Housing Structure -Reinforced Masonry DWG Block for AutoCAD

Structure of housing with reinforced masonry

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

East wall, existing construction, dilat, tabigal, alb titan, alb titan, foundation plant, scale, East wall, existing construction, dilat, tabigal, alb titan, alb titan, Pine tree, plant structures, scale, cad, existing construction, roofing plant, scale, East wall, Pine tree, Note: Projected cover must match, with existing cover, Pine tree, truss, scale, Pine tree, lift shaft, scale, tip., tip., not, G., lift shaft, scale, not, G., not, G., lift shaft, scale, tip., tip., tip., Pine tree, pine pillar, every course, acma ladder, every course, acma ladder, every course, acma ladder, not, G., lift shaft, scale, tip., tip., Pine tree, pine pillar, not, G., lift shaft, scale, tip., tip., not, G., lift shaft, scale, tip., not, G., lift shaft, scale, not, G., lift shaft, scale, tip., not, G, not, G, not, G, not, G, not, G, not, G, not, G

Raw text data extracted from CAD file:

1800 2960 1800 2960 3490 3040 1400 940 940 1400 3040 3490 945 1900 615 2900 1540 820 100 3460 2900 1540 920 595 2000 505 1680 100 3100 1780 800 700 700 1660 1260 2200 540 1000 2180 1000 1400 1000 1720 8840 9590 909 140 4620 140 1161 4900 3820 800 1000 445 3315 4760 1300 1600 1800 2020 3320 1990 215 60 700 945 1900 615 2900 1540 820 100 3460 2900 1540 920 595 2000 505 1680 100 3100 1780 800 700 700 1660 1260 2200 540 1000 2180 1000 1400 1000 1720 8840 9590 909 140 4620 140 1161 4900 3820 800 1000 445 3315 4760 1300 1600 1800 2020 3320 1990 215 60 700 1800 2960 1800 2960 3490 3040 1400 940 940 1400 3040 3490 1800 2960 1800 2960 3490 3040 1400 940 940 1400 3040 3490 145 1025 1200 1120 1000 1000 1140 1200 1040 50 600 600 600 600 600 148 3198 1406 400 2455 2455 400 5710 9250 940 1400 3040 3490 940 1400 3040 3490 545 1000 2180 1000 1400 1000 1725 8850 800 250 1140 1390 250 2780 5530 940 710 690 1745 1445 3170 150 800 250 2530 250 2780 940 1400 3040 3490 8850 800 250 1140 1390 250 2780 950 1900 620 2890 1550 815 100 4760 800 250 2530 250 2780 1800 2960 100 1675 510 2000 600 3110 800 250 1300 250 2780 1230 1130 1800 2960 800 250 1400 250 2780 450 1000 3460 4910 140 4910 140 4910 3965 800 1800 2960 800 250 2530 250 2780 140 4910 140 4620 4760 800 250 2530 250 2780 2815 1950 A B C A B C 5 4 3 2 1 5 4 3 2 1 MURO DE ADOSAMIENTO ORIENTE 5 5 5 5 5 5 5 5 5 5 5 5 3d12 4d12 3d12 4d12 2d12 3d12 4d12 3d12 d12 d12 d12 d12 d12 d12 d12 d12 2d12 d12 d12 2d12 2d12 d12 d12 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d12 d12 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d12 d12 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CONSTRUCCION EXISTENTE DILAT 30mm DILAT 30mm TABIGAL 60mm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm d8 d8 ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm FC-2 FC-1 FC-1 FC-1 FC-1 FC-1 FC-1 FC-1 FC-1 FC-1 FC-1 FC-1 FC-1 FC-1 FC-1 VF-1 VF1 VF-1 VF-1 VF-1 VF-1 PLANTA DE FUNDACIONES ESCALA 1:50 FA1 P1 A B C A B C 5 4 3 2 1 5 4 3 2 1 MURO DE ADOSAMIENTO ORIENTE 5 5 5 5 5 5 5 5 5 5 5 5 3d12 4d12 3d12 4d12 2d12 3d12 4d12 3d12 d12 d12 d12 d12 d12 d12 d12 d12 2d12 d12 d12 2d12 2d12 d12 d12 d8 d8 d8 d8 d12 d12 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d12 d12 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 d8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CONSTRUCCION EXISTENTE DILAT 30mm DILAT 30mm TABIGAL 60mm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm d8 d8 ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm ALB. TITAN 14cm PINO 2×6″ PLANTA DE ESTRUCTURAS ESCALA 1:50 P1 V01 V01 V01 V01 V01 V01 V01 V01 V01 V01 CAD 15/25 CAD 15/25 CAD 15/25 CAD 15/25 CAD 15/25 CAD 15/25 CAD 15/25 CAD 15/25 CAD 15/25 CAD 15/25 CAD 15/25 CAD 15/25 CAD 15/25 CAD 15/15 A B C A B C 5 4 3 2 1 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 CONSTRUCCION EXISTENTE PLANTA DE TECHUMBRE ESCALA 1:50 MURO DE ADOSAMIENTO ORIENTE PINO 2×6″ NOTA: CUBIERTA PROYECTADA DEBE COINCIDIR CON CUBIERTA EXISTENTE 5 5 5 5 5 5 5 5 5 PINO 2×6″ PINO 2×6″ PINO 2×6″ 2 PINO 1×4″ 2 PINO 1×4″ 2 PINO 1×4″ PINO 2×6″ 2 PINO 1×4″ 2 PINO 1×4″ 3+3 PINO 1×4″ 3+3 PINO 1×4″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CERCHA CH1 ESCALA 1:25 CH1 CH1 CH1 CH1 CH1 CH1 CH1 CH1 CH1 PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ PINO 2×2″ 5 5 4 3 2 1 5 5 5 5 ELEVACION EJE B ESCALA 1:50 5 4 3 2 1 5 5 5 5 15 15 880 2+2d10 L=910 (tip) 15 15 880 2+2d10 L=910 (tip) 3d12 10 10 380 L=400 TIP. 10 10 215 L=235 TIP. d12 3d12 d12 d12 d12 d12 2d12 2d12 d8 d8 d8 d8 d8 d8 d8 d8 d8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -0.03 N.O.G. +1.10 +2.75 ELEVACION EJE C ESCALA 1:50 VF1 V01 15 15 880 2+2d10 L=910 (tip) 15 15 880 2+2d10 L=910 (tip) 15 15 550 2+2d10 L=580 (tip) 5 5 5 5 5 5 5 5 d12 d12 2d12 d12 2d12 d12 d8 5 5 5 5 5 -0.03 N.O.G. +2.75 5 4 3 2 1 5 5 5 5 15 15 880 2+2d10 L=910 (tip) 15 15 343 2+2d10 L=373 (tip) 5 5 5 5 5 5 5 -0.03 N.O.G. +1.10 +2.75 ELEVACION EJE A ESCALA 1:50 15 15 150 2+2d10 L=180 (tip) 2d12 2d12 2d12 2d12 d12 d12 d8 d8 d8 10 10 380 L=400 TIP. 10 10 380 L=400 TIP. 10 10 215 L=235 TIP. d8 PINO 2×6″ PILAR P1 – PINO 4×4″ 5 5 5 5 5 5 5 CADA 4 HILADAS ESCALERILLA ACMA CADA 4 HILADAS ESCALERILLA ACMA CADA 4 HILADAS ESCALERILLA ACMA A C 5 d12 d12 15 15 190 2+2d10 L=220 (tip) 15 15 190 2+2d10 L=220 (tip) 2d12 5 5 5 5 5 -0.03 N.O.G. +2.75 ELEVACION EJE 2 ESCALA 1:50 A B C 5 5 15 15 487 2+2d10 L=517 (tip) 15 15 305 2+2d10 L=335 (tip) d12 d12 d12 2d12 10 10 225 L=245 TIP. d8 d8 d8 10 10 380 L=400 TIP. PINO 2×6″ PILAR P1 – PINO 4×4″ 5 5 5 5 5 5 5 5 5 5 5 -0.03 N.O.G. +2.75 ELEVACION EJE 1 ESCALA 1:50 5 +1.20 A B C 5 5 15 15 487 2+2d10 L=517 (tip) 15 15 487 2+2d10 L=517 (tip) d12 2d12 10 10 215 L=235 TIP. d8 d8 d8 10 10 380 L=400 TIP. 5 5 5 5 5 -0.03 N.O.G. +2.75 ELEVACION EJE 3 ESCALA 1:50 2d12 3d12 d8 d8 5 +1.10 5 5 5 5 5 5 A B C 5 5 15 15 487 2+2d10 L=517 (tip) 15 15 487 2+2d10 L=517 (tip) 2d12 10 10 380 L=400 TIP. 5 5 5 5 5 -0.03 N.O.G. +2.75 ELEVACION EJE 4 ESCALA 1:50 3d12 2d12 d8 d8 d8 d8 d8 d12 5 5 5 5 A C 5 15 15 487 2+2d10 L=517 (tip) 15 15 487 2+2d10 L=517 (tip) 2d12 5 5 5 5 5 -0.03 N.O.G. +2.75 ELEVACION EJE 5 ESCALA 1:50 5 5 5 5 2d12 B 5 5 2d12 2d12 d8 d8 10 10 380 L=400 TIP. -0.03 NOG -0.03 NOG -0.03 NOG -0.03 NOG -0.03 NOG -0.03 NOG -0.03 NOG