Expansion Second Floor DWG Block for AutoCAD

Structural elements for the expansion of housing upstairs.

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

element, pos, we say, no, long, total, grade, frame, frame, total:, pos, we say, no, long, total, columns ending in, slab second floor, concrete:, steel: grade, scale:, abstract steel, slab second floor, columns, long total, grade, total, pos, we say, no, long, total, frame, superior, lower, stirrups, slab second floor, Exploding beams, concrete:, steel: grade, scale:, abstract steel, slab second floor, beams, long total, grade, total, frame, superior, lower, stirrups, element, pos, we say, no, long, total, grade, frame, frame, frame, frame, total:, frame, superior, lower, stirrups, slab second floor, Exploding beams, concrete:, steel: grade, scale:, frame, superior, lower, stirrups, frame, superior, lower, stirrups, frame, superior, lower, stirrups, slab second floor, foundation, column box, concrete:, steel: grade, scale:, abstract steel, slab second floor, columns, long total, grade, total, armed of the pillar, axis of the pillar, axis of the forging beam, pillar, overlap length, shuttered pillar detail, shake in the encounter with the forged, slab second floor, foundation, concrete:, scale:, slab second floor, breakup foundation, concrete:, scale:, element, pos, we say, no, long, total, grade, total:, foundation, concrete:, scale:, startups, foundation elements table, references, dimensions, peralte, armed inf, table of centering beams, arm sup .:, arm inf .:, arm tempeartura:, stirrups:, abstract steel, foundation, breakup foundation, long total, grade, total, foundation, breakup foundation, concrete:, scale:, element, pos, we say, no, long, total, grade, total:, abstract steel, foundation, breakup foundation, long total, grade, total, arm temperature, element, pos, we say, no, long, total, grade, total:, arm temperature, abstract steel, foundation, breakup foundation, long total, grade, total, arm temperature, arm temperature

Raw text data extracted from CAD file:

Elemento Pos. Diám. No. Long. (cm) Total (cm) Grado 60 (kg) C1 1 #4 6 270 1620 16.1 2 #4 6 99 594 5.9 3 #3 14 97 1358 7.6 32.6 Total+10%: C2=C3=C4=C5 4 #4 6 270 1620 16.1 5 #4 6 95 570 5.7 6 #3 14 97 1358 7.6 32.3 129.2 Total+10%: (x4): Marco 1 7 #4 2 380 760 7.6 8 #4 2 341 682 6.8 9 #3 27 93 2511 14.1 31.4 Total+10%: Marco 2 10 #4 2 420 840 8.4 11 #4 2 420 840 8.4 12 #3 31 93 2883 16.1 36.2 Total+10%: #3: 74.9 #4: 154.5 Total: 229.4 25 25 6P1#4 L=270 6P2#4 L=99 21 21 14P3#3 L=97 Pos. Diám. No. Long. (cm) Total (cm) 1 #4 6 270 1620 2 #4 6 99 594 3 #3 14 97 1358 -1.00 +1.55 6P1#4 L=270 38 6P2#4 L=99 P3c/20 14 #3 C1 Columnas que terminan en Losa Segundo Piso Concreto: f’c=210 Acero: Grade 60 Escala: 1:50 Resumen Acero Losa Segundo Piso Columnas Long. total (m) Peso+10% (kg) Grado 60 #3 67.9 42 #4 109.7 120 162 Total 25 25 6P4#4 L=270 6P5#4 L=95 21 21 14P6#3 L=97 Pos. Diám. No. Long. (cm) Total (cm) x 4 (cm) 4 #4 6 270 1620 6480 5 #4 6 95 570 2280 6 #3 14 97 1358 5432 -1.00 +1.55 6P4#4 L=270 38 6P5#4 L=95 P6c/20 14 #3 C2=C3=C4=C5 308 C5 B2 2P7#4 L=380 20 18 18 21 2P8#4 L=341 20 18 2 27x1eP9#3c/10 25 263 20 20×25 V-101 21 16 25 20 Marco 1 SUPERIOR INFERIOR Estribos Losa Segundo Piso Despiece de vigas Concreto: f’c=210 Acero: Grade 60 Escala: 1:50 Resumen Acero Losa Segundo Piso Vigas Long. total (m) Peso+10% (kg) Grado 60 #3 211.1 130 #4 97.5 107 #5 21.1 36 273 Total 348 C4 B0 2P10#4 L=420 20 18 18 21 2P11#4 L=420 20 18 18 21 2 31x1eP12#3c/10 25 303 20 20×25 V-102 21 16 25 20 Marco 2 SUPERIOR INFERIOR Estribos Elemento Pos. Diám. No. Long. (cm) Total (cm) Grado 60 (kg) Marco 3 1 #4 2 707 1414 14.1 2 #4 2 707 1414 14.1 3 #3 56 93 5208 29.1 63.0 Total+10%: Marco 4 4 #4 2 410 820 8.2 5 #4 2 410 820 8.2 6 #3 29 93 2697 15.1 34.7 Total+10%: Marco 5 7 #5 2 550 1100 17.1 8 #4 2 540 1080 10.7 9 #3 42 93 3906 21.9 54.7 Total+10%: Marco 6 10 #4 2 540 1080 10.7 11 #5 2 505 1010 15.7 12 #3 42 93 3906 21.9 53.1 Total+10%: #3: 96.9 #4: 72.6 #5: 36.0 Total: 205.5 338 298 C1 C2 C3 2P1#4 L=707 20 18 18 20 2P2#4 L=707 20 18 18 20 30x1eP3#3c/10 26x1eP3#3c/10 25 300 13 13 260 25 20×25 V-103 20×25 V-104 21 16 25 20 21 16 25 20 Marco 3 SUPERIOR INFERIOR Estribos Losa Segundo Piso Despiece de vigas Concreto: f’c=210 Acero: Grade 60 Escala: 1:50 133 203 B3 C1 C4 2P4#4 L=410 22 18 18 21 2P5#4 L=410 22 18 18 21 12x1eP6#3 c/10 17x1eP6#3c/10 2 118 13 13 165 25 20×25 V-105 20×25 V-106 21 16 25 20 21 16 25 20 Marco 4 SUPERIOR INFERIOR Estribos 133 333 B5 C2 C5 2P7#5 L=550 26 18 18 27 2P8#4 L=540 22 18 18 21 12x1eP9#3 c/10 30x1eP9#3c/10 2 118 13 13 295 25 20×25 V-107 20×25 V-108 21 16 25 20 21 16 25 20 Marco 5 SUPERIOR INFERIOR Estribos 133 333 B4 C3 B2 2P10#4 L=540 21 18 18 22 2P11#5 L=505 26 18 12x1eP12#3 c/10 30x1eP12#3c/10 2 118 13 13 300 20 20×25 V-109 20×25 V-110 21 16 25 20 21 16 25 20 Marco 6 SUPERIOR INFERIOR Estribos C1 C2=C3 C4=C5 25 25 6#4 L=270 6#4 L=99 21 21 14#3c/20 L=99 25 25 6#4 L=270 6#4 L=95 21 21 14#3c/20 L=99 Losa Segundo Piso Cimentación Cuadro de columnas Concreto: f’c=210 Acero: Grade 60 Escala: 1:50 Resumen Acero Losa Segundo Piso Columnas Long. total (m) Peso+10% (kg) Grado 60 #3 69.3 43 #4 109.7 120 163 Total Armado del pilar Eje del pilar Eje de la viga o del forjado Pilar 0.05 0.05 h Longitud de solape S Detalle de estribado de pilares Estribar en el encuentro con el forjado Estribar en el encuentro con el forjado 20×15 20×15 V-101: 20×25 V-102: 20×25 V-103: 20×25 V-104: 20×25 V-105: 20×25 V-106: 20×25 V-107: 20×25 V-108: 20×25 V-109: 20×25 V-110: 20×25 C1 C2 C3 C4 C5 Losa Segundo Piso Cimentación Concreto: f’c=210 Escala: 1:50 20×15 20×15 V-101: 20×25 V-102: 20×25 V-103: 20×25 V-104: 20×25 V-105: 20×25 V-106: 20×25 V-107: 20×25 V-108: 20×25 V-109: 20×25 V-110: 20×25 C1 C2 C3 C4 C5 Losa Segundo Piso Despiece cimentación Concreto: f’c=210 Escala: 1:50 Elemento Pos. Diám. No. Long. (cm) Total (cm) Grado 60 (kg) C1 1 #5 5 148 740 11.5 2 #5 5 148 740 11.5 3 #4 6 99 594 5.9 4 d6 3 94 282 0.6 32.5 Total+10%: C2 5 #4 6 199 1194 11.9 6 #4 10 149 1490 14.8 7 #4 6 95 570 5.7 8 d6 3 94 282 0.6 36.3 Total+10%: d6: 1.4 #4: 42.1 #5: 25.3 Total: 68.8 VC.S-1.1 VC.S-1.1 VC.S-1.1 VC.S-1.1 C1 C2 C3 C4 C5 100 x 100 x 40 X: 5#5c/20 Y: 5#5c/20 90 x 150 x 35 X: 10#4c/15 Y: 6#4c/15 150 x 100 x 35 X: 6#4c/15 Y: 10#4c/15 100 x 100 x 35 X: 6#4c/15 Y: 6#4c/15 150 x 100 x 35 X: 7#4c/14 Y: 10#4c/14 6#4 (30+31+38) 6#4 (30+27+38) 6#4 (30+27+38) 6#4 (30+27+38) 6#4 (30+27+38) Cimentación Cimentación Concreto: f’c=210 Escala: 1:50 Arranques ndxx(aa+bb+cc) aa bb cc CUADRO DE ELEMENTOS DE CIMENTACIÓN Referencias Dimensiones (cm) Peralte (cm) Armado inf. X Armado inf. Y C1 100×100 40 5#5c/20 5#5c/20 C2 150×100 35 6#4c/15 10#4c/15 C3 100×100 35 6#4c/15 6#4c/15 C4 90×150 35 10#4c/15 6#4c/15 C5 150×100 35 7#4c/14 10#4c/14 Tabla de vigas centradoras 40 50 VC.S-1.1 Arm. sup.: 4 #5 Arm. inf.: 4 #5 Arm. tempeartura: 1×2 #4 Estribos: 1x#3c/20 VC.S-1.1 VC.S-1.1 VC.S-1.1 VC.S-1.1 C1 C2 C3 C4 C5 Resumen Acero Cimentación Despiece cimentación Long. total (m) Peso+10% (kg) Grado 60 d6 14.1 3 #3 48.9 30 #4 154.7 169 #5 126.2 216 418 Total Cimentación Despiece cimentación Concreto: f’c=210 Escala: 1:50 C1 28 5P1#5c/20 L=148 13 88 C1 5 5 25 5P2#5c/20 L=148 88 13 40 C1 100 100 30 6X1P3#4 L=99 6 20 20 3P4d6 L=94 25 25 C1 C2 6 6 24 6P5#4c/15 L=199 75 75 C2 9 9 21 10P6#4c/15 L=149 88 13 35 C2 150 100 30 6X1P7#4 L=95 6 20 20 3P8d6 L=94 25 25 C2 Elemento Pos. Diám. No. Long. (cm) Total (cm) Grado 60 (kg) C3 1 #4 6 149 894 8.9 2 #4 6 149 894 8.9 3 #4 6 95 570 5.7 4 d6 3 94 282 0.6 26.5 Total+10%: C4 5 #4 10 139 1390 13.8 6 #4 6 199 1194 11.9 7 #4 6 95 570 5.7 8 d6 3 94 282 0.6 35.2 Total+10%: C5 9 #4 7 199 1393 13.9 10 #4 10 149 1490 14.8 11 #4 6 95 570 5.7 12 d6 3 94 282 0.6 38.5 Total+10%: VC.S-1.1 [C1 – C4] 13 #4 2 242 484 4.8 14 #5 4 258 1032 16.0 15 #5 4 258 1032 16.0 16 #3 3 163 489 2.7 43.5 Total+10%: d6: 2.0 #3: 3.0 #4: 103.5 #5: 35.2 Total: 143.7 C3 6 6 24 6P1#4c/15 L=149 88 13 C3 9 9 21 6P2#4c/15 L=149 88 13 35 C3 100 100 30 6X1P3#4 L=95 6 20 20 3P4d6 L=94 25 25 C3 Resumen Acero Cimentación Despiece cimentación Long. total (m) Peso+10% (kg) Grado 60 d6 14.1 3 #3 48.9 30 #4 154.7 169 #5 126.2 216 418 Total C4 6 6 24 10P5#4c/15 L=139 13 78 C4 9 9 21 6P6#4c/15 L=199 75 75 35 C4 90 150 30 6X1P7#4 L=95 6 20 20 3P8d6 L=94 25 25 C4 C5 6 6 24 7P9#4c/14 L=199 75 75 C5 9 9 21 10P10#4c/14 L=149 13 88 35 C5 150 100 30 6X1P11#4 L=95 6 20 20 3P12d6 L=94 25 25 C5 VC.S-1.1 [C1 – C4] 28 ARM. TEMPERATURA 2X1P13#4 L=242 35 4P14#5 L=258 35 4P15#5 L=258 10 41 31 3P16#3c/20 L=163 40 50 8 93 28 80 70 278 10 5 35 50 C1 C4 Elemento Pos. Diám. No. Long. (cm) Total (cm) Grado 60 (kg) VC.S-1.1 [C2 – C3] 1 #4 2 337 674 6.7 2 #5 4 353 1412 21.9 3 #5 4 353 1412 21.9 4 #3 8 163 1304 7.3 63.6 Total+10%: VC.S-1.1 [C1 – C2] 5 #4 2 377 754 7.5 6 #5 4 393 1572 24.4 7 #5 4 393 1572 24.4 8 #3 10 163 1630 9.1 71.9 Total+10%: VC.S-1.1 [C2 – C5] 9 #4 2 372 744 7.4 10 #5 4 388 1552 24.1 11 #5 4 388 1552 24.1 12 #3 9 163 1467 8.2 70.2 Total+10%: #3: 27.0 #4: 23.8 #5: 154.9 Total: 205.7 VC.S-1.1 [C2 – C3] 28 ARM. TEMPERATURA 2X1P1#4 L=337 35 4P2#5 L=353 35 4P3#5 L=353 10 41 31 8P4#3c/20 L=163 40 50 70 80 123 93 8 373 35 15 50 C2 C3 Resumen Acero Cimentación Despiece cimentación Long. total (m) Peso+10% (kg) Grado 60 d6 14.1 3 #3 48.9 30 #4 154.7 169 #5 126.2 216 418 Total VC.S-1.1 [C1 – C2] 28 ARM. TEMPERATURA 2X1P5#4 L=377 35 4P6#5 L=393 35 4P7#5 L=393 10 41 31 10P8#3c/20 L=163 40 50 8 93 163 80 70 413 10 5 35 50 C1 C2 VC.S-1.1 [C2 – C5] 28 ARM. TEMPERATURA 2X1P9#4 L=372 35 4P10#5 L=388 35 4P11#5 L=388 10 41 31 9P12#3c/20 L=163 40 50 8 93 145 93 8 345 35 15 50 C2 C5