Peroimetrico Muro DWG Detail for AutoCAD

Peroimetrico Muro DWG Detail for AutoCAD

Extreme Foundations – Brick Wall Soga kk Machining – Detail Zapata

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

vertical agreements, pending, ground level, footage, low level, corner, start, corner, final, Wall, siege, perimetric fence wall, pending, ground level, footage, low level, corner, start, corner, final, Wall, siege, perimetric fence wall, pending, ground level, footage, low level, corner, start, corner, final, Wall, siege, perimetric fence wall, det. shoe, scale, upper mesh of, bottom mesh of, bottom mesh of, stirrups, beam of connection cºaº, overdue pm, cation. pg, wall of rope kk mechanized brick, npt path, bracing column, column, bracing column, shoe, sole, wall joint, cut, scale, npt path, false floor, filling, connecting beam, overdue pm, tiled wood floor, column, foundation, sole, its T., npt path, false floor, filling, tiled wood floor, shoe, scale, npt path, overdue pm, foundation, cut, scale, floor

Raw text data extracted from CAD file:

ACUERDOS VERTICALES W X Y L D Y = X 2 Kv 2 D D v 4,2 24,72 3,531 3,642 3,642 3,532 28,29 3,536 3,536 18,21 2,5 1,2 0+000 0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+075.42 3796,46 3797,66 3798,84 3800,69 3800,80 3800,26 3800,55 3801,06 3801,16 3796,30 0+004.20 0+028.92 0+047.13 PENDIENTE COTA TERRENO METRAJE COTA RASANTE 3798,78 3800,48 3796,30 3796,30 3798,78 00.00 % EN 20m 00.00 % EN 10m 00.00 % EN 45.42m 3800,48 3800,48 3800,48 3800,48 3800,48 -481062.4551081031 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 ESQUINA 1 INICIO ESQUINA 2 ESQUINA 3 FINAL -481061.7551081022 -481061.7551081022 -481061.7551081022 MURO MURO MURO MURO MURO MURO MURO CERCO CERCO CERCO CERCO CERCO CERCO CERCO C0LUMNAS C0LUMNAS C0LUMNAS ESQNA-1 ESQNA-2 ESQNA-3 ESQNA-4 ESQNA-0 MURO Y CERCO PERIMETRICO 4,2 24,72 3,531 3,642 3,642 3,532 28,29 3,536 3,536 18,21 2,5 1,2 0+000 0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+075.42 3796,46 3797,66 3798,84 3800,69 3800,80 3800,26 3800,55 3801,06 3801,16 3796,30 0+004.20 0+028.92 0+047.13 PENDIENTE COTA TERRENO METRAJE COTA RASANTE 3798,78 3800,48 3796,30 3796,30 3798,78 00.00 % EN 20m 00.00 % EN 10m 00.00 % EN 45.42m 3800,48 3800,48 3800,48 3800,48 3800,48 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 ESQUINA 1 INICIO ESQUINA 2 ESQUINA 3 FINAL -481061.7551081022 -481061.7551081022 -481061.7551081022 MURO MURO MURO MURO MURO MURO MURO CERCO CERCO CERCO CERCO CERCO CERCO CERCO C0LUMNAS C0LUMNAS C0LUMNAS ESQNA-1 ESQNA-2 ESQNA-3 ESQNA-4 ESQNA-0 MURO Y CERCO PERIMETRICO 4,2 24,72 3,531 3,642 3,642 3,532 28,29 3,536 3,536 18,21 2,5 1,2 0+000 0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+075.42 3796,46 3797,66 3798,84 3800,69 3800,80 3800,26 3800,55 3801,06 3801,16 3796,30 0+004.20 0+028.92 0+047.13 PENDIENTE COTA TERRENO METRAJE COTA RASANTE 3798,78 3800,48 3796,30 3796,30 3798,78 00.00 % EN 20m 00.00 % EN 10m 00.00 % EN 45.42m 3800,48 3800,48 3800,48 3800,48 3800,48 -481062.4551081031 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 -481061.7551081022 ESQUINA 1 INICIO ESQUINA 2 ESQUINA 3 FINAL -481061.7551081022 -481061.7551081022 -481061.7551081022 MURO MURO MURO MURO MURO MURO MURO CERCO CERCO CERCO CERCO CERCO CERCO CERCO C0LUMNAS C0LUMNAS C0LUMNAS ESQNA-1 ESQNA-2 ESQNA-3 ESQNA-4 ESQNA-0 MURO Y CERCO PERIMETRICO ,60 ,35 ,30 ,10 ,15 ,60 ,35 ,30 ,10 ,15 1,60 1,80 ,60 ,10 ,15 ,10 ,15 ,55 \A1;0.14 \A1;0.15 ,40 ,30 ,10 ,20 ,45 ,10 ,35 ,60 ,40 \A1;0.14 \A1;0.15 ,60 ,35 ,30 ,10 ,15 4,20 ,50 ,10 ,10 ,25 1,00 1,20 1,00 ,25 ,15 1,60 1,60 1,60 ,35 ,25 1,60 ,30 ,25 1,40 1,40 1,60 ,25 ,45 ,35 ,35 ,25 ,45 ,20 ,20 ,25 ,80 ,80 1,60 1,60 ,10 ,45 2,60 ,80 ,10 ,50 ,10 1,20 1,80 1,60 ,10 ,45 ,10 ,35 ,45 ,10 ,60 ,50 ,30 ,10 1,60 ,35 ,40 ,10 ,38 ,60 ,45 ,10 ,35 ,60 ,40 4,20 1,60 ,10 ,45 2,60 ,80 ,30 ,10 1,60 ,35 ,38 DET. ZAPATA Z-1 ESCALA 1:25 Malla Superior 11 Ø1/2"@0.15 de 1.40m 5 5 5 5 5 Malla Inferior 10 Ø1/2" @0.15 de 1.60m 5 5 Malla Inferior 10 Ø1/2" @0.15 de 1.40m 5 5 5 5 5 5 5 Estribo:3/8"@0.30 Estribos Ø3/8", 1@0.05, 4@0.10, 32@0.15, R@0.25 Estribos Ø3/8", 1@0.05, 2@0.10, 3@0.15, R@0.25 5 Viga de Conexión CºAº f'c=175kg/cm2 Sobrecimiento 1/8 : C/H + 25% PM Cimiento Corrido. 1/10 : C/H + 30% PG Muro de Soga KK ladrillo Mecanizado 0.24x0.14x0.10 Estribo:3/8"@0.30 Vereda = NPT + 0.15 5 5 5 5 5 5 5 5 5 Columneta de arriostre 0.10mx0.15m Columna 0.25mx0.45m Columneta de arriostre 0.10mx0.15m Zapata f'c=175kg/cm2 Solado Junta de Separación^JColumna - Muro 5 NPT+0.30 CORTE C-C ESCALA 1:25 5 Vereda = NPT + 0.15 Falso Piso Relleno Viga de Conección f'c=175kg/cm2 5 5 5 5 5 5 5 Sobrecimiento 1/8 : C/H + 25% PM Piso de Madera Machihembrada NPT+0.30 X X Y-Y Y Y 6 Ø5/8"+2Ø1/2" Columna 0.25mx0.45m 8 Ø5/8" 2 Ø3/8" 2 Ø3/8" X - X 6 Ø5/8" 2 Ø5/8" 2 Ø3/8" 5 5 Z Z 4 Ø5/8" Z - Z Cimiento Corrido 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 Ø5/8" 2 Ø3/8" 5 5 5 5 5 solado EST. d1/4" 2@.05, 3@.10, R@.20 4d3/8" 5 NPT+0.30 Vereda = NPT + 0.15 Falso Piso Relleno 5 5 Piso de Madera Machihembrada Zapata Z-3 ESCALA 1:25 Estribo:3/8"@0.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Vereda = NPT + 0.15 5 5 Sobrecimiento 1/8 : C/H + 25% PM Cimiento Corrido 5 CORTE D-D ESCALA 1:25 NPT+1.30 Piso Mayolica^J0.36x0.36 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, brick, DETAIL, DWG, extreme, FOUNDATION, foundations, fundament, wall, zapata