A Pavilion Facilities – Construction Details DWG Detail for AutoCAD

facilities of Pavilion – construction details.

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

foundation, concrete ciclopeo, university, c é sarvallejo, reinforced concrete, natural terrain, compacted, foundation beam, cement-concrete, variable, coating, of each end, columneta, mooring detail in wall with vaunts, section aa, section bb , section cc, section dd, solid slab, lightened, rest, brick, enclosure beam, masonry wall, beam to be built, detail of lightened, geometry, ref. trans, ref. princ, bxt, type, foundation, detail of column, bxh, detail of beam, according to elaborated studies, technical specifications, -specific cyclopean :, -concrete armed in :, -steel :, beams, footings, columns, slabs, stairs, Surfaces, foundations, type II or ms, -cement :, -coating, – columns, – footings, – tank, – foundation beams, for columns and beams, l cm, detail of passageway section, solid filling, tamping , natural floor, wall, false armed floor, see detail, section of passage, – beams, length chart, anchor, detail of column anchor, in shoe, coating, column d, plate or beam, specified, given for stairs, lightweight slab, izometric detail, beams and lightened, cement :, coatings:, column, beams and lightened, beam, column, beam stirrups, in crossing with columns, detail in beams crossing, photocopies, corridor, inner courtyard , bathroom men, guarding room, emergenc., dpsto, vehicular income, cen tro of compute, wait, income, pharmacy, reports, machinent, prep. material, bathroom men, bathroom women, bathroom women, entrance students, bathroom, stage, download, ll ‘, pr., street francisco bolognesi, plywood, observations, alfeizer, width, height, cant., area administ., kitchenette, street diego ferrer, workshop, automotris mechanics, patio, exterior, first level plant, service, with wooden frame, double glass, electrowelded iron, glazed

Raw text data extracted from CAD file:

\A1;3.60 \A1;3.66 \A1;1.80 \A1;1.77 \A1;3.56 \A1;3.60 \A1;1.30 \A1;1.30 \A1;2.10 \A1;2.10 \A1;1.50 \A1;1.55 \A1;1.35 \A1;1.35 \A1;1.20 \A1;1.30 \A1;1.35 \A1;2.10 \A1;2.10 \A1;2.10 \A1;2.10 CIMIENTO CONCRETO CICLOPEO DOSIF. 1:10 + 30% P.G. (MAXIMO 6”) U N I V E R S I D A D C É S A R V A L L E J O \A1;0.30 \A1;0.40 0.3000000000000114 0.3999999999999488 \A1;0.35 \A1;0.35 0.3499999999999091 0.3499999999999091 \A1;0.25 \A1;0.40 0.25 0.3999999999999773 \A1;.15 \A1;7.07 \A1;.15 \A1;7.07 \A1;.15 \A1;7.07 \A1;.15 \A1;7.09 \A1;.15 \A1;3.94 \A1;.15 \A1;.87 \A1;.15 \A1;.15 \A1;7.09 \A1;.15 \A1;2.10 \A1;.15 \A1;.58 \A1;3.71 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;4.04 \A1;1.82 \A1;2.23 \A1;3.61 \A1;3.58 \A1;7.20 \A1;.15 \A1;3.75 \A1;3.60 \A1;44.38 \A1;9.30 \A1;.15 \A1;1.95 \A1;0.25 \A1;0.40 0.25 0.3999999999998636 \A1;Junta de Separacion Sismica e=.025 \A1;Junta de Separacion Sismica e=.025 \A1;0.98 \A1;3.45 \A1;3.28 \A1;4.04 \A1;2.10 \A1;2.10 \A1;2.10 \A1;2.10 \A1;3.56 \A1;1.80 \A1;0.30 \A1;1.50 \A1;1.55 \A1;1.50 \A1;1.55 \A1;3.66 \A1;1.95 \A1;0.35 \A1;0.25 \A1;1.20 \A1;1.30 \A1;Junta de Separacion Sismica e=.050 \A1;1.30 \A1;1.20 \A1;1.30 \A1;1.20 \A1;1.30 \A1;1.20 \A1;1.30 \A1;1.25 \A1;1.30 \A1;1.30 \A1;1.25 \A1;1.20 \A1;1.77 \A1;1.30 \A1;1.25 \A1;1.45 \A1;1.30 \A1;1.25 \A1;1.45 \A1;2.10 \A1;1.45 \A1;1.50 \A1;2.10 \A1;2.10 \A1;1.50 \A1;2.10 \A1;1.45 \A1;1.35 \A1;1.35 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;2.10 \A1;2.10 \A1;1.45 \A1;1.50 \A1;2.10 \A1;1.30 \A1;1.25 \A1;1.45 \A1;1.30 \A1;1.25 \A1;1.45 \A1;1.30 \A1;1.25 \A1;1.45 \A1;2.10 \A1;1.35 \A1;1.35 \A1;1.35 \A1;1.35 \A1;3.08 \A1;1.49 \A1;Junta de Separacion Sismica e=.025 \A1;Junta de Separacion Sismica e=.050 \A1;1.35 \A1;1.35 \A1;1.35 \A1;2.10 \A1;1.45 \A1;1.50 \A1;2.10 \A1;1.50 \A1;1.20 \A1;1.45 \A1;1.50 \A1;1.55 \A1;1.55 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.30 \A1;0.30 \A1;0.25 0.25 0.3000000000000682 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.10 \A1;0.05 0.599999999999909 CORTE 1-1 ESC: 1:20 NTN.±0.00 0.599999999999909 NFC.-1.00 0.3999999999998636 0.1000000000001364 0.0499999999999545 NFP.+0.15 CONCRETO ARMADO f’c=210Kg/cm² VC-2 Terreno Natural Compactado \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.10 \A1;0.05 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.10 \A1;0.05 0.599999999999909 CORTE 2-2 ESC: 1:20 0.599999999999909 NFC.-1.00 0.3999999999998636 0.1000000000001364 0.0499999999999545 NFP.+0.15 CONCRETO ARMADO f’c=210Kg/cm² VC-2 Terreno Natural Compactado NFP.+0.15 0.599999999999909 0.4000000000000909 0.0999999999999091 0.0499999999999545 NFC.-1.00 NTN.±0.00 CONCRETO ARMADO f’c=210Kg/cm² VC-1 NFP.+0.15 CORTE 3-3 ESC: 1:20 0.5 Terreno Natural Compactado \A1;0.60 \A1;0.50 \A1;0.40 \A1;0.10 \A1;0.05 \A1;0.60 \A1;0.40 \A1;0.10 \A1;0.05 \A1;0.50 0.599999999999909 CORTE 4-4 ESC: 1:20 NTN.±0.00 0.5 NFC.-1.00 0.3999999999998636 0.1000000000001364 0.0499999999999545 NFP.+0.15 CONCRETO ARMADO f’c=210Kg/cm² VC-1 Terreno Natural Compactado \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.10 \A1;0.05 0.599999999999909 ESC: 1:20 0.599999999999909 0.3999999999998636 0.1000000000001364 0.0499999999999545 NFP.+0.15 Terreno Natural Compactado CORTE 5-5 NFC.-1.00 CONCRETO ARMADO f’c=210Kg/cm² VC-2 NFC.-1.00 0.599999999999909 0.599999999999909 0.3999999999998636 0.1000000000001364 0.0499999999999545 NFP.+0.15 \A1;L \A1;0.60 \A1;1.00 \A1;0.40 \A1;0.15 \A1;VARIABLE \A1;0.60 \A1;0.40 \A1;0.15 \A1;0.10 \A1;1.25 \A1;0.60 \A1;0.50 VIGA CIMENTACION. 0.5999999999394277 0.9999999999378133 0.3999999999983856 0.1500000000232831 SOLADO e = 10 cm. f’c = 100 kl/cm² CEMENTO-HORMIGON CIMIENTO 1:10 +30% P.G.(ma’x 6″) VARIABLE 0.6000000000021828 0.4000000000011141 0.1490966092495682 0.1000000000021828 Ø3/8″ 3@0.15 1.249096609255048 Recubrimiento e=4cm de cada extremo []d3/8″,1@0.05,4@0.10 3@0.15,Rto @0.25 CONCRETO ARMADO f’c=210Kg/cm² VC-1 Terreno Natural Compactado VP – 101 (0.25 X 0.50) 0.6000000000000227 VP – 101 (0.25 X 0.50) \A1;0.50 NFP.+0.15 \A1;Dimensiones indicadas en Planta CONCRETO ARMADO f’c=210Kg/cm² VC-2 []d3/8″,1@0.05,4@0.10 4@0.15,Rto @0.25 NFC.-1.10 0.4977481789070453 NTN.± 0.00 NFC.-1.00 \A1;0.15 \A1;0.25 COLUMNETA 0.1479184689796966 0.2536854806460269 2 d1/2″ []d1/4″,1@0.05,4@0.10 3@0.15,Rto @0.25 29 28 25 27 26 24 23 22 21 10 11 12 13 14 15 16 17 18 19 20 \A1;1.50 \A1;1.55 \A1;3.60 \A1;0.25 \A1;0.35 0.2525000000000546 0.3525000000000773 \A1;0.50 \A1;1.30 \A1;7.20 \A1;.15 \A1;3.75 \A1;3.60 \A1;.15 \A1;1.30 \A1;0.40 \A1;0.60 \A1;0.10 \A1;1.30 \A1;1.25 \A1;1.20 \A1;1.20 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 ESC: 1/25 \A1;h = 2.65 SOBRECIMIENTO C°S° DETALLE DE AMARRE EN MURO CON VASTONES SOBRECIMIENTO C°S° VP – 101 (0.25 X 0.50) COLUMNA C-2 = (0.25 x 0.35) 0.5 \A1;0.15 VP – 101 (0.25 X 0.50) SOLADO DE 4″ MEZCLA 1:12 NPT±0.00 NPT±0.00 PLANTA DE CIMENTACION (TRAMO”A”) ZAPATAS Y COLUMNAS (TRAMO “A”) NTT+3.30 VASTONES d 1/4″ @ 3 HILADAS LONG=0.80m. 0.3999999999998636 0.599999999999909 0.1000000000001364 SOLADO DE 4″ MEZCLA 1:12 VASTONES d 1/4″ @ 3 HILADAS LONG=0.80m. C-3 9 d1/2″ @0.135m 9 d1/2″ @0.135m 9 d1/2″ @0.135m 9 d1/2″ @0.135m 1.299999999999727 5 5 5 VC-2 (0.25cm. x 0.40cm.) 1 1 7.199781692714851 0.1493424203363247 3.749233266697729 3.599890846346625 0.1493424203363247 3 2 1 9 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 1 1 NPT+0.15 NPT+0.15 VC-2 (0.25cm. x 0.40cm.) Terreno Natural Compactado NPT – 1.10 C-2 C-2 0.3026607364115534 0.3026607364115534 0.3026607364115534 0.3026607364115534 COLUMNA C-2 = (0.25 x 0.35) \A1;1.10 \A1;0.87 \A1;1.97 \A1;0.25 \A1;1.07 \A1;1.06 5 1.066149642192158 1.05783361038948 d5/8″ d5/8″ d1/2″ \A1;.15 \A1;7.07 \A1;.15 \A1;7.07 \A1;.15 \A1;7.07 \A1;.15 \A1;7.09 \A1;.15 \A1;3.94 \A1;.15 \A1;.87 \A1;.15 \A1;.15 \A1;7.09 \A1;.15 \A1;2.10 \A1;.15 \A1;.58 \A1;3.71 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;4.04 \A1;1.82 \A1;2.23 \A1;3.61 \A1;3.58 \A1;7.20 \A1;.15 \A1;3.75 \A1;3.60 \A1;44.38 \A1;9.30 \A1;.15 \A1;1.95 \A1;Junta de Separacion Sismica e=.025 \A1;Junta de Separacion Sismica e=.025 \A1;Junta de Separacion Sismica e=.050 \A1;Junta de Separacion Sismica e=.025 \A1;Junta de Separacion Sismica e=.050 \A1;Junta de Separacion Sismica e=.050 \A1;.10 \A1;.30 \A1;.10 \A1;.20 \A1;.15 \A1;.05 \A1;L \A1;3.71 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;4.04 \A1;1.82 \A1;2.23 \A1;3.61 \A1;3.71 \A1;44.38 \A1;3.75 \A1;3.60 \A1;11.69 C-2 3.749233266699321 3.599890846347989 3 2 1 C-3 C-2 7.34912411304731 V-102 V-102 V-104 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 5/8″ 2 Ø 5/8″ 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 C-2 C-3 C-2 V- 101 (0.25 X 0.50) JUNTA SISMICA 1″ V- 101 (0.25 X 0.50) CORTE ESTRUCTURAL EJE “A – A” TRAMOS ” \fArial|b0|i0|c238|p34;1\fArial|b0|i0|c204|p34; – \fArial|b0|i0|c238|p34;2 – 3\fArial|b0|i0|c204|p34; ” PLANTA ESTRUCTURAL EJE “A – A” TRAMOS ” 1\fArial|b0|i0|c204|p34; – \fArial|b0|i0|c238|p34;2 – 3\fArial|b0|i0|c204|p34; ” V- 102 (0.35×0.30) V- 102 (0.35×0.30) V- 104 (0.25×0.25) A A A A A A A A \A1;.35 \A1;.75 \A1;.25 \A1;.75 \A1;.25 \A1;.35 \A1;.75 \A1;.25 \A1;.35 \A1;.25 \A1;.35 \A1;3.75 \A1;3.60 \A1;7.35 \A1;.35 \A1;1.05 \A1;7.32 \A1;2.12 \A1;9.45 \A1;1.85 \A1;1.05 \A1;2.45 \A1;.25 \A1;.50 \A1;.25 SECCION A-A ESC. 1/20 0.2524999999995998 5 5 2 Ø 5/8″ 2 Ø 5/8″ V-106 (0.25 x 0.35) V-102 (0.35 x 0.75) C-1 C-3 C-1 3 Ø 3/4″ A A B B 2 Ø 5/8″ 2 Ø 3/4″ 2 Ø 1/2″ 0.3500000000000227 A A 1.048407450138029 1.051447019695843 3 Ø 5/8″ C C V-101 2 Ø 3/4″ 2 Ø 5/8″ 7.324998000001642 2.124781692720944 C-3 D D 1 3 4 9.449781692720535 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 V-102 V-102 C-1 C-1 2.449852469834696 1.849632162553917 2 Ø 3/4″ CORTE ESTRUCTURAL EJE “D – D” TRAMOS ” 1\fArial|b0|i0|c204|p34; – 3 – 4 ” PLANTA ESTRUCTURAL EJE “D – D” TRAMOS ” 1\fArial|b0|i0|c204|p34; – 3 – 4 ” V- 102 (0.35×0.30) SECCION A-A ESC. 1/20 0.3499999999994543 3 Ø 5/8″ 5 5 5 Ø 3/4″ SECCION B-B 5 5 SECCION C-C 0.3499999999994543 5 5 SECCION D-D ESC. 1/20 0.3499999999994543 2 Ø 5/8″ 5 2 Ø 1/2″ 0.3499999999994543 2 Ø 1/2″ 5 Ø 5/8″ 3 Ø 3/4″ 2 Ø 3/4″ ESC. 1/20 ESC. 1/20 5 Ø 3/4″ 2 Ø 1/2″ 5 Ø 5/8″ \A1;4.34 \A1;1.25 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;1.25 \A1;1.25 \A1;1.25 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;1.25 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.95 \A1;1.25 \A1;1.25 \A1;0.95 \A1;0.95 \A1;0.95 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.95 \A1;0.95 \A1;0.95 \A1;1.25 \A1;1.25 \A1;0.95 \A1;0.95 \A1;0.95 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.95 \A1;0.95 \A1;0.95 \A1;1.25 \A1;1.25 \A1;0.95 \A1;0.95 \A1;0.95 \A1;1.00 \A1;1.35 \A1;0.95 \A1;0.95 \A1;0.95 \A1;1.25 \A1;0.95 \A1;0.95 \A1;0.95 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;.15 \A1;.65 \A1;.80 \A1;.60 \A1;.95 \A1;.95 \A1;.40 \A1;.40 \A1;.95 \A1;.40 \A1;.95 \A1;.90 \A1;Junta de Separacion Sismica e=.050 \A1;Junta de Separacion Sismica e=.050 \A1;Junta de Separacion Sismica e=.050 \A1;Junta de Separacion Sismica e=.030 5 5 5 d 3/8″ @ 0.20 \A1;.175 \A1;.175 \A1;.175 NPT+3.15 5 SECCION B-B (2º tramo) LOSA MACIZA V-105 V-105 ALIGERADO C-3 10 d 1/2″ @ 0.17 13 d 5/8″ @ 0.17 d 3/8″ @ 0.20 d 3/8″ @ 0.20 d 3/8″ @ 0.20 13 d 5/8″ @ 0.17 13 d 5/8″ @ 0.17 13 d 5/8″ @ 0.17 10 d 1/2″ @ 0.17 10 d 1/2″ @ 0.17 13 d 5/8″ @ 0.17 10 d 1/2″ @ 0.17 9 18 Junta de Separacion Sismica e=<> DESCANZO NPT±0.00 0.1499999999999773 0.6450000000000955 0.7950000000000728 0.6000000000001364 5 5 5 5 d3/8″ @ .20 d 3/8″ @ .20 10 d 5/8″ @ 0.17 d 3/8″ @ 0.20 \A1;.175 \A1;.175 \A1;.175 SECCION A-A (1º tramo) 10 d 5/8″ @ 0.17 d 3/8″ @ 0.20 10 d 5/8″ @ 0.17 8 d 1/2″ @ 0.20 8 d 1/2″ @ 0.20 8 d 1/2″ @ 0.20 8 d 1/2″ @ 0.20 d 3/8″ @ 0.20 10 d 5/8″ @ 0.17 \W5.59759; SECCION ESTRUCTURAL DE ESCALERA \W9.53269; TIPO ” U ” 10 d 5/8″ @ 0.17 9 1 DESCANZO Ø1/4″ @ 0.25 (TEMPERATURA) 30 x 30 x12 LADRILLO DE .05 .15 .20 DE MURO (15 X 20) VIGA DE CERRAMIENTO MURO DE ALBAÑILERIA VIGA DE AMARRE (25 X 40) (CONSTRUCCION POSTERIOR) VIGA A CONSTRUIR (CONSTRUCCION POSTERIOR) ALIGERADO (CONSTRUCCION POSTERIOR) 5 5 5 5 5 5 Ø1/4″ @ 0.25 (TEMPERATURA) DETALLE DE ALIGERADO ESC:1/10 5 5 5 5 \A1;.30 \A1;4.14 \A1;.30 \A1;4.45 \A1;.30 \A1;.15 \A1;5.20 \A1;.15 \A1;2.00 \A1;.15 \A1;1.96 \A1;.15 \A1;R3.55 \A1;1.35 \A1;.15 \A1;1.50 \A1;1.20 \A1;.60 \A1;1.61 \A1;.20 \A1;3.41 \A1;.20 \A1;1.00 \A1;2.87 \A1;.15 \A1;2.87 \A1;1.00 \A1;.20 \A1;1.00 \A1;1.20 \A1;.31 \A1;.90 \A1;.20 \A1;3.41 \A1;.20 \A1;1.20 \A1;.60 \A1;1.61 \A1;.20 \A1;3.41 \A1;.20 \A1;1.20 \A1;.60 \A1;1.61 \A1;.20 \A1;3.41 \A1;.22 \A1;.30 \A1;.50 \A1;1.20 \A1;.98 \A1;.30 \A1;2.90 \A1;4.75 \A1;4.44 \A1;2.02 \A1;.25 \A1;.25 \A1;.30 \A1;1.15 \A1;.30 \A1;.51 \A1;.79 \A1;1.15 \A1;13.72 \A1;.15 \A1;.90 \A1;.10 \A1;3.80 \A1;.15 \A1;2.02 \A1;2.26 \A1;.32 \A1;1.43 \A1;1.08 \A1;2.23 \A1;1.47 \A1;2.14 \A1;3.74 \A1;.25 \A1;.95 \A1;.25 \A1;12.70 \A1;.25 \A1;.15 \A1;.86 \A1;1.15 \A1;.15 \A1;1.60 \A1;.15 \A1;1.01 \A1;.15 \A1;.48 \A1;2.00 \A1;.48 \A1;18.07 \A1;2.11 \A1;4.31 \A1;4.36 \A1;4.41 \A1;5.20 \A1;3.99 \A1;1.48 \A1;4.32 \A1;4.32 \A1;4.32 \A1;57.43 \A1;.15 \A1;7.07 \A1;.15 \A1;7.07 \A1;.15 \A1;7.07 \A1;.15 \A1;7.09 \A1;.15 \A1;3.09 \A1;.15 \A1;1.72 \A1;.15 \A1;.25 \A1;12.80 \A1;.15 \A1;7.09 \A1;.15 \A1;2.10 \A1;.15 \A1;.58 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.61 \A1;3.22 \A1;1.82 \A1;2.23 \A1;3.61 \A1;3.61 \A1;4.39 \A1;57.43 \A1;.15 \A1;2.73 \A1;2.29 \A1;1.71 \A1;.40 \A1;.40 \A1;.15 \A1;1.00 \A1;3.28 \A1;.15 \A1;3.10 \A1;.15 \A1;3.00 \A1;.15 \A1;7.20 \A1;.15 \A1;.15 \A1;.15 \A1;.26 \A1;1.20 \A1;3.60 \A1;3.60 \A1;1.63 \A1;3.10 \A1;1.64 \A1;9.22 \A1;.15 \A1;2.10 \A1;.25 \A1;1.05 \A1;1.87 \A1;1.00 \A1;.15 \A1;1.00 \A1;2.20 \A1;.15 \A1;.10 \A1;1.60 \A1;.15 \A1;3.95 \A1;.75 \A1;4.83 \A1;1.94 \A1;11.76 \A1;45° \A1;.20 \A1;2.05 \A1;.40 \A1;1.00 \A1;.80 \A1;.29 \A1;1.00 \A1;2.41 \A1;6.88 \A1;.15 \A1;.20 \A1;1.27 \A1;.15 \A1;2.76 \A1;.15 \A1;1.30 \A1;.15 \A1;3.46 \A1;.15 \A1;3.46 \A1;45° \A1;.20 \A1;1.20 \A1;.83 \A1;4.32 \A1;4.32 \A1;.25 \A1;14.15 \A1;.15 \A1;3.50 \A1;1.95 \A1;.15 \A1;9.14 \A1;.16 \A1;4.63 \A1;2.28 \A1;.33 \A1;3.60 \A1;3.60 \A1;29.45 \A1;3.38 \A1;.15 \A1;1.23 \A1;3.78 \A1;3.03 \A1;.24 \A1;1.52 \A1;1.63 \A1;4.63 \A1;4.54 \A1;1.95 \A1;2.56 V-101 (0.25 x 0.50) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-102 (0.75 x 0.35) V-102 (0.75 x 0.35) V-106 (0.25 x 0.35) V-104 (0.25 x 0.20) V-102 (0.75 x 0.35) V-102 (0.75 x 0.35) V-102 (0.75 x 0.35) V-102 (0.75 x 0.35) V-102 (0.75 x 0.35) V-102 (0.75 x 0.35) V-102 (0.75 x 0.35) V-102 (0.75 x 0.35) C-1 C-2 C-3 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-4 C-5 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-6 5 5 5 5 V-105 (0.25 x 0.40) C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 5 5 C-1 C-2 C-3 C-2 C-2 C-3 C-3 C-1 C-1 15 d1/2″ @0.135m 15 d1/2″ @0.135m 15 d1/2″ @0.135m 15 d1/2″ @0.135m 15 d1/2″ @0.135m 15 d1/2″ @0.135m 15 d1/2″ @0.135m 15 d1/2″ @0.135m 15 d1/2″ @0.135m 15 d1/2″ @0.135m 8 d1/2″ @0.135m 9 d1/2″ @0.135m 9 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 5 5 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 5 10 d1/2″ @0.135m 10 d1/2″ @0.135m 5 5 5 5 5 5 5 5 5 VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 3 3 VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 4 GEOMETRIA REF. TRANS REF. PRINC BxT TIPO []d3/8″,1@0.05,4@0.10 0.35×0.35 C-1 8 d5/8″ CIMENTACION DETALLE DE COLUMNA 3@0.15,Rto @0.25 0.30×0.30 C-3 4 d5/8″ HASTA EL NIVEL – 0.40 GEOMETRIA REF. TRANS REF. PRINC BxH TIPO []d3/8″,1@0.05,4@0.10 0.30×0.40 VC-1 4 d5/8″ DETALLE DE VIGA 4@0.15,Rto @0.25 []d3/8″,1@0.05,4@0.10 3@0.15,Rto @0.25 2 d1/2″ Segun Estudios elaborados ESPECIFICACIONES TECNICAS t=1.50 Kg/cm2 2.RESISTENCIA DEL TERRENO 1.- TODAS LAS DIMENSIONES Y NIVELES INDICADAS EN LOS PLANOS ESTAN EXPRESADAS EN METROS (SALVO INDICACION CONTRARIA) Y DEBERAN VERIFICARSE EN LOS PLANOS. 2.- ANTES DE VACIAR EL CONCRETO SE DEBERA VERIFICAR EN PLANOS DE ARQUITECTURA, OBRAS CIVILES, INSTALACIONES SANITARIAS, MECANICAS Y ELECTRICAS SI ES NECESARIO DEJAR PASES, TUBERIAS, DRENAJES, INSERTOS EMBEBIDOS EN EL CONCRETO, MANGUITOS, CONDUCTOS, ETC; NO MOSTRADOS EN PLANOS DE ESTRUCTURAS DE CONCRETO. 3.- PARA LA CONSTRUCCION DE LA CIMENTACION SE TENDRA CUIDADO CON LAS CONSTRUCCIONES VECINAS SE TENDRA QUE EFECTUAR LAS CALSADURAS CORRESPONDIENTES 3.0 cm. C:H/1:8 + 25% P.M. C:H/1:10 + 30% P.G. f’c = 100 kg/cm2 f’c=210 kg/cm2 f’c=210 kg/cm2 f’c=210 kg/cm2 f’c=175 kg/cm2 f’c=210kg/cm2 f’c=210 kg/cm2 fy=4200 kg/cm2 -CONCRETO CICLOPEO: -CONCRETO ARMADO EN: -ACERO: VIGAS ZAPATAS COLUMNAS LOSAS ESCALERAS SOBRECIMIENTOS CIMIENTOS CORRIDOS FALSA ZAPATA Y ZOLADO 1:8 SOBRECIMIENTOS 4.0 cm. 4.0 cm. TIPO II o MS 10 cm. -CEMENTO: -RECUBRIMIENTOS: – COLUMNAS – ZAPATAS – CISTERNA – VIGAS DE CIMENTACION 1.CONCRETO 4.NOTAS GENERALES 29 28 25 27 26 24 23 22 21 10 11 12 13 14 15 16 17 18 19 20 10 9 8 7 6 5 2 11 12 13 15 16 17 18 19 20 21 22 14 V-105 (0.30 x 0.50) V-105 (0.30 x 0.50) V-107 (0.25 x 0.45) V-105 (0.30 x 0.50) V-107(0.30 x 0.50) V-107(0.30 x 0.45) V-107(0.30 x 0.45) V-107(0.30 x 0.45) V-107(0.30 x 0.45) V-105 (0.30 x 0.50) V-107(0.30 x 0.45) V-105 (0.30 x 0.50) V-107(0.30 x 0.50) V-107(0.30 x 0.50) V-107(0.30 x 0.50) V-105 (0.30 x 0.50) V-107(0.30 x 0.50) V-107(0.30 x 0.50) V-107(0.30 x 0.45) V-107(0.30 x 0.45) 0.25×0.35 C-2 4 d5/8″ []d3/8″,1@0.05,4@0.10 3@0.15,Rto @0.25 []d3/8″,1@0.05,4@0.10 0.25×0.40 VC-2 4 d5/8″ 4@0.15,Rto @0.25 2 d1/2″ L (cm) 10 6.5 Ø D (cm) ESTRIBOS 135° PARA COLUMNAS Y VIGAS 3/8″ 4 1/4″ 2.5 L cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 I H G A B C E F D 3 2 1 J K L M N 4 5 \A1; DETALLE DE SECCION DE PASADIZO CONCRETO F’c=140kg./cm² APISONADO (4″) RELLENO AFIRMADO APISONADO SUELO NATURAL NPT+0.15 MURO FALSO PISO ARMADO \A1;.10 \A1;.15 \A1;.05 \A1;1.95 NPT+0.15 NPT+0.15 NPT±0.00 Junta de Separacion Sismica e=<> Junta de Separacion Sismica e=<> 5 5 5 5 5 5 C-1 C-1 C-1 C-1 5 5 V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) 5 5 5 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 5 C-3 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 5 C-3 5 5 5 5 8 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 C-2 Junta de Separacion Sismica e=<> 8 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 C-2 8 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 C-2 8 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 C-2 C-3 9 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 8 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 9 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 C-3 5 V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) C-3 9 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 C-3 C-3 9 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 C-3 15 d1/2″ @0.135m 15 d1/2″ @0.135m 5 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 C-3 5 5 C-3 15 d1/2″ @0.135m 15 d1/2″ @0.135m 5 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 5 5 NPT+0.15 NPT+0.15 C-3 C-3 10 d1/2″ @0.135m 10 d1/2″ @0.135m 5 5 9 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 C-3 9 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 NPT+0.15 NPT+0.15 15 d1/2″ @0.135m 15 d1/2″ @0.135m 5 5 C-1 C-3 15 d1/2″ @0.135m 15 d1/2″ @0.135m 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 5 5 C-1 NPT+0.15 NPT+0.15 NPT+0.15 NPT+0.15 C-3 9 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 C-3 C-3 9 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 C-3 C-3 9 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 C-3 5 10 d1/2″ @0.135m 10 d1/2″ @0.135m 5 5 C-3 C-3 10 d1/2″ @0.135m 10 d1/2″ @0.135m 5 5 C-3 NPT+0.15 NPT+0.15 P-1 10 d1/2″ @0.135m 21 d1/2″ @0.135m 5 5 Junta de Separacion Sismica e=<> Junta de Separacion Sismica e=<> 5 10 d1/2″ @0.135m 10 d1/2″ @0.135m 5 5 C-3 C-3 NPT+0.15 C-3 C-3 C-3 15 d1/2″ @0.135m 15 d1/2″ @0.135m 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 5 5 C-1 5 11 d1/2″ @0.135m 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 C-2 9 d1/2″ @0.135m 9 d1/2″ @0.135m 5 5 NPT+0.15 NPT+0.15 NPT+0.15 NPT+0.15 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 5 11 d1/2″ @0.135m 5 5 5 5 5 5 5 5 VC-2 (0.25cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 VC-1 VC-1 VC-1 VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 1 1 5 5 5 5 HASTA EL NIVEL – 0.40 4 d1/2″ 4 d1/2″ d5/8″ d5/8″ d1/2″ VER DETALLE SECCION DE PASADIZO VER DETALLE (TRAMO “A”) NPT±0.00 NPT±0.00 NPT±0.00 NPT±0.00 NPT±0.00 3.0 cm. – VIGAS Df =1.10 m. Ø D = 4 Ø L = 10 Ø L .35 .30 .45 .80 .90 3/8″ 1/4″ 1/2″ 5/8″ 3/4″ d CUADRO DE LONGITUD DE ANCLAJE – Mortero de Asentado = 1.5 3.MAMPOSTERÍA: – Ladrillo Tipo K.K. (18 Huecos) – f’m=35 kg/cm2. Junta=1.5 cm (Ver Cuadro Columnas) ESC: 1:20 DETALLE DE ANCLAJE DE COLUMNA EN ZAPATA ESC: 1:20 ESC: 1:20 VER DETALLE SECCION DE PASADIZO VER DETALLE SECCION DE PASADIZO RECUBRIMIENTO d DE COLUMNA, 10.0 6.5 13.0 1/4″ 3/8″ 1/2″ 2.0 1.3 2.5 PLACA ó VIGA A d A 45° ESPECIFICADO 45° r r (cm.) (cm.) r 11 d1/2″ @0.135m 11 d1/2″ @0.135m 5 5 4 4 0.15×1.07 P-1 4 d5/8″ []d3/8″,1@0.05,4@0.10 3@0.15,Rto @0.25 8 d1/2″ V-102 (0.75 x 0.35) C-3 V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-104 (0.25 x 0.20) V-105 (0.25 x 0.35) C-1 5 d1/2″ d5/8″ d5/8″ V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) P-1 5 5 5 DADO PARA ESCALERA C-1 C-2 C-3 C-2 C-2 C-3 C-1 C-1 VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) LOSA ALIGERADA C-3 C-3 C-3 C-3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 I H G A B C E F D 3 2 1 J K L M N 4 5 NPT±0.00 Junta de Separacion Sismica e=<> Junta de Separacion Sismica e=<> C-1 C-1 C-1 C-1 C-3 C-3 C-2 Junta de Separacion Sismica e=<> C-2 C-2 C-2 C-3 C-3 C-3 C-3 C-3 C-3 C-1 C-3 C-1 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 P-1 Junta de Separacion Sismica e=<> Junta de Separacion Sismica e=<> C-3 C-3 C-3 C-3 C-3 C-1 C-2 VC-2 (0.25cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 VC-1 VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-2 (0.25cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 (0.30cm. x 0.40cm.) VC-1 VER DETALLE (TRAMO “A”) DADO PARA ESCALERA V-101 (0.25 x 0.50) V-103 (0.30 x 0.35) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-102 (0.35 x 0.75) V-102 (0.35 x 0.75) V-104 (0.25 x 0.25) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-103 (0.30 x 0.35) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-105 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) C-1 C-2 C-3 C-2 C-1 C-1 C-1 C-1 C-3 C-3 C-3 P-1 C-3 V-103 (0.30 x 0.35) C-2 Junta de Separacion Sismica e=<> C-2 C-2 C-2 C-3 C-3 V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) V-106 (0.25 x 0.35) A-2 A-1 DETALLE IZOMETRICO VIGAS Y ALIGERADO Segun Estudios elaborados ESPECIFICACIONES TECNICAS t=1.50 Kg/cm2 3 .RESISTENCIA DEL TERRENO 1.- TODAS LAS DIMENSIONES Y NIVELES INDICADAS EN LOS PLANOS ESTAN EXPRESADAS EN METROS (SALVO INDICACION CONTRARIA) Y DEBERAN VERIFICARSE EN LOS PLANOS. 2.- ANTES DE VACIAR EL CONCRETO SE DEBERA VERIFICAR EN PLANOS DE ARQUITECTURA, OBRAS CIVILES, INSTALACIONES SANITARIAS, MECANICAS Y ELECTRICAS SI ES NECESARIO DEJAR PASES, TUBERIAS, DRENAJES, INSERTOS EMBEBIDOS EN EL CONCRETO, MANGUITOS, CONDUCTOS, ETC; NO MOSTRADOS EN PLANOS DE ESTRUCTURAS DE CONCRETO. 4.- LA LONGUITUD DE TRANSLAPE MINIMA = 30 cm. 5.- TODO REGUERZO SERA DOBLADO EN FRIO, SALVO INDICACION DEL INGENIERO RESISENTE. f’c=210 kg/cm2 f’c=210 kg/cm2 f’c=210 kg/cm2 f’c=210 kg/cm2 -CONCRETO ARMADO EN: VIGAS COLUMNAS LOSAS ESCALERAS 4.0 cm. TIPO II o MS CEMENTO: RECUBRIMIENTOS: – COLUMNAS 1. CONCRETO 6. NOTAS GENERALES L (cm) 10 6.5 Ø D (cm) ESTRIBOS 135° PARA COLUMNAS Y VIGAS 3/8″ 4 1/4″ 2.5 L cm 3.0 cm. – VIGAS Df =1.10 m. Ø D = 4 Ø L = 10 Ø L .35 .30 .45 .80 .90 3/8″ 1/4″ 1/2″ 5/8″ 3/4″ d CUADRO DE LONGITUD DE ANCLAJE – Mortero de Asentado = 1.5 5. MAMPOSTERÍA: – Ladrillo Tipo K.K. (18 Huecos) – f’m=35 kg/cm2. Junta=1.5 cm V-102 (0.35 x 0.75) V-102 (0.35 x 0.75) V-102 (0.35 x 0.75) V-102 (0.35 x 0.75) V-102 (0.35 x 0.75) V-102 (0.35 x 0.75) V-102 (0.35 x 0.75) V-102 (0.35 x 0.75) LOSA ALIGERADA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 I H G A B C E F D J K L M N V-103 (0.30 x 0.35) 5 5 5 3 2 1 C-1 C-2 C-3 C-2 C-2 C-3 C-3 C-1 C-1 C-3 C-3 C-3 C-3 C-1 C-1 C-1 C-1 C-3 C-3 C-2 C-2 C-2 C-2 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-1 C-3 C-1 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 P-1 C-3 C-3 C-3 C-3 C-3 C-1 C-2 V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) V-101 (0.25 x 0.50) PESO PROPIO : POR CADA h = 20 cm = 300 kg / m² SOBRECARGA EN TECHO = 500 Kg / m² SOBRECARGAS O CARGAS VIVAS ( C. V. ) : SOBRECARGA EN COLEGIO = 500 Kg / m² PESO DE ACABADOS = 100 kg / m² CONCRETO f’c = 210 Kg/Cm² 2. LOSAS ALIGERADAS : ACERO fy = 4200 Kg/Cm² CARGAS PERMANENTES ( C. M. ) : 4. PARÁMETROS DE DISEÑO DE LOSA ALIGERADA : PESO ESPECIFICO DEL CONCRETO = 2400 kg / m³ DETALLE IZOMETRICO COLUMNA , VIGAS Y ALIGERADO DETALLE (V- 101) DETALLE (V- 101) 2 4 5 3 6 7 8 V-105 (0.25 x 0.35) 1Ø1/2″ 1Ø1/2″ 1 9 10 11 12 13 14 15 17 18 16 1Ø1/2″ 1Ø1/2″ V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) 5 5 V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-105 (0.25 x 0.35) V-101 (0.25 x 0.50) 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 5 5 5 5 5 5 5 5 5 5 5 5 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 5 5 5 5 5 5 5 5 5 5 5 5 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 5 5 5 5 5 5 5 5 V-104 (0.25 x 0.25) V-104 (0.25 x 0.25) V-104 (0.25 x 0.25) V-104 (0.25 x 0.25) V-104 (0.25 x 0.25) V-104 (0.25 x 0.25) V-104 (0.25 x 0.25) V-104 (0.25 x 0.25) V-104 (0.25 x 0.25) V-104 (0.25 x 0.25) V-103 (0.30 x 0.35) V-104 (0.25 x 0.25) 5 5 5 5 5 5 5 5 5 5 5 5 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 5 5 5 5 5 5 5 5 5 5 5 5 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 5 5 5 5 5 5 5 5 5 5 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 5 5 5 5 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ 1Ø 3/8″ A-5 A-3 A-4 C-3 C-3 C-3 C-3 C-3 3 Ø 1/4″ VIGA COLUMNA VIGA ESTRIBOS DE VIGA EN CRUCE CON COLUMNAS A B (1º tramo) (2º tramo) Junta de Separacion Sismica e=<> Junta de Separacion Sismica e=<> Junta de Separacion Sismica e=<> DETALLE EN CRUCE DE VIGAS FOTOCOPIAS PASILLO PASILLO PATIO INTERIOR PASILLO BAÑO HOMBRES DORMITORIO VIGILANTE CONSULT. 1 EMERGENC. DPSTO 5 5 5 5 5 5 5 5 5 5 5 5 INGRESO VEHICULAR CENTRO DE COMPUTO CONSULT.3 ESPERA PASILLO INGRESO FARMACIA PASILLO INFORMES MAQUICENTRO AULA 5 PREP. MATERIAL CONSULT. 2 BAÑO HOMBRES AULA 4 BAÑO MUJERES (EXISTENTE) AULA 3 AULA 2 BAÑO MUJERES INGRESO ALUMNADO AULA 1 BAÑO ESCENARIO DESCARGA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 E F G H I J L LL M N 1′ 2 3 B’ C’ D’ E’ F’ G’ H’ I’ J’ K’ L’ LL’ M’ 5 5 5 5 N’ 5 5 Ñ’ O’ 9 8 7 6′ 5′ 5 2′ 5 5 5 5 5 5 5 5 5 5 5 5 5 2 5 6′ 7 8 9 5 5 5 5 5 5 5 F B’ B’1 C 5 6 5 5 6 5 3 1 10 A’ P’ 4′ 5 4 5 4 1 PR. 5 (EXISTENTE) (EXISTENTE) CALLE FRANCISCO BOLOGNESI 1 2.90 0.95 P-12 fierro electrosoldado (doble hoja) madera apanelada (doble hoja) contraplacada 1 1 1 5 1 15 6 1 1 3.00 3.74 2.50 1.55 P-11 P-10 0.70 0.90 0.7 2.90 2.70 2.70 4 1 0.70 P-9 P-8 P-7 OBSERVACIONES 2.70 2.70 2.70 2.70 2.10 2.70 ALFEIZER TIPO ANCHO ALTURA CANT. P-1 P-2 P-3 1.20 0.80 2.90 CUADRO DE VANOS (PUERTAS) P-4 1.00 P-5 P-6 0.65 AREA ADMINIST. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P10 P10 P1 P3 P4 P4 P5 P2 P10 P9 P8 P11 P12 P6 P3 P3 P3 P3 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P5 P4 P4 P8 P8 P8 P8 P3 P7 COCINETA 5 5 5 CALLE DIEGO FERRER TALLER DE MECANICA AUTOMOTRIS NPT±0.00 JUNTA SISMICA 1″ JUNTA SISMICA 1″ JUNTA SISMICA 1″ JUNTA SISMICA 1″ JUNTA SISMICA 1″ JUNTA SISMICA 1″ NPT±0.00 NPT±0.00 NPT+0.10 NPT+0.10 NPT+0.10 NPT+0.10 NPT+0.10 NPT+0.10 NPT+0.10 NPT+0.10 NPT+0.10 JUNTA SISMICA 1″ NPT+0.75 2 3 1 4 5 1 2 5 6 7 8 9 10 NPT+0.10 NPT+0.10 NPT+0.10 NPT+0.10 NPT+0.10 NPT+0.10 NPT±0.00 NPT±0.00 1 2 3 4 6 7 5 NPT +0.10 PATIO EXTERIOR NPT±0.00 ESC:1/75 PLANTA PRIMER NIVEL NPT+0.10 SERVICIO PATIO INTERIOR 1.01 V-6 V-5 CUADRO DE VANOS (VENTANAS) 1.81 1.20 1.15 V-3 V-2 V-1 CANT. ALTURA ANCHO TIPO ALFEIZER 1.50 1.50 1.50 0.50 1.50 OBSERVACIONES 1.00 1.00 1.00 2.00 1.00 V-7 V-8 V-9 1.60 1 1.00 1.50 0.50 2.15 2.00 3.40 V-10 V-11 1.50 2.00 2.00 1.00 1.00 0.50 1 1 2 1 marco de madera, v doble, 2 hojas 1 2 2 1 con marco de madera, vidrio doble con marco de madera, vidrio doble marco de madera, v doble, 2 hojas con marco de madera, vidrio doble NPT +0.10 NPT+0.10 NPT+0.10 PASILLO NPT+0.10 PASILLO NPT+0.10 PASILLO V1 V2 V4 V3 V3 V5 V6 V7 V8 V8 V10 V10 V11 V12 V18 V19 V17 V16 V15 V14 V14 V13 V9 V15 V16 V15 V15 V16 8 9 1 2 1.35 1.00 0.50 1 con marco de madera, vidrio doble 1.96 0.50 1 1 0.50 1.20 2.10 con marco de madera, vidrio doble 2.10 V-19 V-18 V-17 con marco de madera, vidrio doble 2.00 0.90 0.60 1 3 0.60 1.60 2.00 0.60 3.40 2.00 con marco de madera, vidrio doble V-16 con marco de madera, vidrio doble 4 V-15 con marco de madera, vidrio doble 2 0.50 3.30 2.10 V-14 con marco de madera, vidrio doble 1 0.85 2.75 1.00 V-13 con marco de madera, vidrio doble 1 2.00 0.63 0.90 V-4 con marco de madera, vidrio doble 1 0.50 1.59 2.00 V-12 OBSERVACIONES ALFEIZER TIPO ANCHO ALTURA CANT. CUADRO DE VANOS (VENTANAS) fierro electrosoldado fierro electrosoldado (doble hoja) madera contraplacada (doble hoja) apanelada apanelada apanelada apanelada apanelada apanelada marco de madera, v doble, 2 hojas marco de madera, v doble, 2 hojas con marco de madera, vidrio doble con marco de madera, vidrio doble marco de madera, v doble, 2 hojas 5 5 Ñ 5 K 5 5 5 5 5 NPT±0.00 NPT-0.10 NPT-0.10 NPT±0.00 A A NPT -0.20 ESCALA A PLOTEAR 1:75 FORMATO 1.00 X 0.7 5