Multifamily Building DWG Full Project for AutoCAD

multifamily building, the entire project.

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

main facade, architects, tuxtla gutierrez, chiapas, mexico., gonzalez, fam. cancino, blueprint, white, playground, carport, projection cistern, cistern, court xx, hermetic inspection cover, floor, variable, room, study, bedroom, kitchen, patio, laundry, terrace, hall, ss. hh., multiple uses, dining room, cupboard, interior garden, gardener, bookcase, duct, free, sewing room, roof, bar, low slab, daily dining room, npt, first section, second section, wall, vc, staircase foundation , planting, ntn, npt, flooring, section: column-shoe, column, foundation beam, grit, ntn., steel, dimension, type, column frame, stirrups, shoe frame, or anchor and overlap, coatings free, standards of design and construction, minimum length of anchorage and overlap, national regulations of constructions, technical specifications, overloads, dead loads, reinforced concrete, concrete cyclopean :, glass, typical, minimum time of stripping :, – beams and columns, coatings :, – slab lightened a, – side of beams, ceilings, and columns :, – bottom of roof and slabs, top, floor – cistern, ladder, vs, goes, vb, typical lightened detail, hollow brick, steel of distribution, details of beams, projection, flown, projection flown, aluminum screen, first floor, digitizer:, house room, scale:, plan:, project:, owner:, design:, date:, lamina:, main elevation, second and third floor, cut aa, court bb, department:, prov. :, location:, dist. street,: mz. :, foundations -details, distribution, lightened – beams, details, proy. flown, door screen, wall, door, closet, lot:, place:, ss, hh.

Raw text data extracted from CAD file:

FACHADA PRINCIPAL arquitectos Tel. 044(961)2530298 y (961)6146749 Tuxtla Gutierrez, Chiapas, Mexico. Gonzalez FAM. CANCINO ANTEPROYECTO: 16300 BLANCO BLANCO 16470 28,53 27,55 8,00 R=3.29 28,53 27,55 8,00 R=3.29 28,53 27,55 8,00 ,15 2,90 ,15 1,80 ,15 2,70 ,15 8,00 ,25 2,40 ,15 2,20 ,15 4,35 ,15 4,46 ,25 4,01 ,25 ,95 ,15 ,60 6,98 ,25 ,25 2,43 ,25 2,25 ,15 3,70 ,15 5,58 ,15 3,00 ,15 1,20 ,15 3,00 ,15 2,20 ,15 3,35 ,28 ,28 ,30 ,60 ,10 2,13 1,11 ,25 ,95 ,15 2,34 1,02 ,90 1,04 ,15 1,00 ,25 1,80 ,81 ,15 ,97 ,30 ,46 ,63 2,13 ,10 ,90 ,15 1,76 2,21 ,90 ,70 ,55 1,00 ,15 1,21 2,13 ,40 1,74 ,15 ,85 1,76 ,25 ,25 ,89 ,50 ,45 ,78 3,75 ,51 ,65 2,59 ,10 ,25 ,25 ,25 ,25 ,25 ,25 1,00 ,15 1,58 ,85 ,25 ,25 ,65 ,10 ,25 1,00 ,25 1,56 ,84 2,55 ,95 ,25 1,36 1,31 ,25 2,90 ,25 1,10 3,05 ,25 2,39 ,15 ,90 ,15 1,00 ,15 3,20 ,80 1,00 ,15 2,60 ,10 2,70 ,15 ,15 1,00 ,25 3,60 ,10 2,13 1,11 ,25 ,95 ,15 2,34 1,02 ,90 1,04 ,15 1,00 1,80 ,81 ,15 ,97 ,30 ,46 ,63 2,13 ,90 2,21 ,90 1,31 ,25 2,90 ,25 1,10 3,05 ,25 2,39 ,15 ,90 ,15 1,00 ,15 3,20 ,80 3,75 ,51 ,65 2,59 ,10 ,25 ,25 ,25 ,25 ,25 ,10 2,43 ,25 2,25 ,25 2,55 ,95 ,25 ,15 2,70 ,41 ,15 3,98 ,30 1,47 3,98 ,30 1,42 ,25 2,40 ,15 2,20 ,15 4,35 ,15 4,46 ,25 4,01 ,25 ,95 ,15 ,60 6,98 ,25 2,43 ,25 2,25 ,15 3,70 ,15 5,58 ,15 3,00 ,15 1,20 ,15 3,00 ,15 2,20 ,15 3,35 ,28 ,60 ,50 ,78 2,53 ,15 2,25 ,15 1,66 2,43 ,25 2,25 ,25 ,90 2,53 ,15 2,25 ,15 1,66 2,85 ,15 2,55 ,15 ,25 ,91 2,59 ,25 ,25 2,43 ,25 2,25 ,15 3,70 ,15 5,58 ,29 ,15 2,35 ,15 ,50 4,50 ,15 2,20 ,15 3,46 ,17 ,13 2,52 ,15 2,20 ,15 ,15 6,98 ,15 2,90 ,15 1,80 ,15 2,70 ,15 8,00 ,55 8,00 ,55 ,15 2,90 ,15 4,65 ,15 1,04 1,00 3,61 4,39 2,68 2,45 4,40 4,71 4,26 1,20 2,55 2,50 2,80 2,80 2,50 3,75 3,15 4,40 2,45 3,66 2,88 1,25 3,88 1,20 ,15 ,69 13,23 A A A 0.80 0.80 0.90 0.50 0.25 0.175 0.80 0.80 0.50 .10 \A1;3.78 \A1;3.30 \A1;.28 \A1;3.26 \A1;.79 \A1;2.60 \A1;3.75 \A1;3.20 \A1;1.82 \A1;.28 \A1;1.98 \A1;2.50 \A1;.45 \A1;2.95 \A1;3.07 \A1;1.87 \A1;2.60 \A1;2.60 \A1;4.32 \A1;2.60 \A1;3.38 \A1;3.25 \A1;3.25 \A1;.27 \A1;3.25 \A1;3.25 \A1;3.35 \A1;6.92 \A1;1.15 \A1;2.91 \A1;3.02 \A1;3.20 \A1;1.82 \A1;4.75 \A1;1.90 \A1;1.90 \A1;1.60 \A1;1.60 \A1;1.90 \A1;1.90 \A1;2.30 \A1;2.30 \A1;0.90 \A1;0.50 \A1;1.70 \A1;1.30 \A1;1.30 \A1;1.15 \A1;2.30 \A1;2.20 \A1;2.20 \A1;1.20 \A1;2.30 \A1;1.90 \A1;1.90 \A1;0.50 \A1;0.50 \A1;3.90 \A1;0.50 \A1;1.50 \A1;1.50 \A1;1.90 \A1;1.90 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;0.50 \A1;0.50 \A1;.50 \A1;1.40 \A1;4.60 \A1;2.60 AREA DE JUEGOS CAR-PORT NPT+-0.00 NPT+0.15 V.C-2 B 5 6 D E F A C E F A -304.892279297906 E’ -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 G 4 3 2 1 4′ 2′ 7 8 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 G Proyección Cisterna 3 3 1 1 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 V.C-2 V.C-2 V.C-1 V.C-1 V.C-1 V.C-1 V.C-1 V.C-1 V.C-1 V.C-1 V.C-1 V.C-1 V.C-1 1 1 1 1 C1 Z2 C1 Z3 C1 Z11 C2 Z5 C1 C1 C1 Z6 Z7 Z8 C1 Z1 C1 Z3 C1 C2 C5 Z10 C3 Z3 C3 Z4 C3 Z4 Z4 C1 Z3 C1 Z9 C1 2 2 2 2 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 V.C-3 V.C-3 V.C-1 V.C-1 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 2 2 V.C-3 V.C-3 -304.892279297906 -304.892279297906 -304.892279297906 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 C4 C1 C1 C5 C5 C5 C6 C5 C5 C5 C5 C6 C5 C5 C5 C5 C5 C5 C4 C5 C5 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 -304.892279297906 4 4 -304.892279297906 -304.892279297906 -304.892279297906 0.60 0.10 0.40 .15 0.50 0.50 0.60 0.40 .15 0.50 0.50 0.50 0.50 .15 0.40 0.60 0.20 0.20 2,60 2,50 1,40 1,20 1,20 2,00 2,00 2,00 1,20 2,00 2,30 2,30 2,30 1,40 1,40 1,20 1,20 2,60 3,70 2,50 2,50 2,30 1,40 2,30 1,40 1,40 1,40 2,40 1,20 1,30 1,30 2,00 2,30 2,30 1,20 2,30 2,30 2,00 2,50 2,50 2,30 1,20 2,30 1,20 ,50 ,30 2,50 1,40 1,40 1,20 ,40 ,40 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 ,50 1,40 ,60 ,50 ,25 1,00 1,00 ,25 1,00 1,10 ,25 1,00 ,50 .20 .10 .10 .10 .15 0.50 0.80 1.30 .50ó.40 \A1;0.20 \A1;1.20 \A1;0.20 \A1;1.00 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.30 \A1;0.60 \A1;.10 \A1;.05 \A1;1.50 \A1;0.20 \A1;0.30 \A1;0.35 \A1;.05 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.80 \A1;0.30 \A1;0.30 \A1;1.80 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.20 \A1;1.50 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.20 \A1;1.20 \A1;0.20 \A1;0.30 \A1;0.30 \A1;1.80 \A1;0.30 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 Ø3/8″ @.30 N.P.T. +0.15 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 CISTERNA CORTE X-X ESC. 1/25 73.84552294792599 73.84552294792599 Ø3/8″ @.25 N.P.T. -1.55 Ø3/8″ @.25 Ø1/2″ @.20 Ø1/2″ @.20 73.84552294792599 73.84552294792599 73.84552294792599 Ø3/8″ @.30 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 Ø3/8″ @.25 73.84552294792599 Ø3/8″ @.30 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 73.84552294792599 TAPA DE INSPECCION HERMETICA 0.60 x 0.60 X Ø3/8″ @.25 Ø3/8″ @.30 Ø3/8″ @.25 Ø3/8″ @.30 Ø3/8″ @.30 Ø3/8″ @.25 73.84552294792599 73.84552294792599 73.84552294792599 X 73.84552294792599 73.84552294792599 CISTERNA ESC. 1/25 PLANTA 73.84552294792599 73.84552294792599 .30 .30 0.50 .25 0.50 .25 0.50 .25 0.60 variable 0.25 0.10 .10 variable 0.25 0.25 0.40 0.25 .60 .20 .50 .60 .60 .10 .10 0.10 .20 .20 .40 .60 .10 .50 .60 .10 .10 .10 ,30 .20 .10 .10 .10 .10 0.50 0.50 .30 3,00 3.70 ó 3.00 0.60 .10 0.50 0.25 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.60 \A1;0.10 \A1;0.05 \A1;1.50 \A1;0.20 \A1;0.30 \A1;0.35 \A1;0.05 \A1;0.20 \A1;1.50 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.20 \A1;1.45 \A1;0.30 \A1;0.20 \A1;0.20 \A1;.20 \A1;.20 \A1;0.20 \A1;.20 \A1;.20 \A1;0.86 \A1;0.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;0.86 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.45 \A1;1.45 \A1;0.65 \A1;0.20 \A1;1.45 \A1;0.20 \A1;0.20 \A1;0.86 \A1;0.20 \A1;1.85 \A1;1.26 \A1;0.60 \A1;0.70 \A1;0.70 \A1;0.15 2,40 ,80 ,80 ,75 ,75 ,80 ,80 1,20 1,20 1,40 1,40 1,40 1,40 ,76 ,90 1,40 1,40 1,50 1,50 1,50 1,50 1,35 1,35 1,35 1,06 1,10 3,61 4,39 2,68 2,45 4,40 4,71 4,26 1,20 7,85 ,80 1,20 1,20 1,40 1,40 1,40 1,40 ,76 ,90 1,40 1,40 1,50 1,50 1,50 1,50 1,35 1,35 1,35 1,06 1,10 3,61 4,39 2,68 2,45 4,40 4,71 4,26 1,20 7,85 ,75 ,75 ,80 ,80 1,20 1,20 ,75 ,75 ,85 ,90 1,20 2,80 2,50 3,75 2,80 2,50 3,75 3,15 4,40 2,45 3,66 2,80 2,50 3,75 3,15 4,40 2,45 3,66 3,99 0.10 0.30 0.40 0.10 0.20 .15 .05 0.10 0.30 0.40 0.30 0.40 0.10 \A1;.20 \A1;.25 \A1;.15 \A1;.20 \A1;.40 \A1;.25 \A1;.25 \A1;.20 \A1;.30 \A1;.25 1.00 1.30 1.00 0.50 0.50 0.50 1.30 0.50 0.40 1.15 1.25 1.15 1.25 0.50 0.50 0.50 0.50 ,33 R,78 R2,69 ,15 3,60 ,25 1,00 ,25 2,50 ,25 2,75 ,25 1,00 ,15 3,70 ,15 ,85 1,75 1,00 ,25 1,00 3,70 ,15 .15 R,78 ,50 ,90 ,75 .17 2,50 1,60 ,20 2,60 ,20 2,60 ,20 2,60 ,20 10,20 ,20 2,60 ,20 2,60 ,20 2,60 ,20 2,50 .17 ,75 ,30 ,90 ,90 ,90 ,50 ,90 ,50 ,90 R1,48 R1,48 R2,69 R1,48 ,76 ,80 2,88 1,25 3,88 2,88 1,25 3,88 1,25 3,88 2,60 2,60 2,60 1,60 ,20 2,60 ,20 2,60 ,20 2,60 ,20 1,60 10,20 ,20 2,60 ,20 2,60 ,20 2,60 ,20 1,60 ,78 ,25 3,60 1,10 ,25 ,25 ,25 ,25 ,25 ,25 1,00 1,00 1,50 ,25 ,85 ,15 2,55 ,15 ,25 ,90 ,75 ,45 ,15 1,00 ,15 2,20 ,55 ,15 1,00 ,80 ,15 ,65 ,80 1,13 ,89 ,15 1,10 ,76 ,76 ,25 1,70 ,25 ,74 ,15 ,23 2,13 ,25 2,36 ,35 2,91 2,91 2,91 2,91 2,91 2,91 R2,69 P ,50 2,60 NTN. + 0.00 S A L A NPT.+0.20 NPT.+0.20 NPT.+0.10 NPT.+0.20 NPT.+0.20 ESTUDIO NPT.+0.20 DORMITORIO NPT.+0.20 COCINA NPT.+0.10 PATIO LAVANDERIA NPT.+010 TERRAZA NPT.+0.20 HALL NPT.+0.20 SS.HH. NPT.+0.20 5 5 5 CAR-PORT NPT.+0.20 USOS MULTIPLES NPT.+0.20 DORMITORIO NPT.+0.20 DORMITORIO DORMITORIO COMEDOR NPT.+0.20 ALACENA JARDIN INTERIOR JARDINERA TERRAZA NPT.+0.10 R=3.29 LIBRERO B B A A S A L A NPT.+3.00 ESTUDIO DORMITORIO DUCTO HALL SS.HH. 5 5 5 LIBRE SALA DE COSTURA DORMITORIO DORMITORIO DORMITORIO COMEDOR ALACENA R=3.29 B B A A DUCTO DUCTO DUCTO NPT.+8.60 DUCTO NPT.+8.60 AZOTEA 5 5 5 CAR-PORT DORMITORIO B B A A DUCTO DUCTO DUCTO 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 BAR 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 Losa Baja 5 5 5 5 5 5 5 5 5 5 5 5 5 COMEDOR DIARIO 5 5 COCINA COMEDOR DIARIO 5 5 BAR 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 Baranda h=0.90 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 LIBRE Baranda h=0.90 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LIBRE 5 5 5 5 Muro h= 1.60 Muro h= 1.60 Muro h= 1.60 Muro h= 1.60 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 Muro h= 1.60 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6 7 5 17 18 19 20 6 7 HALL HALL HALL 8 9 10 11 12 13 14 15 16 ESTUDIO USOS MULTIPLES HALL BAR COMEDOR DORMITORIO HALL DORMITORIO HALL SS.HH. ESTUDIO USOS MULTIPLES HALL BAR COMEDOR DORMITORIO HALL DORMITORIO HALL SS.HH. ESTUDIO USOS MULTIPLES HALL BAR COMEDOR DORMITORIO HALL DORMITORIO HALL SS.HH. NPT.+.20 NPT.+3.00 NPT.+5.80 NPT.+8.60 AZOTEA HALL ESTUDIO ESTUDIO Losa Baja DUCTO LIBRE DUCTO DUCTO DUCTO 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=0.15 NPT d 3/8″ @0.30 d 1/2″ @ 0.125 0.80 0.80 d 3/8″ @0.25 d 1/2″ @ 0.125 d 1/2″ @ 0.125 0.90 0.50 0.25 0.175 PRIMER TRAMO 0.80 0.80 0.50 d 1/2″ @ 0.125 d 3/8″ @0.25 d 3/8″ @0.30 d 1/2″ @ 0.125 e=0.15 d 3/8″ @0.30 d 3/8″ @0.25 d 1/2″ @ 0.125 ESCALERA 1 SEGUNDO TRAMO Escala 1/25 .10 0.60 N.F.C-1.00 CORTE 1-1 Escala 1/25 0.10 0.40 .15 muro N.P.T.+.20 0.50 0.50 0.60 N.F.C-1.00 CORTE 2-2 Escala 1/25 0.40 .15 0.50 0.50 ESC. 1/25 CORTE 4-4 0.50 0.40 0.60 NTN+/- 0.00 0.20 0.20 0.50 V-C V-C .15 Z-7 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 3 3 1 1 3 3 1 1 1 1 3 3 3 3 1 1 2 2 2 2 5 2 2 1 1 2 2 2 2 2 2 2 2 2 2 2 2 1 1 2 2 1 1 1 1 1 1 1 1 1 1 2 2 5 5 5 5 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 5 1 1 5 5 5 5 5 4 4 5 2 2 2 2 1 1 21 33 34 35 36 38 39 40 41 42 43 44 45 46 47 48 37 5 5 5 5 5 1 2 3 4 5 5 5 CIMENTACION DE ESCALERA 5 5 A C D ESCALA 1/50 PLANTA- CIMENTACION 1 2 3 4 5 6 7 8 9 10 A C D B ESCALA 1/25 CORTE 3-3 N.T.N. N.P.T. .20 .10 .10 .10 .15 0.50 0.80 1.30 .50ó.40 ESCALA 1/20 COLUMNA C-4 3@.10 3@.15 Ø3/8″-2@.05 R@.20 c/ext. 6Ø5/8″ .30 .30 ESCALA 1/20 COLUMNA C-3 1Ø5/8″ 2Ø3/4″ ESCALA 1/25 SECCION : X-X VIGA V.C-1 0.50 .25 3Ø5/8″ ESCALA 1/25 SECCION : VIGA V.C-2 0.50 .25 3Ø5/8″ 2Ø3/4″ 1Ø5/8″ d1@.05 3@.10 2@.15 R@.25 C/E d3/8″ d1@.05 3@.10 2@.15 R@.25 C/E d3/8″ ESCALA 1/25 SECCION : VIGA V.C-3 3Ø1/2″ 0.50 .25 3Ø1/2″ d1@.05 3@.10 2@.15 R@.25 C/E d3/8″ 0.60 variable 0.25 0.10 .10 variable 0.25 0.25 N.F.C-1.10 SOLADO SECCION : COLUMNA-ZAPATA Escala 1/25 d3/8″ 1@.05. 5@.10 R@.20 C/E 0.40 0.25 Columna d3/8″@.10 V-C 2@.10 2@.15 Ø3/8″-2@.05 R@.20 c/ext. 3Ø5/8″ C-1 Z-8 d1@.05 3@.10 2@.15 R@.25 C/E d1@.05 3@.10 2@.15 R@.25 C/E A C SOLADO Escala 1/25 VIGA DE CIMENTACION C-2 Z-2 .60 .20 .50 .60 .60 .10 Arenilla NTN. 0.10 N.P.T.+.20 .10 Arenilla .20 .20 .40 NTN. 3 3 2 2 .60 .10 .50 .60 D .10 4 4 4Ø5/8″+2Ø1/2″ .50x.25 (ver detalle) C-4 ACERO DIMENSION TIPO CUADRO DE COLUMNAS C-3 C-2 C-1 .25x.25 6Ø1/2″ ESTRIBOS Ø3/8″- 2@.05,3@.10,3@.15,R@.20 c/e. Ø 15 Ø 1/2″ cada sentido 18 Ø1/2″ cada sentido h DIMENSION TIPO CUADRO DE ZAPATAS 0.60 2.00 x 2.00 Z-1 0.60 2.30 x 2.30 Z-2 0.60 2.50x 2.50 Z-3 0.60 2.60×2.60 Z-4 0.60 1.20x 2.40 Z-5 .25x.25 .30x.30 (ver detalle) 6Ø5/8″ Ø3/8″- 2@.05,3@.10,3@.15,R@.20 c/e. Ø3/8″- 2@.05,3@.10,3@.15,R@.20 c/e. Ø3/8″- 2@.05,3@.10,3@.15,R@.20 c/e. C-5 .25x.15 4Ø1/2″ Ø1/4″- 1@.05,3@.10,2@.15,R@.20 c/e. ACERO DE REFUERZO fy= 4,200 Kg/cm2 1/2″ 30 cm. 40 cm. 3/8″ 30 cm 30 cm. O ANCLAJE Y TRASLAPE VIGAS CHATAS = 3cm. LOSAS ALIGERADAS = 2 cm. COLUMNAS = 4cm. RECUBRIMIENTOS LIBRES NORMAS DE DISEÑO Y CONSTRUCCION 5/8″ 40 cm. 50 cm. REGLAMENTO DEL AMERICAN CONCRETE INSTITUTE (ACI). AZOTEA = 150 Kg/cm2 PESO PROPIO TABIQUEZ = 19 Kg/m2 /cm. espesor PESO DE CONCRETO ARMADO = 2,400 Kg/m2 LONGITUD MINIMA DE ANCLAJE Y TRASLAPE REGLAMENTO NACIONAL DE CONSTRUCCIONES RESTO DE AMBIENTES = 200 Kg/m2 ESCALERA = 500 Kg/m2 PISO TERMINADO = 100 Kg/m2 ZAPATAS Y VIGAS DE CIMENTACION = 7.5 cm. SOBRECIMIENTOS=1:8; CEMENTO+HORMIGON+25% P.M. CIMIENTOS= 1:10; CEMENTO + HORMIGON+30% P.G. ESPECIFICACIONES TECNICAS CARGA ADMISIBLE DEL TERRENO =0.85 Kg/cm2(verificar) SOBRECARGAS CARGAS MUERTAS CONCRETO ARMADO CONCRETO CICLOPEO: f’c= 210 Kg/cm2 t 09 Ø1/2″ cada sentido 0.60 1.30 x 1.30 Z-6 0.60 1.40 x 1.40 Z-7 0.60 1.40 x 2.30 Z-8 0.60 Z-9 0.60 Z-10 0.60 3.70 x 1.40 Z-11 17 Ø1/2″ cada sentido 16 Ø1/2″ cada sentido 16Ø 1/2″ (transv) 08Ø 1/2″ (long) 16 Ø 1/2″ (transv) 09 Ø 1/2″ (long) (ver detalle) .10 N.P.T.+.20 .10 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-5 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-1 C-3 C-4 C-1 C-2 C-2 C-4 C-1 5 C-5 C-7 C-6 C-6 C-6 3 3 C-5 C-5 C-5 3 3 5 5 3 3 3 3 V.C-2 V.C-2 V.C-1 V.C-2 V.C-1 V.C-1 V.C-1 3 3 V.C-1 V.C-1 V.C-1 V.C-1 V.C-1 V.C-1 V.C-1 V.C-1 V.C-1 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-3 V.C-1 V.C-1 V.C-3 ESCALA 1/25 CORTE 5-5 N.T.N. N.P.T. .20 .10 .10 .10 .10 0.50 0.50 .30 Vidrio Z-1 Z-1 Z-1 Z-2 Z-3 Z-3 Z-4 Z-5 Z-6 09 Ø1/2″ cada sentido Z-8 Z-9 1.20 x 2.30 16 Ø 1/2″ (transv) 08 Ø 1/2″ (long) Z-8 Z-9 Z-9 Z-9 Z-9 Z-9 Z-9 Z-10 1.40 x 2.50 17 Ø 1/2″ (transv) 09 Ø 1/2″ (long) Z-10 Z-7 Z-11 Z-12 5 0.60 3.00 x 1.20 Z-12 (ver detalle) 4 C1 5 C1 1Ø1/2″@.20 c/s. 1Ø1/2″@.15 c/s. SOLADO 0.60 .10 ESC. 1/25 DETALLE DE ZAPATA COMBINADA – Z-10 3.70 ó 3.00 SOLADO 2Ø1/2″ 3Ø5/8″ 0.50 0.25 6Ø5/8″+2Ø1/2″ C-6 .10x.15 4Ø3/8″ Ø1/4″- 1@.05,2@.10,2@.15,R@.20 c/e. TIPICO TIPICO d 1/2″ @ 0.125 Z-9 C-1 5 5 5 Ø3/8″ @.20 N.P.T. +0.15 5 5 5 CISTERNA CORTE X-X ESC. 1/25 5 5 Ø3/8″ @.25 N.P.T. -1.55 Ø3/8″ @.25 Ø1/2″ @.20 Ø1/2″ @.20 5 5 5 Ø3/8″ @.20 5 5 <> 5 5 5 5 5 5 5 TAPA DE INSPECCION HERMETICA 0.60 x 0.60 5 5 – S / C 200 kg/cm2 – ACERO f’y = 4200 kg/cm2 TIEMPO MINIMO DE DESENCOFRADO: – VIGAS Y COLUMNAS – CONCRETO f’c = 210 kg/cm2 RECUBRIMIENTOS: ESPECIFICACIONES TECNICAS – LOSA ALIGERADA 21 DIAS – COSTADO DE VIGAS, TECHOS, Y COLUMNAS: – FONDO DE TECHO Y LOSAS 7 DIAS 4.00 cm 2.00 cm Proyección Cisterna 5 5 .20 .20 5 .20 .20 0.86 5 .20 .20 .20 .20 0.86 5 5 5 5 5 5 X Ø3/8″ @.25 X Ø3/8″ @.25 Ø3/8″ @.20 Ø3/8″ @.25 Ø3/8″ @.20 Ø3/8″ @.20 Ø3/8″ @.25 Ø3/8″ @.20 Ø3/8″ @.25 5 5 5 5 5 5 5 5 5 5 5 5 TAPA PLANTA – CISTERNA ( ARMADURA) ESC. 1/25 PLANTA – CISTERNA ESC. 1/25 5 ESCALERA LIBRE 5 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ C1 5 5 1d1/2″ 5 5 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 5 5 5 5 1d1/2″ 5 5 5 1d1/2″ 1d1/2″ 1d1/2″ 5 5 5 1d1/2″ 5 5 5 5 5 5 1d1/2″ 1d1/2″ 5 5 1d1/2″ 5 1.A 1.B 1.C 1.D 1.E 1.F 1.G 5 5 1d1/2″ 1d1/2″ 1d1/2″ 5 5 5 5 5 5 5 5 5 A C D 1 4 5 6 7 8 9 10 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-3 C-4 C-1 C-2 C-2 C-4 C-1 C-5 C-5 C-5 DUCTO LIBRE DUCTO DUCTO DUCTO LIBRE 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ C1 5 5 1d1/2″ 5 5 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 5 5 5 1d1/2″ 5 5 5 1d1/2″ 1d1/2″ 1d1/2″ 5 5 5 1d1/2″ 5 5 5 5 5 5 1d1/2″ 1d1/2″ 5 5 1d1/2″ 5 2.A 2.B 2.C 2.D 2.E 2.F 2.G 5 5 1d1/2″ 1d1/2″ 1d1/2″ 5 5 5 5 5 5 5 5 5 A C D 1 4 5 6 7 8 9 10 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-3 C-4 C-1 C-2 C-2 C-4 C-1 C-5 C-5 C-5 1d1/2″ 1d1/2″ 5 5 1d1/2″ 4.A 1d1/2″ 1d1/2″ 1d1/2″ 1d1/2″ 5 5 5 5 1d1/2″ 1d1/2″ 4.B C1 C-1 C-1 C-1 C-2 C-2 C-1 C1 3 5 2 1 4 5 5 5 5 5 C-1 C-1 C-1 C-1 3 5 2 1 5 5 5 6′ 7 8 9 10′ 5 5 5 5 3 5 2 1 5 5 5 6′ 7 8 9 10′ 5 5 5 5 V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-A V-A V-A V-S V-S V-S V-S V-A V-B V-B V-A V-B V-B V-201 V-201 V-201 V-201 V-201 V-201 V-201 V-201 5 V-200 V-201 V-201 V-201 V-201 V-201 V-201 V-201 V-201 V-301 V-301 V-301 V-301 V-301 V-301 V-301 V-301 V-301 V-301 V-301 V-300 V-301 V-301 V-301 V-301 V-301 V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-S V-A V-A V-A V-S V-S V-S V-S V-A V-B V-B V-A V-B V-101 V-101 V-101 V-101 V-101 V-101 V-101 V-101 V-100 V-101 V-101 V-101 V-101 V-101 V-101 V-101 V-101 V-B V-B V-B V-B V-B V-B V-B V-401 V-401 V-400 V-B V-B V-B V-B V-401 V-401 V-401 V-B 0.10 0.30 DETALLE ALIGERADO TIPICO 0.40 ACERO PRINCIPAL d 1/2″ ESC: 1 /10 LADRILLO HUECO 0.10 30x25x15 0.20 .15 .05 ACERO DE REPARTICION Y TEMPERATURA d 1/4 @ .25 0.10 0.30 0.40 0.30 0.40 0.10 DETALLES DE VIGAS d1/4″,1@.05,3@.10,R@.20 5 5 5 5 6d1/2″ 2d1/2″ d3/8″,1@.05,3@.10,R@.20 VB VS d3/8″,1@.05,3@.10,R@.20 CORTE 1-1 V-100 4Ø1/2″ 3Ø1/2″ 5 5 5 .20 3Ø1/2″ 4Ø1/2″ d3/8″,1@.05,3@.10,R@.20 V-101=V-201=301 d3/8″,1@.05,3@.10,R@.20 CORTE 2-2 4Ø1/2″ 5 5 4Ø1/2″ V-401 ESCALA 1/25 V-200 V-300 V-400 d3/8″,1@.05,3@.10,R@.20 2Ø1/2″ 1 1 2Ø1/2″ 2Ø1/2″ 1.00 1.30 1.00 0.50 0.50 0.50 1.30 0.50 2Ø1/2″ 2Ø1/2″ 2Ø1/2″ 2Ø1/2″ 2Ø1/2″ 2Ø1/2″ VIGA V-101=V-201=301 ESC. 1/25 0.40 d3/8″,1@.05,3@.10,R@.20 2Ø1/2″ 2 2Ø1/2″ 2Ø1/2″ 1.15 1.25 1.15 1.25 2Ø1/2″ 2Ø1/2″ 0.50 0.50 0.50 0.50 VIGA V-401 ESC. 1/25 d3/8″,1@.05,3@.10,R@.20 d3/8″,1@.05,3@.10,R@.20 2 C-7 5 5 5 5 5 5 5 5 5 5 PROYECCION VOLADO PROYECCION VOLADO PROYECCION VOLADO PROYECCION VOLADO 5 5 5 5 5 5 5 5 5 5 5 5 5 .15 5 JARDINERA JARDINERA NPT.+11.27 5 5 5 .17 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .17 5 5 5 5 5 5 5 5 5 5 MAMPARA DE ALUMINIO 5 5 5 LAPICERO BLANCO= 02 C-1 C-1 V-B V-B V-B V-S V-S V-S V-S V-S V-S V-S V-S 5 1d1/2″ 1d1/2″ 5 V-B V-B V-201 V-301 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 COMEDOR COMEDOR COMEDOR NPT.+.20 NPT.+3.00 NPT.+5.80 NPT.+8.60 AZOTEA DORMITORIO DORMITORIO DORMITORIO PRIMERA PLANTA ESCALA 1/50 Digitador : ELEVACION , CORTES A/B CASA HABITACION Escala : Plano : Proyecto : Propietario : 1/50 Diseño : A-03 Fecha : Lamina : ELEVACION PRINCIPAL ESCALA 1/50 SEGUNDA Y TERCERA PLANTA ESCALA 1/50 AZOTEA ESCALA 1/50 CORTE A-A ESCALA 1/50 CORTE B-B ESCALA 1/50 Digitador : Dpto : Prov. : UBICACION : Dist. : Calle : Mz. : CIMENTACION -DETALLES CASA HABITACION Escala : Plano : Proyecto : Propietario : 1/50 Diseño : E-01 Fecha : Lamina : Digitador : DISTRIBUCION CASA HABITACION Escala : Plano : Proyecto : Propietario : 1/50 Diseño : A-02 Fecha : Lamina : Digitador : ALIGERADOS – VIGAS,DETALLES CASA HABITACION Escala : Plano : Proyecto : Propietario : 1/50 Diseño : E-02 Fecha : Lamina : PRIMERA PLANTA ESCALA 1/50 SEGUNDA Y TERCERA PLANTA ESCALA 1/50 ESCALERA (ALIGERADO) (ALIGERADO) AZOTEA ESCALA 1/50 (ALIGERADO) 5 P-.90×2.60 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DORMITORIO 5 5 5 5 5 5 5 5 5 SS.HH. PROY. VOLADO P-.90×2.60 P-.80×2.60 5 5 5 5 5 5 5 P-.90×2.60 P-.85×2.40 5 5 5 5 5 P-.80×2.60 P-.90×2.40 P-.95×2.60 P-.85×2.40 P-.90×2.60 P-.75×2.60 P-.90×2.60 P-.85×2.40 P-.90×2.60 P-.90×2.60 P-.80×2.60 P-.90×2.60 P-.85×2.40 P-.80×2.60 P-.90×2.40 P-.95×2.60 P-.85×2.40 PUERTA MAMPARA P-.85×2.40 P-.90×2.40 h =0.20 MURO P-.1.00×2.60 P-.1.00×2.60 P-.1.00×2.40 5 PUERTA 5 V- 1.00 2.13 1.40 V- 1.00 1.80 1.40 V- 2.10 0.76 0.50 V- 1.00 2.12 1.40 V- 1.00 1.76 1.40 V- 1.00 2.12 1.40 V- 1.90 0.79 0.50 V-C 0.20 5.50 2.40 V- 1.00 2.60 1.60 V- 1.00 2.59 1.40 V- 1.00 2.13 1.40 V- 1.00 1.80 1.40 V- 2.10 0.76 0.50 V- 1.00 2.12 1.40 V- 1.00 2.36 1.40 V- 1.00 2.12 1.40 V- 1.90 0.79 0.50 V-C 0.90 5.50 1.70 V- 1.00 2.70 1.60 V- 1.00 2.59 1.40 5 CLOSET CLOSET 5 5 5 5 5 5 5 V- 1.00 1.70 1.60 5 5 5 V- 1.00 2.70 1.60 V- 1.00 2.70 1.60 V- 1.00 3.70 1.60 V- 1.00 2.59 1.40 V- 1.00 1.60 V- 1.00 3.70 1.60 V- 2.00 1.00 0.60 5 5 5′ V-S V-S C-7 5 5 5′ C-7 4Ø1/2″ Ø1/4″- 1@.05,2@.10,2@.15,R@.20 c/e. .25x.25 3 5 2 1 6′ 7 8 9 10′ 5 5 5′ Lote : Lugar : Dpto : Prov. : UBICACION : Dist. : Calle : Mz. : Lote : Lugar : Dpto : Prov. : UBICACION : Dist. : Calle : Mz. : Lote : Lugar : Dpto : Prov. : UBICACION : Dist. : Calle : Mz. : Lote : Lugar : 5 SS,HH. SS,HH. V-100 V-101 CLOSET CLOSET CLOSET CLOSET CLOSET CLOSET 5 5