Trujillo Church Adventsita DWG Section for AutoCAD

Trujillo Church Adventsita DWG Section for AutoCAD

Plant – sections – details – dimensions – specifications

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

note:, braced to the columns by two wires, brick, technical specifications, floor :, will be with cement type i., will be vibrated., the concrete in the structural elements, columns, beams, lightened and stairs, masonry :, concrete simple:, reinforced concrete:, footings, armed, overlay, coatings:, aggregates :, – columns, beams and lightened using stone, typical center shoe, typical shoes, floor, floor, typical shoe, for columns, and beams, in columns and beams, detail of bending of stirrups, anchoring, l cm, length chart, second section, previous section, rc, cutting of silatation board, see floor, variable, typical of abutments in columns, detail of footing and distribution, poor concrete floor, lightweight slab, footing, third section, second section, first section, technopor joint, joint detail: column-partition wall, tv, for tub. af, af, vc, isometric-pump, cistern, element, details of foundation beam, type, steel, stirrups, beam c., rc., beam section, foundation, splices in columns, kk brick wall, standard, Rope seated, fourth section, lightweight slab, beam, each side of the column., Top reinforcement, splices will not be allowed, joints in slabs, beams and lightened, l cm, cut aa, lintel detail, ø see plant, sup., inf., ø view floor, typical detail of lightened, recommended areas for overlap, reinforced beam and joists reinforcement, delivery detail of columns with beams, depth, section, shoe box, detail of foundation cuts , foundation, overburden, a – a, c – c, d – d, e – e, filling, compaction, foundation, b – b, f – f, tank cover, x – x cut, tank roof, plant cistern, details of columns, sra. freedom castro altamirano, bachº arqª josé luis yamunaqué castle, detached house, architect, owner, project :, region: liberty, department: liberty, province: trujillo, lamina:, technical support :, pag:, signature of the owner, signature of the professional, revised:, plan:, location :, scale:, date:, structures, associated architects, design :, drawing :, cutting of dilatation board, seismic joint, ing º saints alejandro hermenegildo mantilla, ingº sahm, foundations of staircase, concrete die for iron staircase, duct projection, beam projection, ceiling projection, polished concrete floor, ceiling projection, bedroom, master, bathroom, study, living, laundry, kitchen, hall, bar, dining room , living room, and patio, intimate, terrace, deposit, general, store, roof, flight projection, slab, box, staircase, lightened first floor, lightened second floor, empty, solid slab, cross joists, lightened third floor, lightened fourth floor, lightened, beams-plants, delivery detail, isometric detail of lightened, brick, lightened ladder slab, beam, column, cut a – a, cut b – b, concrete-cement, rest, foundation beam, concrete fill, church, distribution, architecture, civil ingº, angel ediz ruiz rocha, dventista, el, eptimo, occupied area, land area, built area, parking lot, normative area of ​​the lot, net density, building coefficient , free area, maximum height, minimum frontal clearance, alignment, without overhang, normative table, parameters, rnc, project, professional :, owner :, sub-total, free area, seal and signature of the professional :, lamina :, owner signature :, areas, second floor, first floor, sub – total, av. santa, location plan, covered area second floor, roofed area first floor, covered roof area, g – g, i – i, h – h, baptistery, patio, sh, first level, second level, office, wait, hall, arrival, ventilation duct, passage, kw-h, low tub. telf., general meter, main network connection, register box, to the public collector, electric pump, single phase electric pump, water goes up, elevated tank, valv. comp., connection of the hose, in case of cleaning, of the cistern., tub. of impulsion, of af, to the tee, puller, of fºfº, with cover type grid, for overflow of the cistern, detail of cistern, of water, entrance, control box, cleaning pipe, goes to drain network, detail tank elevated, goes to electric circuit of electobomba, start level, ups impulsion, air chamber, stop level, water heater, check valve, spherical valve, safety valve, universal union, air gap, electric water, detail of heater, hinge, ø nut, with anticorrosive paint, detail of the cover of the inspection box, sanitary tee, cross, straight tee, ventilation pipe, drain pipe, threaded register, double sanitary tee, description, symbol, drain , bronze on floor, legend drain, pumping equipment, detail seal breaks water, welding, tub. of cold water c-pvc, tub. of hot water c-pvc, l e and e n d a a g

Raw text data extracted from CAD file:

0.00 0.00 V-1 0.00 NOTA : * TODAS LAS PAREDES DE MAMPOSTERIA DE LADRILLO, IRAN ARRIOSTRADAS A LAS COLUMNAS MEDIANTE DOS ALAMBRES DE ACERO N° 8, QUE TOMARAN TODA LA SECCION DE LA COLUMNA E INCRUSTARAN EN EL MURO NO MENOS DE 35 cm LA UBICACION DE DICHOS ALAMBRES SERAN CADA 3 HILERAS DE LADRILLO - Sobrecimientos 1:8 + 25 % P.M. Tam. Max. 3" (Cemento Tipo V). - Zapata (fondo y laterales) 5.00 cm. ESPECIFICACIONES TÉCNICAS SUELO: - Gt = 1.00 Kg/cm2 (Verificar en Obra). serán con Cemento Tipo I. será Vibrado. El Concreto en los Elementos Estructurales - Acero f'y = 4200 kg/cm2 Sider Perú Grado 60 Columnas, Vigas, Aligerado y Escaleras - f'm=35 kg/cm2. Junta=1.5 cm - Ladrillo Tipo K.K. (Artesanal) MAMPOSTERÍA: CONCRETO SIMPLE: CONCRETO ARMADO: - Concreto f'c = 175 kg/cm2 Zapatas, Sobrecimiento Armado, - Falso Piso E=4'' 1:10 (Cemento Tipo V). - Solados E=4'' 1:12 (Cemento Tipo V). - Cimientos 1:10 + 30% P.M. (Cemento Tipo V). RECUBRIMIENTOS: AGREGADOS: - Aligerado 2.5 cm - Vigas y Columnas 2.5 cm - Zapatas = Piedra Chancada 1/2'' - Columnas, Vigas y Aligerado usar Piedra de - Escalera : 2.0cm 1/2" a 3/4" Arena Gruesa, Limpia y Granulada. - Mortero de Asentado = 1.5 \A1;Ver Planta \A1;0.30 \A1;0.30 \A1;.70 \A1;Ver Planta \A1;.15 \A1;.10 \A1;1.20 \A1;.30 \A1;1.20 \A1;.70 0.40 0.40 \A1;.08 \A1;.40 d 3/8"@.20 26.47961047156315 Niv. Exc. - 1.00 26.47961047156315 26.47961047156315 26.47961047156315 ESC. 1. 20 ZAPATA CENTRICA TIPICA ZAPATAS TIPICA Niv. Exc. - 1.00 d 3/8"@.20 PLANTA SOLADO C:H 1:12 e=2" 26.47961047156315 3/8"@.20 \U+2205 NPT + 0.30 26.47961047156315 3/8"@.20 \U+2205 26.47961047156315 26.47961047156315 26.47961047156315 26.47961047156315 26.47961047156315 26.47961047156315 26.47961047156315 26.47961047156315 d 3/8"@.20 ZAPATA TIPICA SOLADO C:H 1:12 e=2" Niv. Exc. - 1.20 d 3/8"@.20 NPT +-0.30 26.47961047156315 PARA COLUMNAS Y VIGAS 4 3/8" 10 EN COLUMNAS Y VIGAS 2.5 D (cm) ESTRIBOS 135° DETALLE DE DOBLADO DE DE ESTRIBOS Ø 1/4" Ø L = 10 Ø D = 4 Ø 6.5 L (cm) 3/4" 0.50 5/8" 0.40 O 1/4" DE ANCLAJE 3/8" 1/2" L cm 0.25 CUADRO DE LONGITUD 0.30 0.35 SEGUNDO TRAMO 11 Ø 3/8" @0.30 12 0.15 6 Ø 3/8" TRAMO ANTERIOR VIENE 5 Ø 3/8" DEL NIVEL + 1.225 NIVEL + 2.45 ESC. 1/25 CORTE 2 - 2 10 N \A1;.20 \A1;.20 \A1;.20 \A1;.20 N.DE VEREDA +/- 0.00 N.P.T.+/- 0.00 189.2870704320113 189.2870704320113 R.C CORTE DE JUNTA DE SILATACION 189.2870704320113 189.2870704320113 R.C .25 Ver Planta 0.80 .25 .10 VARIABLE Ø 1/4" 1@ 0.05 TIPICA DE ESTRIBOS EN COLUMNAS DETALLE DE ZAPATA Y DISTRIBUCION 200.9284424207301 200.9284424207301 SOLADO DE CONCRETO POBRE N.P.T. + 0.45 Losa de Aligerado 200.9284424207301 ZAPATA 200.9284424207301 ESC. 1/20 200.9284424207301 200.9284424207301 RTO, @ 0.20 En C/Ext. N.P.T. + 0.45 Ø 1/4" 1@ 0.05 Ø 1/4" 1@ 0.05 4 @ 0.10 Losa de Aligerado Losa de Aligerado Losa de Aligerado Ø 1/4" 1@ 0.05 4 @ 0.10 RTO, @ 0.20 En C/Ext. 4 @ 0.10 4 @ 0.10 Ø 1/4" 1@ 0.05 TERCER TRAMO 14 Ø 3/8" @0.30 15 0.15 6 Ø 3/8" TRAMO ANTERIOR VIENE 5 Ø 3/8" DEL NIVEL + 3.10 ESC. 1/25 CORTE 3 - 3 9 13 12 16 11 10 \A1;.31 \A1;.63 \A1;1.00 \A1;.175 TRAMO SGTE. VAN 5 Ø 3/8" AL NIVEL + 1.225 6 5 Ø 3/8" @0.30 ESC. 1/25 0.15 6 Ø 3/8" PRIMER TRAMO 3 208.6816863709939 2 1 208.6816863709939 N.P.T +/- 0.00 208.6816863709939 208.6816863709939 4 CORTE 1 - 1 6 JUNTA DE TECNOPOR 0.10m CHICOTES d 1/4" 2 HILADAS @ DETALLLE DE JUNTA: COLUMNA-MURO DE TABIQUERIA 0.15m 0.40m T.V Tub.Impulsión 1" V. Check d1 1/2" para tub. A.F. Válvula Check d 1" A.F. Tub. Succión 1 1/2" V.C. 1/2 HP ISOMETRICO- BOMBA .15 VARIABLE .20 .15 .25 0.05 b/3 L .10 .30 .10 .40 b/3 L L b/3 .40 .30 .10 0.15 4.63 8.00 3.38 3.88 4.00 4.00 4.00 4.13 20.00 20.00 3.88 4.00 4.00 4.00 4.13 4.63 8.00 2.50 2.50 2.50 1.40 1.40 .60 1.60 1.60 1.20 1.20 1.80 1.80 2.50 2.00 2.00 2.00 2.00 2.50 1.80 1.80 2.00 2.00 .00 2.00 1.70 1.70 1.20 1.20 2.50 1.70 1.70 1.50 1.50 1.40 1.30 1.95 1.43 CISTERNA .40 .40 .40 .40 \A1;1.00 \A1;1.00 \A1;.60 \A1;.40 \A1;.40 \A1;.60 \A1;.10 \A1;.25 \A1;VARIABLE \A1;.15 \A1;.25 \A1;.10 \A1;VARIABLE \A1;.15 \A1;.10 \A1;VARIABLE \A1;.50 \A1;1.85 \A1;2.27 \A1;0.13 \A1;0.44 \A1;0.13 \A1;.71 \A1;0.07 \A1;0.15 0.50 .10 .10 .20 .20 .45 \A1;1.50 \A1;.15 \A1;1.20 \A1;1.60 \A1;1.90 \A1;1.90 \A1;1.50 \A1;.50 \A1;.30 \A1;.30 \A1;.20 \A1;.60 \A1;.15 \A1;.30 \A1;1.40 \A1;2.07 \A1;.20 \A1;1.90 \A1;1.40 \A1;.15 \A1;1.50 \A1;.50 \A1;.50 \A1;.15 \A1;.15 \A1;1.90 \A1;.15 \A1;.15 \A1;.15 \A1;.25 \A1;1.60 \A1;1.50 \A1;1.20 \A1;.15 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.40 \A1;.15 \A1;.50 \A1;.15 \A1;.50 \A1;.15 \A1;.25 \A1;.25 \A1;.25 \A1;.15 \A1;.70 4.63 8.00 3.38 4.00 4.00 20.00 3.88 4.00 4.00 4.00 4.13 20.00 4.63 8.00 3.88 4.00 4.13 1.95 1.43 1.00 1.00 1.00 1.00 1.00 1.00 .90 .90 1.00 1.00 1.00 1.00 1.00 1.00 .90 .90 1.00 .90 .90 1.00 1.00 .90 .90 \A1;.15 \A1;.20 \A1;.20 \A1;.40 \A1;.40 \A1;.20 \A1;.20 \A1;.15 \A1;.25 \A1;.25 \A1;.20 \A1;.20 \A1;.40 \A1;.25 \A1;.20 \A1;.30 \A1;.50 \A1;.20 \A1;.25 \A1;.15 \A1;.20 \A1;.20 \A1;.40 \A1;.25 \A1;.15 \A1;.20 \A1;.20 \A1;.40 \A1;.15 \A1;.20 \A1;.15 \A1;.20 \A1;.25 \A1;.20 \A1;.40 4.63 8.00 3.38 4.00 4.00 20.00 3.88 4.00 4.00 4.00 4.13 20.00 4.63 8.00 3.38 1.00 1.00 .90 3.88 4.00 4.13 1.35 1.00 1.00 1.00 1.00 .90 .90 1.00 1.00 1.05 .90 1.00 4.63 8.00 3.38 4.00 4.00 20.00 3.88 4.00 4.00 4.00 4.13 20.00 4.63 8.00 3.38 1.00 1.00 .90 .90 1.00 .90 3.88 4.00 4.13 1.00 1.00 1.00 1.00 .90 .90 1.00 1.00 1.00 1.00 .90 1.00 .90 1.00 .90 1.00 1.00 1.00 1.00 1.00 .90 .90 1.00 4.63 8.00 3.38 4.00 4.00 20.00 3.88 4.00 4.00 4.00 4.13 20.00 4.63 8.00 3.38 1.00 1.00 1.00 .90 .90 1.00 1.00 1.00 1.00 .90 1.00 .90 1.00 1.00 1.00 3.88 4.00 4.13 .60 .60 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 4.00 1.00 4.00 1.00 3.25 3.25 \A1;1.00 \A1;1.00 \A1;.75 \A1;.75 \A1;.25 \A1;.20 \A1;.25 \A1;.45 \A1;.25 \A1;.20 \A1;.25 \A1;.45 \A1;.80 \A1;.35 \A1;.80 \A1;.60 \A1;.60 \A1;4.02 \A1;.50 \A1;2.88 \A1;.25 \A1;0.50 \A1;.60 \A1;.50 \A1;.30 \A1;.15 \A1;.20 \A1;.60 \A1;.60 \A1;.60 \A1;.25 \A1;.15 \A1;.70 \A1;.60 \A1;.30 \A1;.70 \A1;1.30 \A1;.60 \A1;0.15 \A1;0.40 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.40 \A1;.15 \A1;0.40 \A1;0.40 \A1;.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;45° \A1;0.30 \A1;.25 \A1;.20 \A1;.20 \A1;.40 \A1;.20 \A1;.25 \A1;0.40 \A1;0.30 Ø1/4" 2@0.05,3@0.10 Resto @0.20 c/extremo ELEMENTO DETALLES DE VIGA DE CIMENTACION TIPO ACERO ESTRIBOS ESC: 1/25 VC-1 4 Ø 1/2" + 2 Ø 3/8" 2 Ø3/8" -12129.51567366773 2 Ø1/2" -12129.51567366773 2 Ø1/2" \A1;2.60 \A1;0.40 \A1;0.40 .25 Ver Planta 0.80 .25 .10 \A1;0.40 \A1;0.15 \A1;0.40 \A1;3.75 \A1;0.40 \A1;2.60 \A1;0.40 \A1;2.60 \A1;0.40 \A1;2.60 \A1;0.40 \A1;0.30 TIPICA DE ESTRIBOS EN COLUMNAS DETALLE DE ZAPATA Y DISTRIBUCION -12123.64824990119 -12123.64824990119 SOLADO DE CONCRETO POBRE -12123.64824990119 ZAPATA -12123.64824990119 ESC. 1/20 -12123.64824990119 Losa de Aligerado NPT + 4.30 NPT+0.15 Resto @0.20 c/extremo Ø 3/8" 1@0.05,6@0.10, Resto @0.20 c/extremo Ø 3/8" 1@0.05,10@0.10, VIGA C. -12123.64824990119 RC. SOLADO e = 10 cm. f'c = 100 kl/cm² -12123.64824990119 -12123.64824990119 -12123.64824990119 -12123.64824990119 -12123.64824990119 -12123.64824990119 Resto @0.20 c/extremo Ø 3/8" 1@0.05,6@0.10, Resto @0.20 c/extremo Ø 3/8" 1@0.05,6@0.10, -12123.64824990119 -12123.64824990119 Resto @0.20 c/extremo Ø 3/8" 1@0.05,6@0.10, Resto @0.20 c/extremo Ø 3/8" 1@0.05,6@0.10, SECCION VIGA DE CIMENTACION VC-1 NPT±0.00 -12123.64824990119 -12123.64824990119 Resto @0.20 c/extremo Ø 3/8" 1@0.05,6@0.10, Resto @0.20 c/extremo Ø 3/8" 1@0.05,6@0.10, -12123.64824990119 -12123.64824990119 Resto @0.20 c/extremo Ø 3/8" 1@0.05,6@0.10, Resto @0.20 c/extremo Ø 3/8" 1@0.05,6@0.10, NTT+15.50 NTT+12.70 NPT+9.90 NPT+7.10 -12123.64824990119 -12123.64824990119 NPT+0.15 Losa de Aligerado Losa de Aligerado Losa de Aligerado Losa de Aligerado 2 Ø3/8" 2 Ø1/2" 2 Ø1/2" Ø1/4" 2@0.05,3@0.10 Resto @0.20 c/extremo \A1;Ver Planta \A1;0.30 \A1;0.30 \A1;.70 \A1;Ver Planta \A1;.15 \A1;.10 \A1;1.20 \A1;.30 \A1;1.20 \A1;.70 0.40 0.40 \A1;.08 \A1;.40 d 3/8"@.20 -12179.74469686536 Niv. Exc. - 1.00 -12179.74469686536 -12179.74469686536 -12179.74469686536 ESC. 1. 20 ZAPATA CENTRICA TIPICA ZAPATAS TIPICA Niv. Exc. - 1.00 d 3/8"@.20 PLANTA SOLADO C:H 1:12 e=2" -12179.74469686536 3/8"@.20 \U+2205 NPT + 0.30 -12179.74469686536 3/8"@.20 \U+2205 -12179.74469686536 -12179.74469686536 -12179.74469686536 -12179.74469686536 -12179.74469686536 -12179.74469686536 -12179.74469686536 -12179.74469686536 d 3/8"@.20 ZAPATA TIPICA SOLADO C:H 1:12 e=2" Niv. Exc. - 1.20 d 3/8"@.20 NPT +-0.30 -12179.74469686536 \A1;L -12178.34825599963 EMPALMES EN COLUMNAS .35 .30 .45 .80 .90 3/8" 1/4" 1/2" 5/8" 3/4" L d \A1;.13 \A1;.13 \A1;.13 \A1;.14 \A1;0.80 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.25 \A1;0.175 \A1;0.15 \A1;0.80 \A1;0.15 \A1;1.20 \A1;1.20 \A1;0.15 \A1;0.25 \A1;.60 \A1;0.20 \A1;0.46 \A1;0.57 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.18 \A1;0.18 \A1;0.25 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.80 \A1;0.80 \A1;0.15 \A1;.80 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.80 \A1;0.15 \A1;0.25 \A1;1.20 NTT+6.70 NPT+4.78 -12164.01676206723 -12164.01676206723 -12164.01676206723 -12164.01676206723 -12164.01676206723 -12164.01676206723 -12164.01676206723 -12164.01676206723 MURO DE LADRILLO KK STANDAR ASENTADO DE SOGA Ø1/2" @.20 Ø3/8" @.20 Ø3/8" @.20 Ø1/2" @.20 Ø1/2" @.20 Ø3/8" @.20 CUARTO TRAMO -12164.01676206723 -12164.01676206723 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.15 \A1;1.00 \A1;1.00 \A1;0.15 \A1;0.30 NPT+3.20 NPT+4.78 -12173.29295851847 -12173.29295851847 -12173.29295851847 -12173.29295851847 -12173.29295851847 -12173.29295851847 -12173.29295851847 MURO DE LADRILLO KK STANDAR ASENTADO DE SOGA Ø1/2" @.20 Ø1/2" @.20 Ø1/2" @.20 Ø3/8" @.20 Ø3/8" @.20 PRIMER TRAMO -12173.29295851847 Losa Aligerada Viga 1 2 3 4 5 6 7 8 9 10 Ø3/8" @.20 FORMATO 1.00 x 0.70 PLOTEO 1/50 (NEGATIVO) EN UNA LONGITUD L CADA CARA DE LA COLUMNA. DE 1/3 DE LUZ DE LA VIGA EN DE REFUERZO SUPERIOR NO SE PERMITIRA EMPALMES 3/8" 1/2" 1/4" O 3/4" 5/8" 0.80 0.60 0.30 EMPALME EN LOSAS, VIGAS Y ALIGERADO L cm 0.50 0.40 2 Ø 1/2" A A ESC: 1/10 -12147.39829573375 -12147.39829573375 Ø 1/2" -12147.39829573375 CORTE A-A -12147.39829573375 -12147.39829573375 DETALLE DE DINTEL 2 Ø 1/2" Ø Ver planta -12147.39829573375 Ø 1/4" @ 0.25 ( Temperatura ) Ø ESTRIBOS 135° L ( cm ) 2.5 D ( cm ) 4 1/4" Ø 3/8" L = 10 Ø 6.5 10 -12147.39829573375 -12147.39829573375 Sup. ESC: 1/10 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 Inf. Sup. -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø Ver Planta -12147.39829573375 DETALLE TIPICO DE ALIGERADO ZONAS RECOMENDADAS PARA EL TRASLAPE DEL REFUERZO CORRIDO DE VIGAS Y VIGUETAS -12147.39829573375 -12147.39829573375 EN COLUMNAS Y VIGAS DETALLE DE DOBLADO DE DE ESTRIBOS -12147.39829573375 D = 4 Ø A 5 Vig. L d L 3/4" 5/8" 1/2" 1/4" 3/8" .90 .80 .45 .30 .35 EMPALMES EN COLUMNAS -12147.39829573375 A -12147.39829573375 -12147.39829573375 A A -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 1 2 3 4 5 6 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 1 2 3 4 5 6 -12147.39829573375 A -12147.39829573375 B D C C -12147.39829573375 -12147.39829573375 -12147.39829573375 C - 1 C - 2 C - 1 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 -12147.39829573375 -12147.39829573375 Z - 1 Z - 2 Z - 1 Z - 3 Z - 4 Z - 5 Z - 6 Z - 5 Z - 5 Z - 3 Z - 7 Z - 5 Z - 3 Z - 7 Z - 2 Z - 9 Z - 8 C - 3 C - 1 C - 4 C - 5 C - 2 C - 7 C - 6 C - 1 C - 2 C - 2 C - 8 C - 8 C - 7 C - 6 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 DETALLE DE ENTREGA DE COLUMNAS CON VIGAS ( 0.70 + 0.10 ) 1.20 x 1.20 Z - 2 ( 0.70 + 0.10 ) 1.70 x 1.70 Z - 1 PROFUNDIDAD SECCION CUADRO DE ZAPATAS TIPO Concreto 1 : 10 Cemento Hormigón + 30% de piedra grande (Máx. 6") Concreto 1 : 8 Cemento Hormigon + 25 % de piedra mediana (máx. 3") Nivel de Excavación 1.00 DETALLE DE CORTES DE CIMIENTOS Cimiento Sobrecimiento -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 Escala 1/25 -12147.39829573375 A - A -12147.39829573375 C - C D - D E - E RELLENO COMPACTADO N.P.T. (Ver planta) -12147.39829573375 R.C N.P.T. (Ver planta) -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 N.P.T. (Ver planta) R.C -12147.39829573375 -12147.39829573375 -12147.39829573375 CIMENTACION Esc.: 1/50 B - B -12147.39829573375 F - F Cap. = 2.50m3 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 \A1;0.03 -12147.39829573375 TAPA CISTERNA -12147.39829573375 -12147.39829573375 -12147.39829573375 Esc 1/25 CORTE X - X ESC: 1:25 -12147.39829573375 Ø 3/8" @ .20 CISTERNA -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 d 3/8" @ .20 d 3/8" @ .20 X -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 d 3/8" @ .20 d 3/8" @ .20 X ESC: 1:25 TECHO DE CISTERNA -12147.39829573375 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 -12147.39829573375 Cap. = 2.50m3 -12147.39829573375 -12147.39829573375 -12147.39829573375 X d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 -12147.39829573375 -12147.39829573375 X ESC: 1:25 d 3/8" @ .20 -12147.39829573375 -12147.39829573375 -12147.39829573375 PLANTA DE LA CISTERNA -12147.39829573375 -12147.39829573375 -12147.39829573375 Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 3@0.15 -12147.39829573375 -12147.39829573375 3@0.15 Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 3@0.15 3@0.15 ELEMENTO -12147.39829573375 DETALLES DE COLUMNAS C-3 C-2 C-1 TIPO -12147.39829573375 6 Ø 1/2" Resto @0.20 c/extremo ESTRIBOS Ø 1/4" 2@0.05,3@0.10, 4 Ø 1/2" ACERO ESC: 1/25 4 Ø 1/2" 2 Ø 3/8" 4 Ø 1/2" C-4 6 Ø 1/2" C-5 C-6 6 Ø 1/2" Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 3@0.15 + 2 Ø 3/8" -12147.39829573375 -12147.39829573375 4 Ø 1/2" C-7 6 Ø 1/2" Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 3@0.15 -12147.39829573375 -12147.39829573375 6 Ø 1/2" -12147.39829573375 -12147.39829573375 6 Ø 1/2" C-8 6 Ø 3/8" Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 3@0.15 -12147.39829573375 -12147.39829573375 6 Ø 3/8" C-9 4 Ø 3/8" Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 3@0.15 ( 0.70 + 0.10 ) 2.50 x 2.50 Z - 3 ( 0.70 + 0.10 ) 1.50 x 1.50 Z - 4 ( 0.70 + 0.10 ) 2.00 x 2.00 Z - 5 -12147.39829573375 CALLE DANIEL HOYLE Nº 263 SRA. LIBERTAD CASTRO ALTAMIRANO Bachº Arqª José Luis Yamunaqué Castillo VIVIENDA UNIFAMILIAR ARQUISA PROPIETARIO PROYECTO: REGIÓN: LA LIBERTAD DEPARTAMENTO: LA LIBERTAD PROVINCIA: TRUJILLO LAMINA : APOYO TECNICO: PAG : E - 01 4 DE 7 FIRMA DEL PROPIETARIO FIRMA DEL PROFESIONAL REVISADO : PLANO : Ubicación: 1 / 50 MARZO - 2005 ESCALA : FECHA : CIMENTACION ESTRUCTURAS ARQUITECTOS ASOCIADOS DISEÑO: joselyc @ Hotmail.com DIBUJO: N.DE VEREDA +/- 0.00 N.P.T.+/- 0.00 -12147.39829573375 -12147.39829573375 R.C CORTE DE JUNTA DE DILATACION -12147.39829573375 -12147.39829573375 R.C JUNTA SISMICA C.I.P. 45516 ING º SANTOS ALEJANDRO HERMENEGILDO MANTILLA INGº S.A.H.M. JUNTA SISMICA 6 Ø 1/2" -12147.39829573375 -12147.39829573375 6 Ø 1/2" -12147.39829573375 -12147.39829573375 6 Ø 1/2" Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 6 Ø 1/2" -12147.39829573375 -12147.39829573375 4 Ø 3/8" A A B B B B B B B B B B B B B B B B B B B B B B B B -12147.39829573375 D D D D D D D D D D D D D D D D D D D D E E E E E E E E E E F F C C C C C - 9 C - 9 C - 9 C - 10 C - 10 C - 10 N.F.P.- 0.05 N.F.P.+ 0.10 CIMENTACION DE ESCALERA DADO DE CONCRETO PARA ESCALERA DE FIERRO -12147.39829573375 A -12147.39829573375 -12147.39829573375 B D -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 1 2 3 4 5 6 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 1 2 3 4 5 6 -12147.39829573375 A -12147.39829573375 B D C C C - 1 P-1 C - 1 -12147.39829573375 -12147.39829573375 C - 3 C - 1 P - 2 C - 5 P - 3 C - 7 C - 6 C - 1 C - 2 C - 2 P - 2 P - 2 C - 6 JUNTA SISMICA JUNTA SISMICA C - 9 C - 9 C - 9 C - 10 C - 10 C - 10 1 2 3 4 5 6 7 8 14 15 16 17 18 19 20 21 12 13 22 23 24 25 26 27 28 29 1 2 3 4 5 6 7 8 5 6 7 8 9 10 11 13 14 15 16 12 1 2 3 4 5 6 7 8 14 15 16 17 18 19 20 21 13 22 23 24 25 26 27 28 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 Proyección de ducto Proyección de Viga Proyección de Techo Proyección de Viga PISO DE CEMENTO PÚLIDO Proyección de Viga Proyección de Viga Proyección de Viga Proyección de Viga Proyección de Techo Proyección de Techo Proyección de ducto Proyección de ducto Proyección de techo DORMITORIO PRINCIPAL BAÑO ESTUDIO ESTAR BAÑO LAVANDERIA COCINA RECIBIDOR BAR COMEDOR SALA Y PATIO INTIMO DORMITORIO PRINCIPAL BAÑO BAÑO DORMITORIO PRINCIPAL ESTAR INTIMO DORMITORIO DORMITORIO DORMITORIO DORMITORIO ESTAR INTIMO RECIBIDOR COCINA TERRAZA SALA BAR BAÑO DEPOSITO GENERAL TIENDA ESTUDIO LAVANDERIA AZOTEA Proyección de volado Proyección de Viga Cl Cl Cl Cl Cl Cl C - 8 Ø 3/8" Ø 3/8" -12147.39829573375 Ø 1/2" -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" -12147.39829573375 Ø 1/2" -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" -12147.39829573375 Ø 1/2" -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 3/8" Ø 1/2" Ø 3/8" Ø 1/2" Ø 3/8" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" VP2(0.15 x 0.40) 3 Ø 3/8" -12147.39829573375 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 -12147.39829573375 -12147.39829573375 -12147.39829573375 2 Ø 3/8" -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 1/4" 1 @ 0.05; 3 @ 0.10 2 @ 0.15; Rto @ 0.25 -12147.39829573375 4 Ø 1/2" LOSA VP-1 (0.15 x 0.40) -12147.39829573375 VA-2(0.15 x 0.20) VA-2(0.15 x 0.20) VP-1 (0.15 x 0.40) VP-2 (0.15 x 0.40) 4 Ø 1/2" LOSA VP3(0.25 x 0.40) -12147.39829573375 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 -12147.39829573375 -12147.39829573375 -12147.39829573375 4 Ø 1/2" LOSA 2 Ø 3/8" LOSA VP5(0.25 x 0.50) -12147.39829573375 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 -12147.39829573375 -12147.39829573375 -12147.39829573375 6 Ø 1/2" LOSA 2 Ø 3/8" LOSA VP3(0.25 x 0.40) VP4(0.25 x 0.40) VP3(0.25 x 0.40) VP4(0.25 x 0.40) VP4(0.25 x 0.40) VP5(0.25 x 0.50) VP4(0.25 x 0.40) VP4(0.25 x 0.40) VP3(0.25 x 0.40) VP3(0.25 x 0.40) VP3(0.25 x 0.40) VP3(0.25 x 0.40) VS(0.25 x 0.20) VS(0.25 x 0.20) VCH(0.40 x 0.20) Ø 3/8" CAJA DE ESCALERA CAJA DE ESCALERA VA-4(0.15 x 0.40) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-5(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 -12147.39829573375 -12147.39829573375 5 Ø 1/2" LOSA LOSA VA-3(0.15 x 0.40) 3 Ø 3/8" -12147.39829573375 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 4 Ø 1/2" LOSA VA-3 (0.15 x 0.40) VA-4(0.15 x 0.40) -12147.39829573375 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 4 Ø 1/2" LOSA VA-4(0.15 x 0.40) VA-4(0.15 x 0.40) VA-1(0.25 x 0.20) -12147.39829573375 Ø 1/4" 1 @ 0.05; 3 @ 0.10 2 @ 0.15; Rto @ 0.25 -12147.39829573375 VA-2(0.15 x 0.20) 4 Ø 3/8" VS(0.25 x 0.20) 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 -12147.39829573375 -12147.39829573375 5 Ø 1/2" LOSA VCH(0.25 x 0.20) 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 -12147.39829573375 -12147.39829573375 7 Ø 1/2" LOSA LOSA VA-2(0.15 x 0.20) VA-2(0.15 x 0.20) VA-2 VA-2 VA-2(0.15 x 0.20) VA-2(0.15 x 0.20) VA-1 VA-2(0.15 x 0.20) S/C 210 Kg/cm² e = 0.20 Esc.: 1/50 ALIGERADO PRIMER PISO -12147.39829573375 A -12147.39829573375 -12147.39829573375 B D -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 1 2 3 4 5 6 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 1 2 3 4 5 6 -12147.39829573375 A -12147.39829573375 B D C - 1 P-1 C - 1 -12147.39829573375 C - 3 C - 1 P - 2 C - 5 P - 3 C - 7 C - 6 C - 1 C - 2 C - 2 P - 2 P - 2 C - 6 JUNTA SISMICA JUNTA SISMICA C - 9 C - 10 C - 10 C - 10 C - 8 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" -12147.39829573375 Ø 1/2" -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" -12147.39829573375 Ø 3/8" Ø 3/8" Ø 1/2" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 3/8" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" VA-2(0.15 x 0.20) VA-2(0.15 x 0.20) VP-1 (0.15 x 0.40) VP-2 (0.15 x 0.40) VP3(0.25 x 0.40) VP4(0.25 x 0.40) VP3(0.25 x 0.40) VP4(0.25 x 0.40) VP4(0.25 x 0.40) VP4(0.25 x 0.40) VP4(0.25 x 0.40) VP4(0.25 x 0.40) VP3(0.25 x 0.40) VP3(0.25 x 0.40) VS(0.25 x 0.20) VS(0.25 x 0.20) VCH(0.40 x 0.20) Ø 3/8" CAJA DE ESCALERA VA-4(0.15 x 0.40) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VCH(0.40 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-3 (0.15 x 0.40) VA-4(0.15 x 0.40) VA-4(0.15 x 0.40) VA-1(0.25 x 0.20) VA-2(0.15 x 0.20) VA-2 VA-2 VA-2(0.15 x 0.20) VA-2(0.15 x 0.20) VA-1 VA-2(0.15 x 0.20) S/C 210 Kg/cm² e = 0.20 Esc.: 1/50 ALIGERADO SEGUNDO PISO VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-2(0.15 x 0.20) VA-1(0.25 x 0.20) VA-2 VA-2 VA-2 VA-2 VA-2 VA-2 Vacio Vacio Vacio Vacio Vacio Vacio Vacio Losa Macisa Losa Macisa Losa Macisa Losa Macisa Cruzan viguetas Cruzan viguetas VA-2 VA-2 -12147.39829573375 A -12147.39829573375 -12147.39829573375 B D -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 1 2 3 4 5 6 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 1 2 3 4 5 6 -12147.39829573375 A -12147.39829573375 B D C - 1 P-1 C - 1 -12147.39829573375 C - 3 C - 1 P - 2 C - 5 P - 3 C - 7 C - 6 C - 1 C - 2 C - 2 P - 2 P - 2 C - 6 JUNTA SISMICA JUNTA SISMICA C - 9 C - 10 C - 10 C - 10 C - 8 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" -12147.39829573375 Ø 1/2" -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" -12147.39829573375 Ø 1/2" -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 3/8" Ø 1/2" Ø 3/8" Ø 1/2" Ø 3/8" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" VA-2(0.15 x 0.20) VA-2(0.15 x 0.20) VP-1 (0.15 x 0.40) VP-2 (0.15 x 0.40) VP3(0.25 x 0.40) VP4(0.25 x 0.40) VP3(0.25 x 0.40) VP4(0.25 x 0.40) VP4(0.25 x 0.40) VP4(0.25 x 0.40) VP4(0.25 x 0.40) VP4(0.25 x 0.40) VP3(0.25 x 0.40) VP3(0.25 x 0.40) VS(0.25 x 0.20) VCH(0.40 x 0.20) Ø 3/8" VA-4(0.15 x 0.40) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-3 (0.15 x 0.40) VA-4(0.15 x 0.40) VA-4(0.15 x 0.40) VA-2(0.15 x 0.20) VA-2 VA-2 VA-2(0.15 x 0.20) VA-1 VA-2(0.15 x 0.20) S/C 210 Kg/cm² e = 0.20 Esc.: 1/50 ALIGERADO TERCER PISO Vacio Vacio Losa Macisa Cruzan viguetas VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) Vacio Ø 3/8" Ø 3/8" CAJA DE ESCALERA VA-1(0.25 x 0.20) -12147.39829573375 -12147.39829573375 -12147.39829573375 A -12147.39829573375 -12147.39829573375 B D -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 1 2 3 4 5 6 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 1 2 3 4 5 6 -12147.39829573375 A -12147.39829573375 B D C - 1 P-1 C - 1 -12147.39829573375 C - 3 C - 1 P - 2 C - 5 P - 3 C - 7 C - 6 C - 1 C - 2 C - 2 P - 2 P - 2 C - 6 C - 9 C - 8 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" -12147.39829573375 Ø 1/2" -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" -12147.39829573375 Ø 1/2" -12147.39829573375 Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 3/8" Ø 1/2" Ø 3/8" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" VP-1 (0.15 x 0.40) VP-2 (0.15 x 0.40) VP3(0.25 x 0.40) VP4(0.25 x 0.40) VP3(0.25 x 0.40) VP4(0.25 x 0.40) VP4(0.25 x 0.40) VP4(0.25 x 0.40) VP4(0.25 x 0.40) VP4(0.25 x 0.40) VP3(0.25 x 0.40) VP3(0.25 x 0.40) VS(0.25 x 0.20) VCH(0.40 x 0.20) Ø 3/8" VA-4(0.15 x 0.40) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-3 (0.15 x 0.40) VA-4(0.15 x 0.40) VA-4(0.15 x 0.40) VA-2(0.15 x 0.20) VA-2 VA-2 VA-2(0.15 x 0.20) VA-2(0.15 x 0.20) VA-1 VA-2(0.15 x 0.20) S/C 210 Kg/cm² e = 0.20 Esc.: 1/50 ALIGERADO CUARTO PISO Vacio Vacio Losa Macisa Cruzan viguetas VA-2 VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) Vacio Ø 3/8" Ø 3/8" CAJA DE ESCALERA VA-1(0.25 x 0.20) -12147.39829573375 -12147.39829573375 VA-1(0.25 x 0.20) Cruzan viguetas VA-2(0.15 x 0.20) VA-2(0.15 x 0.20) VA-2 -12147.39829573375 -12147.39829573375 Ø 3/8" Ø 3/8" Ø 1/2" CALLE DANIEL HOYLE Nº 263 SRA. LIBERTAD CASTRO ALTAMIRANO Bachº Arqª José Luis Yamunaqué Castillo VIVIENDA UNIFAMILIAR ARQUISA PROPIETARIO PROYECTO: REGIÓN: LA LIBERTAD DEPARTAMENTO: LA LIBERTAD PROVINCIA: TRUJILLO LAMINA : APOYO TECNICO: PAG : E - 02 5 DE 7 FIRMA DEL PROPIETARIO FIRMA DEL PROFESIONAL REVISADO : PLANO : Ubicación: 1 / 50 MARZO - 2005 ESCALA : FECHA : ALIGERADO ESTRUCTURAS ARQUITECTOS ASOCIADOS DISEÑO: joselyc @ Hotmail.com DIBUJO: C.I.P. 45516 ING º SANTOS ALEJANDRO HERMENEGILDO MANTILLA INGº S.A.H.M. 0.35 0.30 0.25 L cm 0.40 1/2" 3/8" 1/4" O 5/8" DE ANCLAJE CUADRO DE LONGITUD -12147.39829573375 -12147.39829573375 VIGAS-PLANTAS -12147.39829573375 DETALLE DE ENTREGA DE -12147.39829573375 ESC: 1/5 DETALLE ISOMETRICO DE ALIGERADO Ø1/4" @ 0.25 (TEMPERATURA) 30 x 30 x15 LADRILLO DE .15 .05 .05 .15 .20 CONCRETO 210 VIGETA 1:6:4 ESC:1/20 Ø Ver Planta Ø Ver Planta -12147.39829573375 2 3 C - 6 C - 6 C - 8 -12147.39829573375 Ø 3/8" Ø 1/2" VP4(0.25 x 0.40) VP4(0.25 x 0.40) Ø 3/8" VA-1(0.25 x 0.20) VA-4(0.15 x 0.40) -12147.39829573375 2 3 -12147.39829573375 Ø 3/8" C - 7 D -12147.39829573375 B D -12147.39829573375 B S/C 210 Kg/cm² e = 0.20 Esc.: 1/50 ALIGERADO LOSA DE ESCALERA C - 7 C - 6 C - 8 Ø 1/4" 2 @ 0.05; 3 @ 0.10 5 @ 0.15; Rto @ 0.25 VIGA VIGA VIGA -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 VP4(0.25 x 0.40) Columna Columna Columna VP4(0.25 x 0.40) 2 Ø 1/2" 2 Ø 1/2" 2 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" -12147.39829573375 -12147.39829573375 LOSA CORTE A - A 5 Ø 1/2" -12147.39829573375 -12147.39829573375 2 Ø 3/8" A A A A A A A A B B B B -12147.39829573375 -12147.39829573375 LOSA CORTE B - B 5 Ø 1/2" -12147.39829573375 -12147.39829573375 2 Ø 3/8" Ø 1/4" 2 @ 0.05; 3 @ 0.10 5 @ 0.15; Rto @ 0.25 Ø 1/4" 2 @ 0.05; 3 @ 0.10 5 @ 0.15; Rto @ 0.25 Ø 1/4" 2 @ 0.05; 3 @ 0.10 5 @ 0.15; Rto @ 0.25 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 2 Ø1/2" -12147.39829573375 MURO DE LADRILLO KK STANDAR ASENTADO DE SOGA -12147.39829573375 -12147.39829573375 -12147.39829573375 ESC:1/25 SECCION 1-1 +25% P.M.(ma'x 4") CEMENTO-HORMIGON SOBRECIMIENTO 1:8 CIMIENTO 1:10 +30% P.G.(ma'x 6") CEMENTO-HORMIGON RC -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 NPT±0.00 ESC:1/25 SECCION 2-2 ASENTADO DE SOGA STANDAR MURO DE LADRILLO KK -12147.39829573375 +25% P.M.(ma'x 4") CEMENTO-HORMIGON SOBRECIMIENTO 1:8 NPT+0.15 NPT+0.15 NIV. DE ESC. =1.00 (VERIFICAR EN OBRA) NPT+0.15 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 CEMENTO-HORMIGON +30% P.G.(ma'x 6") CIMIENTO 1:10 SOBRECIMIENTO 1:8 CEMENTO-HORMIGON +25% P.M.(ma'x 4") ESC:1/25 SECCION 3-3 -12147.39829573375 NIV. DE ESC. =0.90 (VERIFICAR EN OBRA) RC RC -12147.39829573375 NPT+4.78 NPT+4.96 -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø1/2" @.20 Ø1/2" @.20 Ø1/2" @.20 Ø1/2" @.20 DESCANSO 2 Ø5/8" 2 Ø5/8" -12147.39829573375 VIGA DE CIMENTACION VC-1 LOSA TERCER TRAMO NPT+3.35 ND+2.28 MURO DE LADRILLO KK ASENTADO DE SOGA -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 Ø1/2" @.20 Ø1/2" @.20 Ø1/2" @.20 Ø3/8" @.20 Ø3/8" @.20 Ø3/8" @.20 Ø3/8" @.20 ASENTADO DE SOGA STANDAR MURO DE LADRILLO KK -12147.39829573375 VP4(0.25 x 0.40) -12147.39829573375 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 -12147.39829573375 -12147.39829573375 -12147.39829573375 6 Ø 1/2" LOSA 2 Ø 3/8" LOSA VA-5(0.25 x 0.20) 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 -12147.39829573375 -12147.39829573375 6 Ø 1/2" LOSA LOSA N.F.P.- 0.05 N.F.P.- 0.05 N.F.P.- 0.05 N.F.P.- 0.05 N.F.P.- 0.05 N.F.P.- 0.05 N.F.P.- 0.05 N.F.P.- 0.05 N.F.P.- 0.05 ( 0.70 + 0.10 ) 1.40 x 1.30 Z - 6 ( 0.70 + 0.10 ) 1.80 x 1.80 Z - 7 ( 0.70 + 0.10 ) 1.40 x 1.40 Z - 8 ( 0.70 + 0.10 ) 1.60 x 1.60 Z - 9 NPT+0.15 NPT+0.15 NPT+4.30 ND+2.13 -12147.39829573375 CORTE ESTRUCTURAL ESCALERA "E-2" ESC:1/25 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 MURO DE LADRILLO KK STANDAR ASENTADO DE SOGA Ø1/2" @.20 Ø3/8" @.20 Ø1/2" @.20 Ø1/2" @.20 Ø1/2" @.20 Ø1/2" @.20 Ø3/8" @.20 Ø3/8" @.20 Ø3/8" @.20 Ø1/2" @.20 Ø1/2" @.20 Ø3/8" @.20 Ø3/8" @.20 Ø3/8" @.20 Ø1/2" @.20 -12147.39829573375 PRIMER TRAMO SEGUNDO TRAMO -12147.39829573375 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 20 21 18 19 22 23 Viga : VP5(0.25 x 0.50) -12147.39829573375 -12147.39829573375 -12147.39829573375 Relleno de concreto NPT+3.20 NPT+4.78 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 MURO DE LADRILLO KK STANDAR ASENTADO DE SOGA Ø1/2" @.20 Ø1/2" @.20 Ø1/2" @.20 Ø3/8" @.20 Ø3/8" @.20 Ø3/8" @.20 Ø3/8" @.20 TERCER TRAMO -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 -12147.39829573375 VIGA VP5(0.25 x 0.50) ESCALERA PLANTA \A1;.50 .40 .40 .40 .40 \A1;.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.60 \A1;.40 \A1;.50 \A1;.60 \A1;.40 \A1;.60 \A1;.40 \A1;.25 \A1;.10 \A1;.25 \A1;VARIABLE \A1;.15 \A1;.25 \A1;.10 \A1;VARIABLE \A1;.15 \A1;.15 \A1;.45 \A1;.10 \A1;VARIABLE \A1;.50 \A1;2.27 \A1;0.13 \A1;0.44 \A1;0.13 \A1;.71 \A1;0.07 \A1;0.15 0.50 .10 .10 .20 .20 .45 \A1;1.50 \A1;.15 \A1;1.20 \A1;1.90 \A1;2.20 \A1;2.20 \A1;1.50 \A1;.25 \A1;.25 \A1;.15 \A1;.25 \A1;.25 \A1;.40 \A1;.15 \A1;.20 \A1;.60 \A1;.15 \A1;.30 \A1;1.40 \A1;2.07 \A1;.20 \A1;1.90 \A1;1.40 \A1;.15 \A1;1.50 \A1;.50 \A1;.50 \A1;.15 \A1;.15 \A1;2.20 \A1;.15 \A1;.15 \A1;.15 \A1;.25 \A1;1.90 \A1;1.50 \A1;1.20 \A1;.15 .65 .71 .40 .70 .15 1.10 \A1;3.000 \A1;5.800 \A1;3.500 \A1;3.500 \A1;3.500 \A1;1.60 \A1;3.000 3.64 .15 .15 1.68 6.44 6.20 4.94 3.52 .15 .15 6.40 .25 .15 6.25 2.18 .92 .15 .25 1.00 1.10 2.50 3.69 6.25 .15 .25 3.64 .15 .15 1.68 6.20 3.75 .15 4.79 .15 2.95 .15 3.10 .15 INCA ROCA Nº 593 IGLESIA ADVENTISTA 7m0 DIA IGLESIA PROPIETARIO PROYECTO: REGIÓN: LA LIBERTAD DEPARTAMENTO: LA LIBERTAD PROVINCIA: TRUJILLO PLANO : Ubicación: 1 / 50 FEBRERO-2010 ESCALA : FECHA : DISTRIBUCION ARQUITECTURA CANCER_8218 @ Hotmail.com DIBUJO: 948651051 LAMINA : A - 01 INGº CIVIL ANGEL EDUARDO RUIZ ROCHA .15 1.00 1.10 2.50 3.69 3.69 1.00 1.10 2.50 1.90 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.50 1.00 1.50 1.00 1.50 1.00 1.00 1.00 1.00 3.65 3.15 3.15 2.51 3.44 3.65 3.65 3.65 2.94 1.00 1.50 3.79 3.00 3.15 2.51 7.10 3.65 1.61 2.05 2.94 6.45 3.25 3.50 2.78 3.50 .10 45ª 45ª .20 .25 .30 .10 .15 \A1;.30 \A1;.20 \A1;.20 \A1;1.90 .15 .15 .10 .30 .10 .10 .15 .10 .30 .10 .015 .01 .055 .02 .50 .05 .05 .50 .02 .055 .01 .015 .10 .50 .10 D 4D .10 .10 \A1;1.90 \A1;.30 \A1;1.70 \A1;1.40 .30 \A1;.15 .10 \A1;.15 \A1;.50 \A1;1.20 \A1;.15 \A1;0.15 \A1;0.20 \A1;2.15 \A1;0.15 \A1;0.10 \A1;0.60 \A1;0.80 \A1;Ver Planta \A1;0.30 \A1;0.30 \A1;.70 \A1;Ver Planta \A1;.15 \A1;.10 \A1;1.20 \A1;.30 \A1;1.20 \A1;.70 0.40 0.40 \A1;.08 \A1;.40 1.00 1.28 1.28 1.28 1.28 1.50 1.00 1.00 1.00 1.00 3.65 3.15 3.15 2.51 3.44 3.65 3.65 3.65 2.94 3.79 3.00 3.15 2.51 7.10 3.65 1.61 2.05 2.94 3.50 2.78 3.50 2.69 9.90 DVENTISTA DEL S EPTIMO A D IA IGLESIA .75 .75 .80 .75 .75 .75 1.86 1.65 .60 .60 .60 .60 .60 .60 .60 \A1;.25 3.25 7.26 8.85 \A1;3.60 3.64 .15 6.25 2.18 .92 .15 .25 \A1;.20 \A1;.25 \A1;.20 \A1;.25 \A1;.20 \A1;.25 \A1;.25 \A1;.20 \A1;.15 .40 b/3 L L b/3 .40 .30 .10 0.15 \A1;.15 \A1;.20 \A1;.40 \A1;.20 \A1;.20 \A1;.15 \A1;.20 \A1;.25 .15 VARIABLE .20 .15 .25 0.05 b/3 L .10 .30 .10 .75 .75 1.41 1.41 .50 2.81 .50 \A1;2.15 \A1;1.00 3.25 3.10 4.70 3.20 .15 .15 .15 10.67 4.80 2.90 5.70 5.70 3.00 4.80 5.70 1.20 5.70 .25 Ver Planta 0.80 .25 .10 INCA ROCA Nº 593 IGLESIA ADVENTISTA 7m0 DIA IGLESIA PROPIETARIO PROYECTO: REGIÓN: LA LIBERTAD DEPARTAMENTO: LA LIBERTAD PROVINCIA: TRUJILLO PLANO : Ubicación: 1 / 50 FEBRERO-2010 ESCALA : FECHA : CANCER_8218 @ Hotmail.com DIBUJO: 948651051 LAMINA : A - 01 INGº CIVIL ANGEL EDUARDO RUIZ ROCHA CIMENTACION ESTRUCTURAS .30 .60 CUADRO DE AREAS (m2) AREA OCUPADA AREA TERRENO AREA CONSTRUIDA ESTACIONAMIENTO 1 Plaza c/d 2 Viviendas 1 Plaza AREA NORMATIVA DEL LOTE DENSIDAD NETA COEFICIENTE DE EDIFICACIÓN AREA LIBRE ALTURA MAXIMA RETIRO MINIMO FRONTAL ALINEAMIENTO SIN VOLADIZO 250 a 300 HAB/HA CUADRO NORMATIVO PARAMETROS 3.00 ml. 3 niveles 30% 2.4 R.N.C. SIN VOLADIZO 250 a 300 HAB/HA 90.00 - 450.00 3.00 ml. 3 niveles PROYECTO 200.00 m² 1.42 40.50% U PROFESIONAL: PROPIETARIO: PROYECTO: SUB- TOTAL AREA LIBRE SELLO Y FIRMA DEL PROFESIONAL: LAMINA: FIRMA PROPIETARIO: AREAS SEGUNDO PISO PRIMER PISO SUB - TOTAL AV. SANTA ESC. 1:500 PLANO DE UBICACIÓN ÁREA TECHADA SEGUNDO PISO ÁREA TECHADA PRIMER PISO ÁREA TECHADA AZOTEA SEGUNDO PISO PAG : L d 3/4" 5/8" 1/2" 1/4" 3/8" EMPALMES EN COLUMNAS 5 5 5 5 DETALLE DE ENTREGA DE COLUMNAS CON VIGAS ( 0.70 + 0.10 ) 1.20 x 1.20 Z - 2 ( 0.70 + 0.10 ) 1.00 x 1.00 Z - 1 PROFUNDIDAD SECCION CUADRO DE ZAPATAS TIPO Concreto 1 : 10 Cemento Hormigón + 30% de piedra grande (Máx. 6") Concreto 1 : 8 Cemento Hormigon + 25 % de piedra mediana (máx. 3") Nivel de Excavación 1.00 DETALLE DE CORTES DE CIMIENTOS Cimiento Sobrecimiento 5 1.00 1.00 1.00 5 5 Escala 1/25 <> 5 5 A - A <> C - C E - E 5 F - F G - G I - I RELLENO COMPACTADO N.P.T. (Ver planta) .25 5 R.C N.P.T. (Ver planta) 5 VARIABLE 5 5 5 VARIABLE N.P.T. (Ver planta) R.C 5 .15 5 5 VARIABLE Esc.: 1/50 B - B D - D 5 H - H Cap. = 2.50m3 5 5 .15 5 5 5 5 5 5 5 0.13 0.44 0.13 5 0.07 \A1;0.03 0.15 TAPA CISTERNA 0.50 .10 .10 CORTE X - X .20 Ø 3/8" @ .20 .20 .45 5 5 5 5 d 3/8" @ .20 d 3/8" @ .20 X 5 5 5 5 5 d 3/8" @ .20 d 3/8" @ .20 X 5 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 5 Cap. = 2.50m3 5 5 5 X d 3/8" @ .20 d 3/8" @ .20 d 3/8" @ .20 5 5 X ESC: 1:25 d 3/8" @ .20 5 5 5 PLANTA DE LA CISTERNA 5 5 5 Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 3@0.15 Resto @0.20 c/extremo Ø 3/8" 6@0.05,8@0.10, 8@0.15 3@0.15 ELEMENTO 5 DETALLES DE COLUMNAS C-3 C-2 C-1 TIPO 5 Resto @0.20 c/extremo ESTRIBOS Ø 1/4" 2@0.05,3@0.10, 4 Ø 1/2" ACERO ESC: 1/25 10 Ø 5/8" 2 Ø 3/8" 4 Ø 1/2" C-6 6 Ø 1/2" Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 3@0.15 + 2 Ø 3/8" 5 5 6 Ø 1/2" 4 Ø 3/8" Resto @0.20 c/extremo Ø 1/4" 2@0.05,3@0.10, 3@0.15 ( 0.70 + 0.10 ) 1.70 x 1.70 Z - 3 ( 0.70 + 0.10 ) 1.50 x 1.50 Z - 4 ( 0.70 + 0.10 ) 1.40 x 1.40 Z - 5 <> 6 Ø 1/2" 5 5 6 Ø 1/2" 5 4 Ø 3/8" 7 6 5 4 3 2 1 12 13 15 16 17 18 8 9 10 11 14 5 5 5 5 5 5 5 BAUTISTERIA PATIO PRINCIPAL 0.90 x 2.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 6 5 4 3 2 1 12 13 15 16 17 18 8 9 10 11 14 7 6 5 4 3 2 1 8 9 S.H. S.H. S.H. S.H. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PRIMER NIVEL SEGUNDO NIVEL AULA Nº 2 AULA Nº 1 AULA Nº 1 0.90 x 2.10 0.90 x 2.10 0.90 x 2.10 0.90 x 2.10 0.90 x 2.10 S.H. 0.70 x 2.10 0.70 x 2.10 OFICINA S.H. SALA ESPERA DE HALL LLEGADA DE AULA Nº 4 AULA Nº 5 DUCTO DE VENTILACION HALL LLEGADA DE PASADIZO 5 5 7 6 5 4 3 2 1 8 9 S.H. S.H. S.H. S.H. 7 6 5 4 3 2 1 12 13 15 16 17 18 8 9 10 11 14 BAUTISTERIA PATIO PRINCIPAL 0.90 x 2.10 5 5 5 5 5 7 6 5 4 3 2 1 12 13 15 16 17 18 8 9 10 11 14 7 6 5 4 3 2 1 8 9 S.H. S.H. S.H. S.H. SEGUNDO NIVEL AULA Nº 2 AULA Nº 1 AULA Nº 1 0.90 x 2.10 0.90 x 2.10 0.90 x 2.10 0.90 x 2.10 0.90 x 2.10 S.H. 0.70 x 2.10 0.70 x 2.10 OFICINA S.H. SALA ESPERA DE HALL LLEGADA DE AULA Nº 4 AULA Nº 5 DUCTO DE VENTILACION HALL LLEGADA DE PASADIZO 7 6 5 4 3 2 1 8 9 S.H. S.H. S.H. S.H. Kw-h P TG - 1 BAJA TUB. TELF. p p p p T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V T.V P P P P P 7 6 5 4 3 2 1 12 13 15 16 17 18 8 9 10 11 14 BAUTISTERIA PATIO PRINCIPAL 5 5 5 5 7 6 5 4 3 2 1 12 13 15 16 17 18 8 9 10 11 14 7 6 5 4 3 2 1 8 9 SEGUNDO NIVEL AULA Nº 2 AULA Nº 1 AULA Nº 1 0.90 x 2.10 0.90 x 2.10 0.90 x 2.10 0.90 x 2.10 0.90 x 2.10 SALA ESPERA DE AULA Nº 4 AULA Nº 5 DUCTO DE VENTILACION HALL LLEGADA DE PASADIZO 7 6 5 4 3 2 1 8 9 S.H. S.H. S.H. R=Ø4" S = Ø 2" cap.= 2500 lts. = 2.5 m³ 5 Ø 2" M MEDIDOR GENERAL ACOMETIDA RED PRINCIPAL Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" R=Ø4" R=Ø4" R=Ø4" R=Ø4" A/F Ø 1/2" A/F Ø 1/2" S.H. S.H. S.H. Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" R=Ø4" R=Ø4" R=Ø4" R=Ø4" A/F Ø 1/2" Sube Ventilacion Ø2" LLEGA Ø4" DESAGUE BAJA Ø4" DESAGUE Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" Ø 2" CAJA DE REGISTRO C.T. +/- 0.00 12" x 24" AL COLECTOR PUBLICO C.F. - 0.80 ELECTROBOMBA electrobomba monofasica potencia 1/2 hp- 60 ciclo 22 volt. 7 6 5 4 3 2 1 12 13 15 16 17 18 8 9 10 11 14 BAUTISTERIA 7 6 5 4 3 2 1 8 9 C - 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G H I J 5 5 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 5 5 5 5 5 5 5 5 5 5 5 2 3 1 5 5 5 1 2 3 4 B C D E F G H I J A A A A A A A A A A A A A A A A A A A A A CISTERNA CIMENTACION DE ESCALERA CIMENTACION DE ESCALERA Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 Ø 3/8" @ 0.20 cap.= 2800 lts. = 2.8 m³ SUBE AGUA AL TANQUE ELEVADO 1/2 HP VALV. COMP. 5 5 5 5 1" TUB. Ø1"CON TAPON REMOVIBLE PARA CONEXION DE LA MANGUERA EN CASO DE LIMPIEZA VALVULA FLOTADORA d3/4" DE LA CISTERNA. TUB.d3/4"- ALIMENTA AGUA POTABLE A LA CISTERNA DESDE LA RED PUBLICA TUB. DE IMPULSION DE A.F. AL T.E. \A1;1" .15 \U+2205 1" .15 .10 .30 \A1;2" VER DETALLE 2-2 \A1;1" .10 TIRADOR .10 X 3/4" \A1;2" .15 TAPA DEL BUZON DE INSPECCION CISTERNA DE Fº ESTRIADO d1/4" (VER DETALLE) DE FºFº \U+2205 1/4" CON TAPA TIPO REJILLA TUB.SUCCION d1" ELECTROBOMBA CAJA DE ALBAÑILERIA DE 0.30x0.30x0.40 PARA REBOSE DE LA CISTERNA PLANTA X TUB. d2" QUE CONDUCE EL AGUA DE REBOSE DE LA CISTERNA HACIA LA CAJA DE REGISTRO MAS PROXIMA .10 .30 .10 CAP. 2.80 m3 ESC. 1/25 (1.20 x 1.90 x 1.70) DETALLE DE CISTERNA DE AGUA ENTRADA / CAJA DE CONTROL REBOSE 0 2" 01" / 02" / TUBERIA DE LIMPIEZA 'ETERNIT' Vol = 1,000 litros VA A RED DE DESAGUE DETALLE TANQUE ELEVADO ESC 1/20 VA A CIRCUITO ELECTRICO DE ELECTOBOMBA NIVEL DE ARRANQUE SUBE IMPULSION CAMARA DE AIRE NIVEL DE PARADA CALENTADOR DE AGUA VALVULA CHECK VALVULA ESFERICA ENTRADA A/F VALVULA DE SEGURIDAD UNION UNIVERSAL SALIDA A/C UNION UNIVERSAL BRECHA DE AIRE CAPAC.110Lts. TRAMPA "P" REDUCCION 4"X2" ELECTRICO DE AGUA DETALLE DE CALENTADOR .015 .01 .055 .02 .50 ESC:1/10 ANCLAJE Ø 1/2" .05 .05 ANCLAJE Ø 1/2" \A1;PLANCHA DE FIERRO ESTRIADO O 1/4" BISAGRA CORTE A - A ANGULO 2"X2"x 1/4" .50 ESC:1/10 TIRADOR PL Ø 1/4" .02 .055 .01 .015 A A TUERCA Ø CON PINTURA ANTICORROSIVA PLANCHA DE 1/4 DE ESPESOR PINTADO .10 PLANTA DETALLE DE LA TAPA DEL BUZON DE INSPECCION .50 TUERCA DE Ø 1/2" TIRADOR PL Ø 1/4" .10 TEE SANITARIA CRUZ TEE RECTA CODO DE 90º CODO DE 45º TUBERIA DE VENTILACION TUBERIA DE DESAGUE "Y" SANITARIA SIMPLE TRAMPA "P" CAJA DE REGISTRO REGISTRO ROSCADO DE TEE SANITARIA DOBLE DESCRIPCION SIMBOLO SUMIDERO BRONCE EN PISO LEYENDA DESAGUE 60 Hz 220 v 1" d Succión = Potencia = HDT = Q = 0.5 Lt./Seg. 0.5 / HP 1" 15 mts. d Impulsión = Frecuencia = Voltaje = E Q U I P O D E B O M B E O PL = 1/4 DE ESPESOR D ESC. 1/1 NIPLE DE F° G° DETALLE SELLO ROMPE AGUA SOLDADURA 4D .10 .10 BAJA CODO DE 90° SIMBOLO TUB. DE AGUA FRIA C-PVC TUB. DE AGUA CALIENTE C-PVC L E Y E N D A D E A G U A DESCRIPCION GRIFO DE RIEGO TEE SUBE CODO DE 90° MEDIDOR DE AGUA M CODO 90 VALVULA DE COMPUERTA MARCO Y TAPA DE MADERA NIPLE F° G° VALVULA CON BISAGRAS B A D C E 15 15 28 D 22 F 15 10 PVC CLASE 10 N.P.T DIAMETRO Ø 2 " - 1/2 " 1 " - 3/4 " C 12 8 A 25 16 B 20 15 ( F ) FONDO DE CAJA C DETALLE TIPICO DE INSTALACION DE VALVULAS DIMENSIONES ( EN CENTIMETROS ) ADAPTADOR PVC ESPECIFICACIONES TECNICAS A PRESION CON PEGAMENTO N.T. ITINTEC 399.099 1.- LAS TUBERIAS Y ACCESORIOS DE AGUA FRIA SERAN DE PVC-CLASE 10 CON UNIONES 3.- LAS VALVULAS DE COMPUERTA SERAN DE BRONCE CON UNIONES ROSCADAS, CLASE 2.- LAS TUBERIAS Y ACCESORIOS DE AGUA CALIENTE SERAN DE CPVC UNION SIMPLE A PRESION CON PEGAMENTO N.T. ITINTEC 399.072 DE VENTILACION a 0.30 cm. S.n.p.t. QUE PRESENTE FUGA. DURANTE 15 MINUTOS. LOS PISOS ACABADOS SIMPLE NORMALIZADO. UNIVERSALES. (.25 x .25 x .12) 4.- LAS TUBERIAS PARA DESAGUE SERAN DE PVC-SAL MEDIA PRESION Y DE CONCRETO 10 NT. ITINTEC 350.084, SE INSTALARAN EN NICHO DE PARED ENTRE DOS UNIONES 5.- LAS TUBERIAS DE VENTILACION SERAN DE PVC-SAL Y TERMINARAN CON SOMBRERO 8.- TODAS LAS TUBERIAS DE AGUA SE PROBARAN A UNA PRESION DE 10 LBS./P2 6.- LAS CAJAS DE REGISTRO SERAN DE ALBAÑILERIA ENLUCIDAS INTERIORMENTE CON 7.- LOS REGISTROS SERAN DE BRONCE CON TAPA HERMETICA INSTALADA AL RAS DE MORTERO 1:1 CON MARCO Y TAPA DE CONCRETO ARMADO 9.- LAS TUBERIAS DE DESAGUE SE PROBARAN A TUBO LLENO DURANTE 24 HORAS SIN NIPLE F° G° UNION ROSCA INST. SANITARIA PRIMER PISO 5 5 5 5 \A1;2" TAPA DEL BUZON DE INSPECCION Fº ESTRIADO d1/4" (VER DETALLE) TIRADOR .30 .15 .10 TUB. d2" QUE CONDUCE EL AGUA DE REBOSE DE LA CISTERNA HACIA LA CAJA DE REGISTRO MAS PROXIMA .15 ESC:1/25 .10 SUCCION CON VALVULA DE PIE CANASTILLA DE TUBERIAS DE IMPULSION O 1 1/4" CORTE X-X 45ª 45ª .20 NIVEL MINIMO NIVEL .25 MAXIMO .30 .10 TUB.d3/4"-INGRESO DE AGUA A LA CISTERNA .15 .30 .20 INST. SANITARIA SEGUNDO PISO 5 NIVEL DE PARADA ELECTROBOMBA ARRANQUE ELECTROBOMBA d 1 1/2" TUB. SUCC. CHECK VALVULA cap.= 2800 lts. = 2.8 m³ ELECTROBOMBA TH THERMA CARGA INSTALADA x 0.3 CARGA A CONTRATAR = 18355.25 x 0.3 = 5506.575 W. MAXIMA DEMANDA = 14899.338 W. = 14.89 Kw. 2x70A 2 # 4mm2 TW +1 # 4mm2(T) TW- PVC-20mm2 d - SEL TABLERO DISTRIBUCION (1°er NIVEL): TG-1 2 # 2,5mm2 - TW - PVC - 20mm2 d - SEL 2 # 2,5mm2 - TW - PVC - 20mm2 d - SEL 2 # 2,5mm2 - TW - PVC - 20mm2 d - SEL TOMACORRIENTES TOMACORRIENTES ALUMBRADO 2 # 2,5mm2 - TW - PVC - 20mm2 d - SEL ALUMBRADO 2x30A C-5 COCINA 2x20A C-4 2x20A C-3 2x20A C-1 C-2 2x20A DIAGRAMA UNIFILAR T1 2 # 4mm2 +1 # 4mm2(T) TW- PVC-20mm2 d - SEL ELECTROBOMBA C-6 2x30A RESERVA 2x70 A TABLERO DISTRIBUCION (2°do NIVEL): T-2 2 # 2,5mm2 - TW - PVC - 20mm2 d - SEL 2 # 2,5mm2 - TW - PVC - 20mm2 d - SEL 2 # 2,5mm2 - TW - PVC - 20mm2 d - SEL TOMACORRIENTES TOMACORRIENTES ALUMBRADO 2 # 2,5mm2 - TW - PVC - 20mm2 d - SEL ALUMBRADO 2x20A C-4 2x20A C-3 2x20A C-1 C-2 2x20A DIAGRAMA UNIFILAR T2 2 # 4mm2 TW +1 # 4mm2(T) TW- PVC-20mm2 d - SEL C-5 CALENTADOR DE AGUA -THERMA 2x30A RESERVA DESNUDO 35 mm2. TUBO PVC - SAP CONDUCTOR DE Cu d 25 mm. CON MARCO DE FIERRO CONECTOR BRONCE TAPA DE CONCRETO d 5/8" 0.15 0.20 2.15 0.15 DETALLE DE CONECTOR 0.10 (Escala: 1/25) 0.60 0.80 Tierra cernida mezclada con Thorgel o sulfato de magnesio Varilla de cobre de 1/2"(15mm) ó tubo de Fe.Ga. de Ø3/4" (20mm) GRAMPA o CONECTOR DETALLE DE POZO DE TIERRA % de (20mm) como minimo, salvo indicacion contraria. minimo # 12AWG (4mm2), salvo indicacion contraria. No se permitiran empalmes de conductores dentro de tuberias, asi ESPECIFICACIONES TECNICAS Todas las tuberias a usarse seran de plastico pesado PVC-SAP Ø 3/4" Todos los conductores, seran de cobre electrolitico de 97 conductibilidad, con aislamiento termoplastico tipo TW 600V C.A como instalacion de conductores sin tuberias. similar. principio. producto standard. Todas las cajas seran de Fe.Go. tipo SAP a.- RECTANGULAR de 2"x4"x1.1/2" interruptores, tomacorr. y telf. b.- OCTOGONAL de 4"x4"x1.1/2" centros de luz, braquetes. c.- CUADRADAS de 4"x4"x1.1/2" cajas de pase y salidas especiales. Los interruptores de iluminacion seran unipolares de 10A-220V tipo ticino, magic o similar para montaje empotrado en pared a 1.20 mt. S.N.P.T en caja de fierro con placa de aluminio anodizado ticino. Los tomacorrientes seran bipolares(doble) de 10A. 220V tipo ticino magic o similar empotrado en pared con placa de aluminio anodizado o Todos los tableros de distribucion electrica, seran de Fe.Go. con puerta y chapa; tarjeta de indicacion de circuitos, llevaran interruptores con proteccion termomagnetica de 220V. 10KA de poder de ruptura y de las capacidades que aparecen en el esquema de Para la union tubo a tubo, se efectuara a presion con pegamento PVC 0.40 1.40 0.40 2.00 1.80 1.80 0.60 1.40 1.80 1.80 Techo 2.10 Techo 1.40 0.40 ALTURA T/D TICINO T.V Timbre Kw 2S Salida para antena de television Salida para telefono externo Tablero de Distribucion Interruptor automatico Pozo de toma a tierra Intercomunicador Medidor de Suministro (contador Kw-hr) Interruptor de 2 vias Var. 0.40 1.40 1.80 1.40 1.40 Caja de Conexión Tomacorriente trifasico sin puesta a tierra Circuito para comunicacion (telf.,intercom.) Centro de luz/salida en techo Caja de interconexion telefonica externa Tomacorriente alto con puesta a tierra P Braquete Caja de paso en techo Numero de conductores Tomacorriente monofasico DESCRIPCION LEYENDA Circuito empotrado en techo o pared Circuito empotrado en piso T.T. SIMBOLO Interruptor unipolar simple,doble,triple 5A(220V) Interruptor de Fusible Bipolar Interruptor de conmutacion 3 Tablero General 3 , S 2 2 , S S S Caja de interconexion externa (intercomunicadores) Techo Spot Light INST. ELECTRICA 1º PISO 2000.00 x 1.00 124.46 m2 DESCRIPCION TOMACORRIENTES 1º NIVEL ÁREA (m2) C. UNITARIA FACTOR DEMANDA PEQUEÑAS AMPLIACIONES CUADRO DE CARGAS ITEM CARGA INATAL. w. MAXIMA DEMANDA 0.1 ALUMBRADO Y COCINA CALENTADOR DE AGUA ELECTROBOMBA RESERVA 25 W/M² 8000.00 1500.00 500.00 1500.00 3111.5 8000.00 1500.00 1500.00 18960.25 1111.5 x 0.35 0.80 1.00 1.00 1.00 2000.00 W. 389.025 W. 6400.00 W. 1500.00 W. 500.00 W. 1500.00 W. 15111.088 W. 500.00 TOMACORRIENTES 2º NIVEL Y AZOTEA ALUMBRADO Y 0.2 0.3 0.4 0.5 25 W/M² 173.95 m2 4348.75 2000.00 x 1.00 2348.75 x 0.35 2000.00 W. 822.063 W. d 3/8"@.20 Ver Planta Niv. Exc. - 1.00 0.30 0.30 5 ESC. 1. 20 ZAPATA CENTRICA TIPICA ZAPATAS TIPICA Niv. Exc. - 1.00 d 3/8"@.20 PLANTA SOLADO C:H 1:12 e=2" Ver Planta 3/8"@.20 \U+2205 NPT + 0.30 5 3/8"@.20 \U+2205 .10 <> .30 5 5 0.40 0.40 5 d 3/8"@.20 ZAPATA TIPICA SOLADO C:H 1:12 e=2" Niv. Exc. - 1.20 d 3/8"@.20 NPT +-0.30 .40 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 - 1 C - 1 C - 1 C - 3 C - 3 Z - 1 Z - 2 Z - 2 Z - 3 Z - 4 Z - 2 Z - 2 Z - 2 Z - 2 Z - 1 Z - 2 Z - 2 Z - 2 Z - 3 Z - 3 Z - 3 Z - 2 Z - 2 Z - 1 Z - 1 5 5 5 5 5 5 5 5 5 5 CIMENTACION 7 6 5 4 3 2 1 12 13 15 16 17 18 8 9 10 11 14 BAUTISTERIA 7 6 5 4 3 2 1 8 9 C - 1 5 5 5 5 5 5 5 5 5 A B C D E F G H I J 5 5 5 5 5 5 5 5 5 5 5 5 A A A A A A A A CISTERNA C - 2 VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VCH-1(0.25 x 0.35) VCH-1(0.25 x 0.35) VCH-1(0.25 x 0.35) VCH-1(0.25 x 0.35) VCH-1(0.25 x 0.35) VA-2(0.15 x 0.20) Ø 3/8" Ø 1/2" VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) VS-2(0.25 x 0.20) 5 Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 3/8" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 3/8" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" Ø 3/8" Ø 1/2" 5 A B C D E F G H I Ø 3/8" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 3/8" Ø 3/8" Ø 3/8" Ø 1/2" Ø 1/2" 8 Vig. 1 2 3 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Vacio V_100 VA-(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.25 x 0.20) VA-1(0.20 x 0.15) VA-1(0.20 x 0.15) VA-1(0.20 x 0.15) VA-1(0.20 x 0.15) VA-1(0.25 x 0.20) VA-1(0.20 x 0.15) (NEGATIVO) EN UNA LONGITUD L CADA CARA DE LA COLUMNA. DE 1/3 DE LUZ DE LA VIGA EN DE REFUERZO SUPERIOR NO SE PERMITIRA EMPALMES 3/8" 1/2" 1/4" O 3/4" 5/8" 0.80 0.60 0.30 EMPALME EN LOSAS, VIGAS Y ALIGERADO L cm 0.50 0.40 2 Ø 1/2" A A ESC: 1/10 5 VARIABLE Ø 1/2" 5 CORTE A-A 5 5 DETALLE DE DINTEL 2 Ø 1/2" Ø 1/2" 0.05 Ø 1/4" @ 0.25 ( Temperatura ) Ø ESTRIBOS 135° L ( cm ) 2.5 D ( cm ) 4 1/4" Ø 3/8" L = 10 Ø 6.5 10 b/3 L Sup. ESC: 1/10 .10 .30 Ø 1/2" .10 .40 Inf. Sup. b/3 L L b/3 Ø 1/2" Ø 1/2" .40 DETALLE TIPICO DE ALIGERADO ZONAS RECOMENDADAS PARA EL TRASLAPE DEL REFUERZO CORRIDO DE VIGAS Y VIGUETAS .30 .10 EN COLUMNAS Y VIGAS DETALLE DE DOBLADO DE DE ESTRIBOS 0.15 D = 4 Ø VAP1(0.15 x 0.40) LOSA 7 Ø 3/8" 5 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 5 2 Ø 3/8" 5 5 5 Ø 1/4" 1 @ 0.05; 3 @ 0.10 2 @ 0.15; Rto @ 0.25 5 4 Ø 1/2" LOSA VA-3 (0.15 x 0.40) VS-1 (0.25 x 0.20) LOSA 5 5 5 Ø 1/2" LOSA 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 5 Ø 1/4" 1 @ 0.05; 3 @ 0.10 2 @ 0.15; Rto @ 0.25 5 VAB (0.15 x 0.20) 4 Ø 3/8" VS-2 (0.25 x 0.20) LOSA 5 5 6 Ø 1/2" LOSA 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 VS-3 (0.25 x 0.20) LOSA 5 5 7 Ø 1/2" LOSA 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 VA-1 (0.25 x 0.20) LOSA 5 5 4 Ø 1/2" LOSA 2 @ 0.15; Rto @ 0.25 Ø 1/4" 1 @ 0.05; 3 @ 0.10 5 L d L 3/4" 5/8" 1/2" 1/4" 3/8" .90 .80 .45 .30 .35 EMPALMES EN COLUMNAS 5 5 5 5 5 5 2.80x 3.20 2.80x 3.20 SALON DE REUNION 1 2 3 5 PATIO PRINCIPAL ENTRADA PRINCIPAL VEREDA 5 5 N.P.T. +/- 1.20 1 2 3 1 2 3 16 17 18 19 20 21 22 15 14 10 11 12 13 16 17 18 19 20 21 22 15 14 10 11 12 13 PASADIZO PASADIZO 5 5 5 5 5 5 5 5 5 5 5 5 5 PASADIZO DUCTO DE VENTILACION 5 5 5 5 H E-2 C CA. HUASCAR CONDORCANQUI CALLE 10 CALLE 10 OCLLO CALLE 18 CALLE 17 CA. SINCHI ROCA CA. ASCENCIO VERGARA CAPAC CA. PACHACUTEC P.I. EL PORVENIR BARRIO 4 SECTOR RIO SECO HUAYNA CAPAC CALLE 6 CALLE 5 AVENIDA 2 PASAJE 1 CA. PACHACUTEC CA. ATAHUALPA PASAJE 4 MAYTA AV. ASTOPILCO CALLE 6 PASAJE 5 AV. ASTOPILCO HUASCAR ROCA ROCA CAPAC WIRACOCHA INCA JR. CONDEMATA TITO JR. HUACA YAHUAR JR. CAPAC MAYTA JR. SINCHI JR. HUASCAR LEONIDAS YEROVI PLANO: LOCALIZACIÓN ELEVACION PRINCIPAL \A1;.60 2 Ø 3/4" 4 Ø 1/2" LOSA LOSA \A1;.30 \A1;.60 3 Ø 1" 4 Ø 1" V_100 Ø 3/8" 8 @ 0.10; 8 @ 0.15 4@ 0.20; Rto @ 0.25 PARA AMBOS EXTREMOS V_100 V_100 V_100 V_100 V_100 CORTE A-A 10 Ø 5/8" Ø 3/8" 8 @ 0.10; 8@ 0.15 6 @ 0.20; Rto @ 0.25 COLOUMNA Ø 1/4" 1@ 0.05 TIPICA DE ESTRIBOS EN COLUMNAS DETALLE DE ZAPATA Y DISTRIBUCION 5 Ver Planta SOLADO DE CONCRETO POBRE N.P.T. + 0.45 Losa de Aligerado 0.80 ZAPATA 5 ESC. 1/20 5 RTO, @ 0.20 En C/Ext. N.P.T. + 0.45 Ø 1/4" 1@ 0.05 Losa de Aligerado Losa de Aligerado Losa de Aligerado Ø 1/4" 1@ 0.05 4 @ 0.10 RTO, @ 0.20 En C/Ext. 4 @ 0.10 4 @ 0.10 Ø 1/4" 1@ 0.05 0.80 6 Ø 1/2" NUMERO DE PUERTAS : 02 CALLE : INCA ROCA 5 5

Language	Spanish
Drawing Type	Section
Category	Religious Buildings & Temples
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Plastic, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	A/C, Garden / Park, Deck / Patio, Parking
Tags	architecture, autocad, cathedral, Chapel, church, complete, details, dimensions, DWG, église, igreja, kathedrale, kirche, la cathédrale, mosque, plant, section, sections, specifications, temple, trujillo