0.8000000000000682 0.8000000000000114 0.8000000000000682 0.8000000000000682 0.8000000000000114 0.8000000000000682 0.8000000000000114 0.8000000000000682 0.8000000000000114 0.8000000000000682 Z-5 C-5 Z-5 C-5 Z-5 C-5 Z-5 C-5 Z-5 C-5 Z-5 5 Ø 5/8"@ 0.23 5 Ø 5/8"@ 0.23 h=0.6 5 Ø 5/8"@ 0.23 5 Ø 5/8"@ 0.23 5 Ø 5/8"@ 0.23 5 Ø 5/8"@ 0.23 5 Ø 5/8"@ 0.23 5 Ø 5/8"@ 0.23 5 Ø 5/8"@ 0.23 5 Ø 5/8"@ 0.23 5 Ø 5/8"@ 0.23 5 Ø 5/8"@ 0.23 C C C C C C 0.6012531542010606 0.7332663656716818 S.C. SOLADO DE C° 1:12 Esc: 1/25 COLUMNA EXTERNA EN LOS TRES PISOS (Ver Cuadro Columnas) N.P.T + 0.33 m LOSA ALIGERADA \A1;variable (min 0.80) 5 5 5 5 5 v.c. \A1;B \A1;A MALLA DE ZAPATA 5 5 REC. LIBRE 0.070 SEGUN CUADRO DE ZAPATAS \A1;.15 DETALLE DE SECCION DE PASADIZO CONCRETO F'c=140kg./cm² APISONADO (4") RELLENO AFIRMADO APISONADO SUELO NATURAL \A1;.05 \A1;1.95 \A1;.10 NPT+0.15 MURO FALSO PISO ARMADO ESC: 1:20 \A1;.60 \A1;.73 0.15 0.70 0.70 variable 0.20 0.6012531542010606 0.7332663656716818 S.C. SOLADO DE C° 1:12 Esc: 1/25 CORTE LONGITUDINAL DE C-5 (Ver Cuadro Columnas) N.P.T + 0.33 m LOSA ALIGERADA \A1;variable (min 0.80) 5 5 5 5 5 v.c. \A1;Variable \A1;.25 \A1;.40 \A1;.25 \A1;1.40 \A1;4.39 \A1;4.31 \A1;4.15 \A1;4.30 \A1;.25 \A1;.40 \A1;.25 \A1;1.40 \A1;4.15 \A1;4.15 \A1;25.45 C-2 Ø 3/8" 1@0.05, 8@0.10, R@0.20 c/extremo 1.400000000000091 1 Ø 1/2" Ø 3/8" 1@0.05, 8@0.10, R@0.20 c/extremo Ø 3/8" 1@0.05, 8@0.10, R@0.20 c/extremo Ø 3/8" 1@0.05, 8@0.10, R@0.20 c/extremo Ø 3/8" 1@0.05, 8@0.10, R@0.20 c/extremo Ø 3/8" 1@0.05, 8@0.10, R@0.20 c/extremo 1.400000000000091 2 Ø 1/2" A A B B A A B B B B B B B B B B B B B B B B B B 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" CORTE ESTRUCTURAL DE VIGAS V- 101(0.25x0.40) - Ejes (A, B, C, D, E,F,G) VP-102 VP-102 VP-102 VP-102 VP-103 VP-103 VP-103 4.387212757482303 A B 4.312787242517516 4.150000000000091 4.150000000000091 4.149999999999636 4.300574485035668 C D E F G 25.4505744850353 1 Ø 1/2" C-2 C-2 C-1 C-4 C-4 C-1 SECCION A-A ESC. 1/25 0.2499999999995453 2 Ø 1/2" 5 5 3 Ø 1/2" SECCION B-B ESC. 1/25 0.2499999999995453 2 Ø 1/2" 5 5 2 Ø 1/2" f fy=4200 Kg/cm2 25.0 cm. 11.5 cm. 15.5 cm. 20.0 cm. 30.5 cm. 1 " LONGITUDES DE GANCHOS ( cm. ) 3 / 8 " 1 / 2 " 5 / 8 " 3 / 4 " Ver cuadro Variable C C C 0.05 0.05 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b Espaciamiento en el nudo : f\H0.6x; 3 / 8" @ 0.10 C 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b DETALLE DE UNIÓN VIGAS - COLUMNAS \A1;0.15 \A1;0.85 \A1;1.00 \A1;0.95 \A1;0.95 \A1;0.40 \A1;0.40 \A1;0.95 \A1;0.95 \A1;0.40 \A1;0.90 \A1;0.60 \A1;.25 \A1;1.00 \A1;7.38 \A1;1.93 \A1;9.30 \A1;1.00 V-101 2 Ø 3/4" A A B B 2 Ø 5/8" 2 Ø 3/4" 2 Ø 1/2" 5 A A V-101 1.000019107995058 1.001145721254943 2 Ø 5/8" C C V-101 3 Ø 1" 3 Ø 1" 1 Ø 1" 2 Ø 5/8" 7.375138921427833 1.925038782927913 C-1 C-1 C-5 D D 1 2 3 9.300179704391894 CORTE ESTRUCTURAL DE VIGAS V- 103(0.35x0.75) V- 104(0.35x0.25) Ejes (1, 2, 3) Ø 3/8" 1@0.05, 8@0.10, R@0.20 c/extremo Ø 3/8" 1@0.05, 5@0.10, R@0.20 c/extremo \A1;.35 \A1;.75 \A1;.25 \A1;.75 \A1;.25 \A1;.35 \A1;.75 \A1;.25 \A1;.35 \A1;.25 \A1;.35 SECCION A-A ESC. 1/25 0.3500066877977588 2 Ø 5/8" 5 5 2 Ø 3/4" 3 Ø 1" 2 Ø 1/2" SECCION B-B ESC. 1/25 5 5 0.3500066877977588 3 Ø 1" 2 Ø 3/4" 2 Ø 1/2" 2 Ø 5/8" 1 Ø 1" SECCION C-C ESC. 1/25 0.3500066877977588 2 Ø 1/2" 5 5 1 Ø 1" 2 Ø 3/4" SECCION D-D ESC. 1/25 0.3500066877977588 2 Ø 5/8" 5 2 Ø 3/4" NPT±0.00 0.1499999999999773 0.845000000000141 0.9950000000001182 0.6000000000001364 5 5 5 5 d3/8" @ .20 d 3/8" @ .20 d 3/8" @ 0.20 \A1;.175 \A1;.175 \A1;.175 5 5 5 d 3/8" @ 0.14 \A1;.175 \A1;.175 \A1;.175 NPT+3.15 CORTE EN (TRAMO N°-1) d 3/8" @ 0.20 9 d 1/2" @ 0.20 9 d 1/2" @ 0.20 d 3/8" @ 0.20 11 d 5/8" @ 0.15 5 V-105 ALIGERADO 11 d 1/2" @ 0.15 14 d 5/8" @ 0.12 14 d 5/8" @ 0.12 14 d 5/8" @ 0.12 11 d 1/2" @ 0.15 9 9 1 18 11 d 5/8" @ 0.15 11 d 5/8" @ 0.15 11 d 5/8" @ 0.15 11 d 5/8" @ 0.15 9 d 1/2" @ 0.20 9 d 1/2" @ 0.20 CORTE EN (TRAMO N°-2) 11 d 1/2" @ 0.15 11 d 1/2" @ 0.15 11 d 1/2" @ 0.15 14 d 5/8" @ 0.12 d 3/8" @ 0.14 d 3/8" @ 0.14 d 3/8" @ 0.14 \A1;X \A1;X \A1;X \A1;X DETALLE EN CRUCE DE VIGAS \A1;ESPECIFICADO \A1;a \A1;ESPECIFICADO \A1;r \A1;.10 \A1;.30 \A1;.30 \A1;.20 \A1;.10 \A1;.25 \A1;.05 \A1;.10 Ø1/4" @ 0.25 (TEMPERATURA) 30 x 30 x12 LADRILLO DE .05 .15 .20 DETALLE IZOMETRICO DE MURO (15 X 20) VIGA DE CERRAMIENTO MURO DE ALBAÑILERIA VIGA DE AMARRE (25 X 40) (CONSTRUCCION POSTERIOR) VIGAS Y ALIGERADO VIGA A CONSTRUIR (CONSTRUCCION POSTERIOR) ALIGERADO 8.00 8.50 \A1;1.9 4.00 4.00 4.00 4.00 4.00 4.00 \A1;2 \A1;2 8.00 1.85 1.85 \A1;1.20 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.20 \A1;1.20 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.20 \A1;1.20 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;0.50 \A1;0.50 \A1;1.20 \A1;1.00 \A1;1.00 \A1;3.10 \A1;3.10 \A1;4.28 \A1;4.15 \A1;4.15 \A1;4.15 \A1;4.31 \A1;4.39 \A1;3.75 \A1;3.55 \A1;2 \A1;3.36 \A1;1.3 \A1;1.3 \A1;1.3 \A1;1.3 \A1;3.36 A U L A A U L A A U L A C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 11 Ø 5/8"@ 0.163 11 Ø 5/8"@ 0.17 Z-1 Z-1 Z-1 Z-2 Z-2 Z-4 Z-2 Z-2 Z-4 Z-2 Z-2 1.799202725069733 1.899999999999991 1.799202725069733 1.899999999999991 1.799202725069733 5 1.799202725069627 5 1.79920272506962 5 1.79920272506962 A A A A A A A A A A A A A A A A A A A A A A 1.399999999999977 1.149999999999984 1.399999999999977 1.149999999999999 1.399999999999977 1.150000000000006 1.399999999999977 1.149999999999991 C-4 Z-4 9 Ø 3/4"@ 0.23 8 Ø 3/4"@ 0.235 1.999999999999993 1.799999999999898 C-4 Z-4 9 Ø 3/4"@ 0.23 8 Ø 3/4"@ 0.235 2.0 1.799999999999898 C-4 9 Ø 3/4"@ 0.23 8 Ø 3/4"@ 0.235 1.999999999999996 1.800000000000011 C-4 9 Ø 3/4"@ 0.23 8 Ø 3/4"@ 0.235 2.0 1.800000000000011 7 Ø 5/8"@ 0.21 5 Ø 5/8"@ 0.25 7 Ø 5/8"@ 0.21 5 Ø 5/8"@ 0.25 7 Ø 5/8"@ 0.21 5 Ø 5/8"@ 0.25 7 Ø 5/8"@ 0.21 5 Ø 5/8"@ 0.25 6 Ø 5/8"@ 0.23 6 Ø 5/8"@ 0.23 1.299999999999898 1.299999999999997 6 Ø 5/8"@ 0.23 6 Ø 5/8"@ 0.23 1.299999999999898 1.29999999999999 6 Ø 5/8"@ 0.23 6 Ø 5/8"@ 0.23 1.300000000000011 5 C-3 C-3 C-3 C-3 Z-3 Z-3 Z-3 Z-3 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.7 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 h=0.6 7.00 3.30 5 C-1 1.899999999999991 1.999999999999989 2.0 5 5 5 5 5 5 5 5 8.499999999999986 C-5 C-5 4 Ø 5/8"@ 0.23 4 Ø 5/8"@ 0.23 C-5 4 Ø 5/8"@ 0.23 4 Ø 5/8"@ 0.23 C-5 4 Ø 5/8"@ 0.23 4 Ø 5/8"@ 0.23 C-5 4 Ø 5/8"@ 0.23 4 Ø 5/8"@ 0.23 C-5 4 Ø 5/8"@ 0.23 4 Ø 5/8"@ 0.23 C-5 4 Ø 5/8"@ 0.23 4 Ø 5/8"@ 0.23 C-5 4 Ø 5/8"@ 0.23 4 Ø 5/8"@ 0.23 A B C D E F G 1 2 3 1.850000000000406 1.850000000000406 4 Z-1 6 Ø 5/8"@ 0.23 6 Ø 5/8"@ 0.23 h=0.6 Z-1 6 Ø 5/8"@ 0.23 6 Ø 5/8"@ 0.23 h=0.6 1.299999999999898 1.299999999999997 1.299999999999997 1.299999999999898 5 C-1 C-1 VP-102 (0.25 x 0.35) VP-102 VP-103 (0.35 x 0.75) VP-103 (0.35 x 0.75) VP-103 (0.35 x 0.75) VP-102 (0.25 x 0.35) VP-102 (0.25 x 0.35) VP-102 (0.25 x 0.35) VP-102 (0.25 x 0.35) VP-102 (0.25 x 0.35) VP-102 (0.25 x 0.35) V-101 (0.25 x 0.40) 1Ø1/2" 1.200000000000273 0.5033309999998892 0.5033310000007987 1Ø 3/8" 1Ø1/2" 0.9999999999995453 1Ø1/2" 1.0 0.5033310000001165 1Ø1/2" 0.5033310000007987 1Ø1/2" 1.0 0.9999999999995453 0.5033309999998892 1Ø1/2" 1Ø 3/8" 1Ø1/2" 0.5033310000007987 1Ø1/2" 0.9999999999997726 0.9999999999997726 0.5033309999998892 1Ø1/2" 0.5033310000007987 1Ø1/2" 0.9999999999997726 0.9999999999997726 0.5033310000001165 1Ø1/2" 0.5033310000007987 1Ø1/2" 0.9999999999997726 0.9999999999997726 0.5033309999998892 1Ø1/2" 0.5033310000007987 1Ø1/2" 1.199999999999818 1Ø 3/8" 1Ø1/2" 1Ø 3/8" 1Ø1/2" 1Ø 3/8" 1Ø1/2" 1Ø 3/8" 1Ø1/2" 1Ø1/2" 1.200000000000273 0.5033309999998892 0.5033310000007987 1Ø 3/8" 1Ø1/2" 0.9999999999995453 1Ø1/2" 1.0 0.5033310000001165 1Ø1/2" 0.5033310000007987 1Ø1/2" 1.0 0.9999999999995453 0.5033309999998892 1Ø1/2" 1Ø 3/8" 1Ø1/2" 0.5033310000007987 1Ø1/2" 0.9999999999997726 0.9999999999997726 0.5033309999998892 1Ø1/2" 0.5033310000007987 1Ø1/2" 0.9999999999997726 0.9999999999997726 0.5033310000001165 1Ø1/2" 0.5033310000007987 1Ø1/2" 0.9999999999997726 0.9999999999997726 0.5033309999998892 1Ø1/2" 0.5033310000007987 1Ø1/2" 1.199999999999818 1Ø 3/8" 1Ø1/2" 1Ø 3/8" 1Ø1/2" 1Ø 3/8" 1Ø1/2" 1Ø 3/8" 1Ø1/2" A-1 1Ø1/2" 1.200000000000273 0.5033309999998892 0.5033310000007987 1Ø 3/8" 1Ø1/2" 0.9999999999995453 1Ø1/2" 1.0 0.5033310000001165 1Ø1/2" 0.5033310000007987 1Ø1/2" 1.0 0.9999999999995453 0.5033309999998892 1Ø1/2" 1Ø 3/8" 1Ø1/2" 0.5033310000007987 1Ø1/2" 0.9999999999997726 0.9999999999997726 0.5033309999998892 1Ø1/2" 0.5033310000007987 1Ø1/2" 0.9999999999997726 0.9999999999997726 0.5033310000001165 1Ø1/2" 0.5033310000007987 1Ø 3/8" 1Ø1/2" 1Ø 3/8" 1Ø1/2" 3.100000000000129 3.099999999999909 1Ø1/2" 1.199999999999818 1Ø1/2" 0.9999999999997726 0.9999999999997726 1Ø1/2" V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) V-101 (0.25 x 0.40) C-1 C-1 C-4 C-3 C-3 C-1 C-4 C-4 C-4 C-1 C-5 C-5 C-5 C-5 C-5 C-3 C-3 C-2 C-2 C-4 C-4 C-2 C-2 C-5 C-5 A-2 2 4 5 3 6 7 8 VP-104 (0.30 x 0.40) VP-104 (0.30 x 0.40) 1Ø1/2" 1Ø1/2" 1 9 10 11 12 15 17 18 16 V-101 (0.25 x 0.40) 1Ø1/2" 1Ø1/2" LOSA MACIZA. \A1;Junta de Separacion Sismica e=.030 14 13 V-101 (0.25 x 0.40) C-5 C-5 A B C D E F G 1 2 3 4 4.274999999999977 4.149999999999977 4.150000000000091 4.149999999999977 4.312787242517629 4.387212757482303 3.75 3.550000000000068 2.000000000000114 C-1 5 V-101 (0.25 x 0.40) recubrimiento 0.04 m recubrimiento 0.02 m d 3/8" separación variable recubrimiento 0.02 m especificado en detalle especificado en detalle viga de borde hacia abajo 0.20 x 0.45 m 2 d 1/2 " Ø 3/8" @ 0.30 m variable \A1;.25 \A1;.50 \A1;.25 SECCION A-A ESC. 1/20 0.2524999999995998 5 5 2 Ø 5/8" 2 Ø 5/8" \A1;L CORTE A-A S/C,1:8 + 25%PM \A1;.25 0.60 NPT = +0.15 Viga Riostra(VR) Sobrecimiento (.25*.40) 4d1/2" d1/4", 1@.05, 3@.10, R@.20 c/ext. 0.15 NFC - 1.57 0.60 0.30 CORTE B-B 0.60 NPT = + 0.15 0.15 Viga Riostra(VR) (.25x.25) 4d1/2" d1/4", 1@.05, 3@.10, R@.20 c/ext. NFC - 1.57 0.60 0.30 C 1 .40 .40 CUADRO DE COLUMNAS TIPO 4d 5/8" ACERO (.35X.35) C 2 (.40X.55) 4d 5/8" C 3 4d 5/8" (.25X.50) dDE COLUMNA,PLACA O VIGA ESPECIFICADO a ESPECIFICADO 45° 45° r \LDETALLE DE DOBLADO DE ESTRIBOS C 4 (.40X.60) 4d 1/2" 4d 3/4" 4d 1/2" .40 .55 .40 .60 4d 1/2" .25 .50 5 5 0.15 0.70 SOLADO DE C° 1:12 variable: min:1.00 VIGA \A1;.30 VIGA VIGA N.T.N.±0.00 de cada extremo []d1/2",1@0.05,4@0.10 3@0.15,Rto @0.25 de cada extremo []d1/2",1@0.05,4@0.10 3@0.15,Rto @0.25 de cada extremo []d1/2",1@0.05,4@0.10 3@0.15,Rto @0.25 COLUMNA CENTRAL TIPICA f fy=4200 Kg/cm2 25.0 cm. 15.5 cm. 20.0 cm. LONGITUDES DE GANCHOS ( cm. ) 1 / 2 " 5 / 8 " 3 / 4 " Ver cuadro Variable C C C 0.05 0.05 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b Espaciamiento en el nudo : f\H0.6x; 3 / 8" @ 0.10 C 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b DETALLE DE UNIÓN VIGAS - COLUMNAS MALLA DE ZAPATA B A REC. LIBRE 0.070 SEGUN CUADRO DE ZAPATAS DETALLE DE ENCUENTRO ENTRE VIGA Y COLUMNA DETALLE DE AMARRE DE MURO NO PORTANTE (Con ventana) CON COLUMNA 0.30 0.30 Viga Ventana alta 0.10 x x Corte x-x 2Ø3/8" 0.1 0.15 1Ø1/4"@0.25 Escala: 1:25 Columnetas y viguetas f'c=175 Kg/cm² 2 ALAMBRES # 8 CADA 5 HILADAS COLUMNETA DET. DE AMARRE ENTRE \LMUROS Y COLUMNAS ESC : 1/25 1.40 5 VC. (0.25*0.40) VC. (0.25*0.40) 0.40 V.C V.C \A1;.25 5 DETALLE TIPICO DE ANCLAJE DE COLUMNETA CON CIMIENTO CORRIDO 5 ESC. 1/25 N.F.C. - 1.00 5 N.F.P. + 0.10 (VARIABLE) .10 .10 .10 S S .10 .10 SEGUN CUADRO DE COLUMNAS . 5 SEGUN CUADRO DE COLUMNAS CADA 5 HILERAS 2 ALAMBRES N°8 S PARA UNA MEJOR ADERENCIA PARA LA SEGUNDA JORNADA LLENAR A 1/2 DE ALTURA ,SOLO PARA UNIDADES MACIZAS. ANTES DE EMPESAR LA SEGUNDA JORNADA LIMPIAR Y HUMEDECER (VERIFICAR % DE ABSORCION DE LAS UNIDADES DE LADRILLO) MORTERO: C:A: 1:4 JUNTAS =1.5 cm. COMO MAXIMO \LESPECIFICACIÓN LADRILLO MORTERO ESCALA 1/10 DETALLE DE CIMENTACION 1 @ 0.05, 3@ 0.10, 3@0.15, R@0.25 EST. Ø 3/8" N.P.T.±0.30 Especialidad: Plano de : Nombre del Proyecto: TRUJILLO Distrito : Dirección : Provincia : ARQUITECTURA NOVIEMBRE 2008 Fecha: Escala: Lamina : E-01 CIMENTACION - AULAS Docente: TRUJILLO 1/75 Alumnos : URBANISMO Y EDIFICACIONES ARQ. JESSICA RODRIGUEZ LOPEZ ARQ. TELLO CONDI CATERINA Lote 01 Sector 3 - El Milagro I.E. SAN MARTIN Es.Arq. CRUZADO VILLANUEVA J. DE PORRES Ca Leoncio Prado s/n Mz. 48 FACULTAD DE ARQUITECTURA M E OU RP RP I-1 I-1 I-1 I-1 I-1 I-1 R4 CA. JOSE OLAYA CA. JOSE GALVEZ CA. LEONCIO PRADO PASAJE "D" CARRETERA PANAMERICANA PASAJE "B" PASAJE "A" PASAJE "C" LOCALIZACION ELEMENTO 1@ 0.05,4@ 0.10,3@ 0.15, Rto @ .25 1@ 0.05,4@ 0.10,3@ 0.15, Rto @ .25 1@ 0.05,4@ 0.10,3@ 0.15, Rto @ .25 1@ 0.05,4@ 0.10,3@ 0.15, Rto @ .25 PESO PROPIO : POR CADA h = 20 cm = 300 kg / m² SOBRECARGA EN TECHO = 500 Kg / m² SOBRECARGAS O CARGAS VIVAS ( C. V. ) : CARGA DE DISEÑO : ( RNE U = 1.6 C.M + 1.8 C.V ) \LESPECIFICACIONES ACERCA DEL REFUERZO : SOBRECARGA EN COLEGIO = 500 Kg / m² Todo refuerzo será doblado en frío, salvo indicación del Ingeniero Residente. Longitud de Traslape mínima = 30 cm. Cuando el refuerzo paralelo se coloque en dos o más capas, las barras de las capas superiores deben colocarse exactamente sobre las de las capas inferiores con una distancia libre entre capas igual al f b y no menor de 2.5 cm. PESO DE ACABADOS = 100 kg / m² CONCRETO f'c = 210 Kg/Cm² \LLOSAS ALIGERADAS : ACERO fy = 4200 Kg/Cm² CARGAS PERMANENTES ( C. M. ) : \LPARÁMETROS DE DISEÑO DE LOSA ALIGERADA : RECUBRIMIENTO MÍNIMO DEL REFUERZO = 2.0 cm PESO ESPECIFICO DEL CONCRETO = 2400 kg / m³ \W8.37649; DETALLE DE ESCALERA DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS dDE COLUMNA,PLACA O VIGA ESPECIFICADO a ESPECIFICADO 45° 45° r 12.5 10.0 6.5 a(cm.) 1/4" 3/8" 1/2" d 2.5 2.0 1.3 r(cm.) ALIGERADO(h=.25) .10 SECCION TIPICA DE .30 .30 .20 .10 .25 .05 .10 DE TEMPERATURA d1/4"@.25 L cm L .35 .30 .45 .80 .90 3/8" 1/4" 1/2" 5/8" 3/4" d CUADRO DE LONGITUD DE ANCLAJE \W8.80475; DETALLE ISOMETRICO \W9.04358; DE MODULO DE AULA \W8.90956; DETALLE DE ANCLAJE \W8.35614; (viga - columna) Especialidad: Plano de : Nombre del Proyecto: TRUJILLO Distrito : Dirección : Provincia : ARQUITECTURA NOVIEMBRE 2008 Fecha: Escala: Lamina : E-02 ALIGERADO - AULAS Docente: TRUJILLO 1/75 Alumnos : URBANISMO Y EDIFICACIONES ARQ. JESSICA RODRIGUEZ LOPEZ ARQ. CATERINA TELLO CONDE Lote 01 Sector 3 - El Milagro I.E. SAN MARTIN Es.Arq. CRUZADO VILLANUEVA J. DE PORRES Ca Leoncio Prado s/n Mz. 48 FACULTAD DE ARQUITECTURA M E OU RP RP I-1 I-1 I-1 I-1 I-1 I-1 R4 CA. JOSE OLAYA CA. JOSE GALVEZ CA. LEONCIO PRADO PASAJE "D" CARRETERA PANAMERICANA PASAJE "B" PASAJE "A" PASAJE "C" LOCALIZACION

Language	Spanish
Drawing Type	Detail
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, classrooms, College, DETAIL, details, DWG, library, school, structure, university