Project Storehouse DWG Full Project for AutoCAD

Project Storehouse DWG Full Project for AutoCAD

Complete document; drawings of a hall with typical details that help in the preparation of several projects of construction ;details of foundations and columns;sections of walls; roof details .

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

first floor, esc., alzadp, npt:, capote of the same material as the blade, laminated die-cut caliber legitimate enamel paint factory color, final hearth, type window, ashlar with drop, block of, curb of, foundation, shoe of, solera humidity, block wall seen with pore sealer two oil paint hands, pending, ashlar with drop, type window, metal costal of, section, esc., inside, cut, esc., shoe iron not both ways, foundation, block of, moisture heater is not, block of, block no link, end floor is not no., concrete pie floor, The car is not., block of, block no link, inside, concrete pie floor, compacted select base, shoe iron not both ways, foundation, block of, window, block no link, ashlar. no eslab. do not, ashlar with drop, moisture heater is not, beam not est. do not, inside, Exterior, cut, esc., concrete pie floor, compacted select base, inside, Exterior, cut, esc., shoe iron not both ways, foundation, block of, moisture heater is not, block of, block no link, ashlar. no eslab. do not, window, beam not est. do not, concrete pie floor, compacted select base, ashlar, window sash, units, door leaf, vain, lintel, width, light bulb, high, observations, lintel, width, high, observations, units, kind, window, folding door outward, note: before making windows doors check, kind, pin with padlocks, window type, lintel height, window width, height of ashlar, type of door, door width, nomenclature doors, metal painting, symbology of finishes, metal structure anti-corrosion paint hands paint enamel color blue hue set by supervisor, Block Seen With Pore Sealer Two Hands Oil Painting, floor concrete cake cast in alternating frames with a thickness of fine smoothing finish, concrete cake racks cast in squares of a thickness of, note: the beams columns will be carved, metal painting, total, esc:, esc:, esc:, esc:, esc:, esc:, esc:, esc:, sillar with drop not. esl. do not., with drop without drop, sillar detail, do not. is not, sidewalk, select packed, curb, block esl, middle floor, detail, waterproof screed, detail, crown corona, detail, in windows, crown corona, detail, in walls, no esl. do not, column, detail, column, detail, esc:, iron shoe no. in both ways, block, Moisture sole not. is not, select packed, smoothed concrete floor, shoe type, section, foundation not. corridos esl no., iron shoe no. in both ways, shoe type, flat, esc:, metal costal, flat iron no., with thread, metalic, slab floor, washa pressure nut, anchorage, esc:, pulley nut, coastal, smooth tensor between waterfront iron no., coastal, detail two. tensioner detail, esc:, do not., do not., reinforced pebble reinforcement, elevation, stirrups, solera mojinete, is

Raw text data extracted from CAD file:

A \A1;9.00 \A1;4.43 \A1;4.43 \A1;8.85 \A1;0.075 \A1;0.075 \A1;8.43 \A1;4.43 \A1;0.075 \A1;13.00 \A1;12.85 \A1;0.075 1 2 3 -82.86585057491614 -82.86585057491614 -82.86585057491614 -82.86585057491614 -82.86585057491614 -82.86585057491614 A C E -82.86585057491614 -82.86585057491614 -82.86585057491614 -82.86585057491614 -82.86585057491614 -82.86585057491614 B D 1 2 3 5 5 5 5 0.075 0.075 A C E 5 5 5 5 0.075 0.075 B D 5 5 PRIMERA PLANTA ESC. 1/75 Alzadp F 0 NPT: \A1;.20 \A1;.20 \A1;.60 \A1;.20 \A1;.80 \A1;.20 \A1;.60 \A1;.10 \A1;1.10 \A1;.24 \A1;1.13 \A1;5.36 \A1;.20 \A1;.20 \A1;.60 \A1;.20 \A1;.80 \A1;.20 \A1;.20 \A1;.10 \A1;1.50 \A1;.20 \A1;1.16 \A1;5.36 \A1;7.08 \A1;6.86 \A1;6.94 \A1;1.80 \A1;.40 \A1;.87 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.44 CAPOTE DEL MISMO MATERIAL Y ESPECIFICACION QUE LA LAMINA LAMINA TROQUELADA CALIBRE 26 LEGITIMO PINTURA DE ESMALTE DE FABRICA COLOR BLANCO/BLANCO SOLERA FINAL VENTANA TIPO V-2 SILLAR CON GOTA BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BORDILLO DE 0.10X0.30m CIMIENTO CORRIDO CC-1 ZAPATA Z-1 DE 0.80*0.80 SOLERA HUMEDAD SOLERA HUMEDAD MURO DE BLOCK VISTO CIZADO, CON SELLADOR PARA POROS Y DOS MANOS DE PINTURA DE ACEITE PENDIENTE 2% SILLAR CON GOTA VENTANA TIPO V-1 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 COSTANERA METALICA DE 2"X6"X1/16 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 SECCION A-A' ESC. 1/50 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 18.59007264214142 1 2 \A1;.90 -61.79213241551827 \A1;5.20 \A1;.20 \A1;.80 \A1;.20 \A1;.80 \A1;.20 \A1;.40 \A1;.80 \A1;.20 \A1;.20 \A1;.60 \A1;.20 \A1;.80 \A1;.80 \A1;.20 B INTERIOR 18.14019331342553 18.14019331342553 18.14019331342553 18.14019331342553 18.14019331342553 18.14019331342553 18.14019331342553 18.14019331342553 18.14019331342553 18.14019331342553 18.14019331342553 CORTE .3. ESC. 1/20 ZAPATA Z-1 HIERRO No 3 @ 0.10m EN AMBOS SENTIDOS CIMIENTO CORRIDO 3 HIERROS CORRIDOS + ESLABON No 2 @ 0.20m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m SOLERA DE HUMEDAD 4 No 3 + EST No 2 @ 0.15m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BLOCK U + 2 No 3 + ESLAB No 2 @ 0.15m SOLERA FINAL 4 No 3 + EST No. 2 @ 0.15m 0.00 0.00 PISO TORTA DE CONCRETO 0.075m SOLERAMOJINETE 4 No 3 + EST No. 2 @ 0.15m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m 18.14019331342553 18.14019331342553 18.14019331342553 18.14019331342553 BLOCK U + 2 No 3 + ESLAB No 2 @ 0.15m INTERIOR PISO TORTA DE CONCRETO 0.075m BASE DE SELECTO COMPACTADO t=0.10m 1 1 1 5 5 5 5 5 5 5 5 5 5 5 0.00 -0.15 0.00 ZAPATA Z-1 HIERRO No 3 @ 0.10m EN AMBOS SENTIDOS CIMIENTO CORRIDO 3 HIERROS CORRIDOS + ESLABON No 2 @ 0.20m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m VENTANA V-2 BLOCK U + 2 No 3 + ESLAB No 2 @ 0.15m SILLAR. 2 No 3 + ESLAB. No 2 @0.15m SILLAR CON GOTA SOLERA DE HUMEDAD 4 No 3 + EST No 2 @ 0.15m VIGA V-1 4 No 3 + EST. No 2 @ 0.15m INTERIOR EXTERIOR 5 5 CORTE .1. ESC. 1/20 PISO TORTA DE CONCRETO 0.075m BASE DE SELECTO COMPACTADO t=0.10m 2 INTERIOR EXTERIOR 5 5 5 5 5 5 5 5 5 5 5 5 5 CORTE .2. ESC. 1/20 ZAPATA Z-1 HIERRO No 3 @ 0.10m EN AMBOS SENTIDOS CIMIENTO CORRIDO 3 HIERROS CORRIDOS + ESLABON No 2 @ 0.20m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m SOLERA DE HUMEDAD 4 No 3 + EST No 2 @ 0.15m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BLOCK U + 2 No 3 + ESLAB No 2 @ 0.15m SILLAR. 2 No 3 + ESLAB. No 2 @0.15m VENTANA V-1 VIGA V-1 4 No 3 + EST. No 2 @ 0.15m 0.00 0.00 PISO TORTA DE CONCRETO 0.075m PISO TORTA DE CONCRETO 0.075m BASE DE SELECTO COMPACTADO t=0.10m \A1;.10 \A1;4.20 \A1;.20 \A1;.20 \A1;.60 \A1;.20 \A1;.80 \A1;.20 \A1;.20 \A1;1.50 \A1;.20 \A1;.80 \A1;.40 \A1;4.20 \A1;.40 \A1;.80 \A1;.20 \A1;.20 \A1;.60 \A1;.20 \A1;.80 \A1;.20 \A1;.60 \A1;.10 \A1;1.10 \A1;.20 EV BV PT P-1 1.10 P-1 1.20 SILLAR PLANILLA DE VENTANAS UNIDADES PLANILLA DE PUERTAS VANO DINTEL ANCHO SOBRELUZ ALTO OBSERVACIONES DINTEL ANCHO ALTO MTS² OBSERVACIONES UNIDADES TIPO VENTANA VENTANA PUERTA TIPO 1 ABATIMIENTO HACIA AFUERA 180° NOTA: ANTES DE FABRICAR PUERTAS Y VENTANAS VERIFICAR V-1 V-2 1.65 2.75 1.25 2.75 1.80 1.80 1.10 1.50 11.88 21.6 8 6 TIPO PASADOR CON CANDADOS P-1 1.10 2.75 1.10 2.10 0.65 2 1 TIPO DE VENTANA ALTURA DINTEL ANCHO DE VENTANA ALTURA DE SILLAR TIPO DE PUERTA ANCHO DE PUERTA P-1 1.03 V-1 NOMENCLATURA PUERTAS NOMENCLATURA PUERTAS METAL + PINTURA METAL + PINTURA METAL + PINTURA SIMBOLOGÍA DE ACABADOS EV ESTRUCTURA METALICA 2 MANOS DE PINTURA ANTICORROSIVA Y UNA DE PINTURA DE ESMALTE COLOR AZUL TONALIDAD A DEFINIR POR SUPERVISOR BV BLOCK VISTO CIZADO, CON SELLADOR PARA POROS Y DOS MANOS DE PINTURA DE ACEITE PT PISO TORTA DE CONCRETO FUNDIDO EN CUADROS ALTERNOS DE 1.70X1.90m CON UN ESPESOR DE 0.075m Y UN ACABADO DE ALISADO FINO BC BANQUETA DE TORTA DE CONCRETO FUNDIDAS EN CUADROS DE 1.80X2.00m Y UN ESPESOR DE 0.075m NOTA: \H0.8922x;\C100;TODAS LAS SOLERAS VIGAS Y COLUMNAS SERAN TALLADAS P-2 0.85 1.80 0.85 1.50 0.00 4 0 METAL + PINTURA TOTAL \A1;0.075 \A1;13.00 \A1;3.23 \A1;3.20 \A1;0.075 \A1;0.075 \A1;3.23 \A1;3.20 \A1;4.43 \A1;4.43 \A1;9.00 \A1;8.85 \A1;0.075 \A1;12.85 1 1 x x x x ESC: x x x x ESC: x x x x ESC: x x x x ESC: x x x x ESC: x x x x ESC: x x x x ESC: x x x x ESC: SILLAR CON GOTA + 2 No. 3 + ESL. No. 2 @ 0.15m 5 5 5 5 5 5 5 5 5 d 1" 1:15 CON GOTA Y SIN GOTA DETALLE DE SILLAR \A1;0.15 \A1;0.075 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.125 \A1;0.10 \A1;0.075 2.555075737488266 2.555075737488266 2.555075737488266 2.555075737488266 2.555075737488266 2.555075737488266 2.555075737488266 2.555075737488266 3 No. 2 + EST No. 2 @0.25m BANQUETA SELECTO COMPACTADO 1:15 BORDILLO \A1;0.14 \A1;0.19 \A1;0.20 \A1;0.14 9.72380421316069 9.72380421316069 BLOCK "U" 0.14x0.19x0.39 35 KG/CM2 2 No.3 + ESL No.2 @0.15m 1:15 SOLERA U INTERMEDIA DETALLE 9.72380421316069 9.72380421316069 4 No 3 + Est.No2 @ 0.15 1:15 SOLERA HIDRÓFUGA DETALLE \A1;0.20 \A1;0.14 \A1;0.03 \A1;0.20 \A1;0.14 15.95053349560158 15.95053349560158 4 No 3 + Est.No2 @ 0.15 15.95053349560158 S=25% 15.95053349560158 15.95053349560158 4 No 3 + Est.No2 @ 0.15 1:15 SOLERA CORONA DETALLE EN VENTANAS 1:15 SOLERA CORONA DETALLE EN MUROS \A1;0.20 \A1;0.14 \A1;0.10 \A1;0.14 25.53747191380194 25.53747191380194 4 No 4 + Est.No2 @ 0.15 25.53747191380194 25.53747191380194 2 No 3 + Esl. No 2 @ 0.15 1:15 COLUMNA C-1 DETALLE 1:15 COLUMNA C-2 DETALLE x x x x ESC: \A1;0.20 \A1;0.40 \A1;1.00 \A1;0.60 \A1;0.12 \A1;0.075 \A1;0.08 \A1;0.05 \A1;0.05 \A1;0.80 \A1;0.20 18.52925661157792 18.52925661157792 18.52925661157792 18.52925661157792 ZAPATA Z-1 0.20x0.80 HIERRO No. 3 @0.10m EN AMBOS SENTIDOS BLOCK 0.14x0.19x0.39 35 KG/CM2 SOLERA DE HUMEDAD 4 No. 3 + EST No. 2 @0.15m 18.52925661157792 18.52925661157792 SELECTO COMPACTADO PISO DE CONCRETO ALISADO 18.52925661157792 18.52925661157792 18.52925661157792 1:15 ZAPATA TIPO Z-1 SECCION A-A' Z-1 18.52925661157792 18.52925661157792 CIMIENTO CORRIDO 0.20x0.40 3 No. 3 CORRIDOS + ESL No. 2 @0.20m \A1;0.80 \A1;0.80 17.7422594145163 17.7422594145163 A´ A ZAPATA Z-1 0.20x0.80 HIERRO No. 3 @0.10m EN AMBOS SENTIDOS C-1 1:15 ZAPATA TIPO Z-1 PLANATA Z-1 1 \A1;0.10 \A1;0.18 \A1;0.07 \A1;0.10 \A1;0.04 \A1;0.06 \A1;0.25 \A1;0.14 \A1;0.11 x x x x ESC: 0 s= 0 s= COSTANERA METALICA 2"X6"X3/16" HIERRO LISO No. 3 x 8" CON ROSCA \A1;PLATINA METALICA DE 4"X5" \S3/16;" SOLERA DE MOJINETE \A1;PERNO DE \S3/8;" x 1" + WASHA A PRESION + TUERCA 4'' 4'' 5'' 1:10 ANCLAJE DE COSTANERA A MOJINETE x x x x ESC: TUERCA Ø 3/8" + ROLDANA COSTANERA 2"X6"X3/16" TENSOR LISO ENTRE COSTANERA HIERRO d No. 3 COSTANERA 2"X6"X3/16" 1:10 DETALLE DOS. DETALLE DE TENSOR x x x x ESC: \A1;ESTRIBOS No. 2 @ 0.10 \A1;5.46 \A1;6.58 \A1;1.50 \A1;1.81 \A1;1.80 \A1;0.50 \A1;.40 \A1;2.27 \A1;3.00 \A1;ESTRIBOS No. 2 @ 0.20 \A1;7.08 1:75 ARMADO REFUERZO DE MOJINETE ELEVACIÓN 54.22682632785137 C B A 54.22682632785137 54.22682632785137 54.22682632785137 54.22682632785137 ESTRIBOS No.2 @ 0.20 SOLERA MOJINETE ESTRIBOS No.2 @ 0.20 54.22682632785137 54.22682632785137 54.22682632785137 54.22682632785137 SOLERA CORONA 54.22682632785137 PENDIENTE=25% PENDIENTE =25% 1 2 54.22682632785137 54.22682632785137 \A1;.20 \A1;.14 \A1;.30 \A1;.14 \A1;.30 \A1;.14 53.07024213008387 53.07024213008387 4 No 3 + Est.No2 @ 0.20 1:10 MOJINETE SECCION .A. 53.07024213008387 53.07024213008387 Est.No2 @ 0.10 1:10 MOJINETE SECCION .B. 2 No 3 2 No 3 3 No 4 53.07024213008387 53.07024213008387 Est.No2 @ 0.10 1:10 MOJINETE SECCION .C. 2 No 3 2 No 3 1 No 4 x x x x ESC: S SALON ARQUITECTONICA INGRESO INGRESO ELEVACION FRONTAL ELEVACION POSTERIOR \A1;.15 \A1;.20 \A1;8.70 \A1;.20 \A1;4.20 \A1;.20 \A1;4.20 \A1;.20 \A1;1.46 \A1;.10 \A1;1.46 \A1;.20 \A1;1.46 \A1;.10 \A1;1.46 \A1;.20 \A1;1.46 \A1;.10 \A1;1.46 \A1;.20 \A1;1.46 \A1;.10 \A1;1.46 \A1;.15 \A1;.20 \A1;4.20 \A1;.20 \A1;4.20 \A1;.20 \A1;.15 \A1;1.20 \A1;.10 \A1;1.73 \A1;.20 \A1;1.46 \A1;.10 \A1;1.46 \A1;.20 \A1;1.46 \A1;.10 \A1;1.46 \A1;1.73 \A1;.10 \A1;1.20 \A1;.15 \A1;12.70 COTAS + NIVELES -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 -85.61937324789699 NPT: +0.00 NPT: -0.20 NPT: -0.20 NPT: -0.20 NPT: -0.20 NPT: -0.20 CORTE B CORTE B' CORTE A' CORTE A NPT: -0.10 NPT: -0.10 COTAS + NIVELES C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 C-1 Z-1 CIMIENTO CORRIDO CIMIENTO CORRIDO CIMIENTO CORRIDO CIMIENTO CORRIDO 1 3 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 ACABADOS + PLANILLAS DE PUERTAS Y VENTANAS PISO TORTA DE CONCRETO DE 2.00m*2.00m FUNDIDO EN PLANCHAS ALTERNAS + ALIZADO GRIS PISO TORTA DE CONCRETO DE 2.00m*2.00m FUNDIDO EN PLANCHAS ALTERNAS + ALIZADO GRIS PISO TORTA DE CONCRETO DE 2.00m*2.00m FUNDIDO EN PLANCHAS ALTERNAS + ALIZADO GRIS BV PT BC BC V-1 1.46 V-1 1.46 V-1 1.46 V-1 1.46 V-1 1.46 V-1 1.46 V-1 1.46 V-1 1.46 V-2 1.73 V-2 1.73 V-3 1.46 V-3 1.46 V-3 1.46 V-3 1.46 \A1;.20 \A1;5.00 \A1;.40 \A1;.80 \A1;.20 \A1;.20 \A1;.60 \A1;.20 \A1;.80 \A1;.20 \A1;.80 \A1;.20 \A1;.80 \A1;.60 \A1;.20 \A1;4.20 \A1;.40 \A1;.80 \A1;.20 \A1;.20 \A1;.60 \A1;.20 \A1;.80 \A1;.20 \A1;.60 \A1;.10 \A1;1.10 \A1;.20 \A1;.30 \A1;.10 \A1;.40 \A1;.40 \A1;4.20 \A1;.30 \A1;.10 \A1;.40 \A1;.80 \A1;.20 \A1;.20 \A1;.60 \A1;.20 \A1;.80 \A1;.20 \A1;.20 \A1;.10 \A1;1.50 \A1;.20 A EXTERIOR -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 CORTE .1. ESC. 1/20 ZAPATA Z-1 HIERRO No 3 @ 0.10m EN AMBOS SENTIDOS CIMIENTO CORRIDO 3 HIERROS CORRIDOS + ESLABON No 2 @ 0.20m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m SOLERA DE HUMEDAD 4 No 3 + EST No 2 @ 0.15m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BLOCK U + 2 No 3 + ESLAB No 2 @ 0.15m SOLERA CORONA 4 No 3 + EST No. 2 @ 0.15m NPT: 0.00 PISO TORTA DE CONCRETO 0.075m SOLERAMOJINETE 4 No 3 + EST No. 2 @ 0.15m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 BLOCK U + 2 No 3 + ESLAB No 2 @ 0.15m INTERIOR PISO TORTA DE CONCRETO 0.075m BASE DE SELECTO COMPACTADO t=0.10m CORTE .2. ESC. 1/20 1 INTERIOR EXTERIOR -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 ZAPATA Z-1 HIERRO No 3 @ 0.10m EN AMBOS SENTIDOS CIMIENTO CORRIDO 3 HIERROS CORRIDOS + ESLABON No 2 @ 0.20m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m SOLERA DE HUMEDAD 4 No 3 + EST No 2 @ 0.15m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BLOCK U + 2 No 3 + ESLAB No 2 @ 0.15m SILLAR. 2 No 3 + ESLAB. No 2 @0.15m VENTANA V-1 PISO TORTA DE CONCRETO 0.075m PISO TORTA DE CONCRETO 0.075m BASE DE SELECTO COMPACTADO t=0.10m NPT -0.10 NPT +0.00 SOLERA CORONA 4 No 3 + EST No. 2 @ 0.15m -41.35259853558244 -41.35259853558244 -41.35259853558244 BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m VOLADIZO ACERO No 3 @ 0.20m EN AMBOS SENTIDOS \W9.47809; CANAL REPELLO + ALIZADO CORTE .3. ESC. 1/20 3 INTERIOR EXTERIOR -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 -41.35259853558244 ZAPATA Z-1 HIERRO No 3 @ 0.10m EN AMBOS SENTIDOS CIMIENTO CORRIDO 3 HIERROS CORRIDOS + ESLABON No 2 @ 0.20m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m SOLERA DE HUMEDAD 4 No 3 + EST No 2 @ 0.15m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m BLOCK U + 2 No 3 + ESLAB No 2 @ 0.15m SILLAR. 2 No 3 + ESLAB. No 2 @0.15m VENTANA V-1 PISO TORTA DE CONCRETO 0.075m PISO TORTA DE CONCRETO 0.075m BASE DE SELECTO COMPACTADO t=0.10m NPT -0.10 NPT +0.00 SOLERA CORONA 4 No 3 + EST No. 2 @ 0.15m -41.35259853558244 -41.35259853558244 -41.35259853558244 BLOCK DE 35KG/CM2 DE 0.14*0.19*0.39m \W7.45721; VOLADIZO ACERO \W8.76090; No 3 @ 0.20m \W9.52602; EN AMBOS SENTIDOS CANAL REPELLO + ALIZADO BLOCK VISTO BLOCK VISTO 0 \A1;5.55 \A1;.20 \A1;.20 \A1;.60 \A1;.20 \A1;.80 \A1;.20 \A1;.20 \A1;.10 \A1;1.50 \A1;.20 \A1;.30 \A1;1.05 \A1;5.55 \A1;9.00 \A1;4.43 \A1;4.43 \A1;0.075 \A1;.20 \A1;.20 \A1;.60 \A1;.20 \A1;.80 \A1;.20 \A1;.60 \A1;.10 \A1;1.10 \A1;.20 \A1;.30 \A1;1.05 \A1;8.85 \A1;0.075 \A1;.30 \A1;.30 \A1;.80 \A1;.40 \A1;.80 \A1;.40 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 \A1;.90 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 1 2 3 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 NPT + 0.00 NPT + 0.00 NPT -0.20 NPT -0.20 CAPOTE DEL MISMO MATERIAL Y ESPECIFICACION QUE LA LAMINA COSTANERA METALICA DE 2"X5"X1/16 LAMINA TROQUELADA CALIBRE 28 BLOCK VISTO BLOCK VISTO CORTE TRANSVERSAL B-B' ESC. 1/75 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 VENTANA VENTANA SOLERA CORONA SOLERA CORONA SOLERA MOJINETE SOLERA MOJINETE SILLAR CON GOTA SILLAR CON GOTA PVC Ø 3" PVC Ø 3" -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 -40.92161917885318 \A1;.20 \A1;.20 \A1;.60 \A1;.20 \A1;.80 \A1;.20 \A1;.80 \A1;.20 \A1;.80 \A1;.20 \A1;.60 \A1;.20 \A1;5.00 \A1;5.00 \A1;.20 \A1;.20 \A1;.60 \A1;.20 \A1;.80 \A1;.20 \A1;.80 \A1;.20 \A1;.80 \A1;.20 \A1;.60 \A1;.20 \A1;13.00 \A1;3.23 \A1;3.20 \A1;0.075 \A1;0.075 \A1;3.23 \A1;3.20 \A1;12.85 \A1;.80 \A1;.40 \A1;.80 \A1;.40 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 CORTE LONGITUDINAL A-A' ESC. 1/75 A C E -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 B D -40.92417339707754 -40.92417339707754 NPT + 0.00 BLOCK VISTO NPT + 0.00 BLOCK VISTO LAMINA TROQUELADA CALIBRE 28 COSTANERA METALICA DE 2"X5"X1/16 NPT -0.20 NPT -0.20 -40.92417339707754 -40.92417339707754 -40.92417339707754 -40.92417339707754 VENTANA VENTANA VENTANA VENTANA VENTANA VENTANA VENTANA VENTANA \A1;.10 \A1;1.65 \A1;.10 \A1;1.10 \A1;.50 \A1;1.05 \A1;4.50 \A1;4.50 \A1;.20 \A1;1.55 \A1;.10 \A1;1.10 \A1;.50 \A1;1.05 \A1;13.00 \A1;3.23 \A1;3.20 \A1;0.075 \A1;0.075 \A1;3.23 \A1;3.20 \A1;12.85 -41.97096877188142 -41.97096877188142 -41.97096877188142 -41.97096877188142 -41.97096877188142 -41.97096877188142 -41.97096877188142 -41.97096877188142 -41.97096877188142 -41.97096877188142 -41.97096877188142 -41.97096877188142 -41.97096877188142 -41.97096877188142 ELEVACION FRONTAL ESC. 1/75 LAMINA TROQUELADA CALIBRE 28 LAMINA TROQUELADA CALIBRE 28 BLOCK VISTO BLOCK VISTO VENTANA VENTANA VENTANA VENTANA VENTANA VENTANA PUERTA PUERTA A C E -41.97096877188142 -41.97096877188142 -41.97096877188142 -41.97096877188142 -41.97096877188142 -41.97096877188142 B D -41.97096877188142 -41.97096877188142 NPT -0.20 NPT -0.20 PVC Ø 3" PVC Ø 3" \A1;13.00 \A1;3.23 \A1;3.20 \A1;0.075 \A1;0.075 \A1;3.23 \A1;3.20 \A1;4.50 \A1;.20 \A1;1.15 \A1;.10 \A1;1.50 \A1;.50 \A1;1.05 \A1;4.50 \A1;12.85 \A1;.20 \A1;1.15 \A1;.10 \A1;1.50 \A1;.50 \A1;1.05 ELEVACION POSTERIOR ESC. 1/75 -41.96297480546821 -41.96297480546821 -41.96297480546821 -41.96297480546821 -41.96297480546821 -41.96297480546821 -41.96297480546821 -41.96297480546821 -41.96297480546821 -41.96297480546821 -41.96297480546821 -41.96297480546821 -41.96297480546821 -41.96297480546821 LAMINA TROQUELADA CALIBRE 28 LAMINA TROQUELADA CALIBRE 28 A C E -41.96297480546821 -41.96297480546821 -41.96297480546821 -41.96297480546821 -41.96297480546821 -41.96297480546821 B D -41.96297480546821 -41.96297480546821 NPT -0.20 NPT -0.20 VENTANA VENTANA VENTANA VENTANA VENTANA VENTANA VENTANA VENTANA PVC Ø 3" PVC Ø 3" BLOCK VISTO BLOCK VISTO BLOCK VISTO BLOCK VISTO TECHOS SOLERA CORONA SOLERA MOJINETE SOLERA CORONA SOLERA MOJINETE SOLERA CORONA SOLERA MOJINETE SOLERA CORONA SOLERA MOJINETE SOLERA CORONA SOLERA CORONA SOLERA CORONA SOLERA CORONA TENDAL DOBLE C. CADA C= 2"X7"X1/16 COSTANERA METALICA DE 2"X5"X1/16 COSTANERA METALICA DE 2"X5"X1/16 TENDAL DOBLE C. CADA C= 2"X7"X1/16 TENDAL DOBLE C. CADA C= 2"X7"X1/16 25 % 25 % TENSOR No 3 @ L/4 TENSOR No 3 @ L/4 TENSOR No 3 @ L/4 TENSOR No 3 @ L/4 VOLADIZO ACERO No 3 @ 0.20m EN AMBOS SENTIDOS VOLADIZO ACERO No 3 @ 0.20m EN AMBOS SENTIDOS VOLADIZO ACERO No 3 @ 0.20m EN AMBOS SENTIDOS VOLADIZO ACERO No 3 @ 0.20m EN AMBOS SENTIDOS CUMBRERA VER DETALLE LAMINA TROQUELADA CALIBRE 28 \W8.93879; LAMINA \W6.13466; TROQUELADA \W7.04510; CALIBRE 28 \A1;4.64 \A1;9.00 \A1;4.64 1:75 ARMADO REFUERZO DE MOJINETE ELEVACIÓN A -5.686673514463166 ESTRIBOS No.2 @ 0.20 SOLERA MOJINETE ESTRIBOS No.2 @ 0.20 SOLERA CORONA PENDIENTE=25% 1 3 -5.686673514463166 -5.686673514463166 PENDIENTE=25% SOLERA MOJINETE 2 VER CORTE TIPICO 2,3 VER CORTE TIPICO 2,3 x x x x ESC: \A1;.20 \A1;.15 -7.057143328504139 -7.057143328504139 4 No 3 + Est.No2 @ 0.20 1:10 MOJINETE SECCION .A. ELECTRICIDAD ILUMINACION ACOMETIDA ELECTRICA CORRIENTE VIENE DE POSTE A1 A1 A1 A2 A2 A2 B1 B1 B1 B2 B2 B2 A3 B3 A B A B B B A A A A A B B B B B S B B-1 B-2 B-3 S A A-1 A-2 A-3 ELECTRICIDAD FUERZA ACOMETIDA ELECTRICA CORRIENTE VIENE DE POSTE A1 A2 A3 A4 A5 A6 A7 A8 1 2 B 1 2 1 2 A 1 3 1 3 2 SILLAR PLANILLA DE VENTANAS UNIDADES PLANILLA DE PUERTAS DINTEL ANCHO SOBRELUZ ALTO OBSERVACIONES DINTEL ANCHO ALTO OBSERVACIONES UNIDADES TIPO VENTANA VENTANA PUERTA TIPO 1 ABATIMIENTO HACIA AFUERA 180° NOTA: ANTES DE FABRICAR PUERTAS Y VENTANAS VERIFICAR V-1 V-2 1.30 2.80 1.70 2.80 1.46 1.73 1.50 1.10 2 8 TIPO PASADOR CON CANDADOS P-1 2.75 1.20 2.10 0.65 2 1 TIPO DE VENTANA ANCHO DE VENTANA TIPO DE PUERTA ANCHO DE PUERTA P-1 1.20 V-1 NOMENCLATURA PUERTAS NOMENCLATURA PUERTAS METAL + PINTURA METAL + PINTURA METAL + PINTURA SIMBOLOGÍA DE ACABADOS BV BLOCK VISTO CIZADO, CON LECHADO DE CEMENTO, SELLADOR PARA POROS PT PISO TORTA DE CONCRETO FUNDIDO EN CUADROS ALTERNOS DE 2.00X2.00m CON UN ESPESOR DE 0.075m Y UN ACABADO DE ALISADO FINO BC BANQUETA DE TORTA DE CONCRETO FUNDIDAS EN CUADROS DE 1.80X2.00m Y UN ESPESOR DE 0.075m NOTA: \H0.8922x;\C100;TODAS LAS SOLERAS VIGAS Y COLUMNAS SERAN TALLADAS X.XX V-3 1.70 2.80 1.46 1.10 4 METAL + PINTURA en cada caballete sobre la 1a. Se colocará un punto de fijación ultima lámina donde se fija junto con el 1a. y última onda de la lámina en cumbrera un punto de fijación en la del último donde se fija sobre la onda de cada lámina a excepción En techos de dos aguas se debe colocar 3a. onda de cada lámina a excepción de la caballete. en cada caballete sobre la 1a. Se colocará un punto de fijación 1a. y última onda de la lámina del último donde se fija sobre la onda de cada lámina a excepción DETALLE DE CABALLETE SIN ESCALA SOLERA MOJINETE SOLERA MOJINETE ANGULAR DE 2 1/2" Lámina TORNILLO 1x7/16" CABALLETE SOLDADO A TENDAL DETALLE DE CUMBRERA SIN ESCALA CONDUCTOR VIVO COLOR ROJO CONDUCTOR DE RETORNO COLOR NEGRO CONDUCTOR NEUTRO COLOR BLANCO SIMBOLO DESCRIPCION LUMINARIA TIPO FOCO DE 80W TUBERÍA POLIDUCTO DE 1/2" EN LOSA Y MUROS INTERRUPTOR TRIPLE H. = 1.20m SNPT SIMBOLOGÍA INDICA CONTADOR ELECTRICO TUBERÍA POLIDUCTO DE 1/2" EN LOSA Y MURO. TABLERO PRINCIPAL DE CIRCUITOS h=1.65 PARA OCHO FILIPONES TUBERÍA POLIDUCTO SIN CONTACTO S SIMBOLO DESCRIPCION CONDUCTOR VIVO COLOR ROJO CONDUCTOR NEUTRO COLOR BLANCO TABLERO DE DISTRIBUCIÓN PRINCIPAL DE CIRCUITOS H.= 1.65 SIMBOLOGÍA INDICA CONTADOR ELECTRICO TOMACORRIENTE DOBLE 110 W H= 0.30 M TUBERÍA POLIDUCTO ELÉCTRICO DE 3/4" EN TIERRA Y MURO. DE CONTADOR A TABLERO. TUBERÍA POLIDUCTO ELÉCTRICO DE 3/4" EN TIERRA Y MURO. 0

Language	Spanish
Drawing Type	Full Project
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete
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Tags	adobe, autocad, bausystem, columns, complete, construction, construction system, constructive details, covintec, details, document, drawings, DWG, earth lightened, erde beleuchtet, foundations, full, hall, losacero, plywood, preparation, Project, projects, sperrholz, stahlrahmen, steel framing, storehouse, système de construction, terre s, typical