Concrete Pergola DWG Plan for AutoCAD

Concrete Pergola DWG Plan for AutoCAD

GENERAL PLAN STRUCTURAL DETAILS OF CONCRETE PERGOLA; RECTANGULAR BEAMS BASED; COLUMNS round and footings.

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

sup x:, sup and:, inf x:, inf and:, sup x:, sup and:, inf x:, inf and:, sup x:, sup and:, inf x:, inf and:, sup x:, sup and:, inf x:, inf and:, sup x:, sup and:, inf x:, inf and:, sup x:, sup and:, inf x:, inf and:, sup x:, sup and:, inf x:, inf and:, sup x:, sup and:, inf x:, inf and:, starts, frame of foundation elements, references, dimensions, singing, armed inf., armed sup., abstract steel, low level, foundations, long total, total, low level, foundations, concrete:, scale:, element, pos., dia., do not., long, total, var., var., var., var., var., var., portico, element, pos., dia., do not., long, total, portico, portico, portico, total:, portico, higher, lower, stirrups, portico, higher, lower, stirrups, portico, higher, lower, stirrups, pos., dia., do not., long, total, abstract steel, pillars, long total, total, pos., dia., do not., long, total, pos., dia., do not., long, total, pos., dia., do not., long, total, portico, portico, pos., dia., do not., long, total, pillars ending in, cover, concrete:, steel: fy, scale:, pos., dia., do not., long, total, north, location, mts., acot., scale:, key:, stage of construction, Location:, date:, draft:, vo. bo., President, work:, pergola, drawing:, summary of steel in shoes, abstract steel in beams columns, steel summary in columns, portico, architectural plant, cimentacion plant, structural plant, cut, shoe detail, column details, beams details, sports unit equipment, column starts

Raw text data extracted from CAD file:

17 18 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1 2 3 4 5 6 7 8 9 1.28 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.52 0.48 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1.17 25.00 11.05 0.67 15.10 4.79 3.23 S-02 S-02 S-03 1.28 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.52 0.48 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1.17 25.00 0.67 15.10 4.79 3.23 S-02 S-02 +82.88 +85.88 +86.38 4.79 4.64 3.00 0.30 0.20 +86.38 +82.88 +86.18 5.00 5.00 5.00 3.00 0.30 0.20 1.28 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.52 0.48 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1.17 25.00 0.67 15.10 4.79 3.23 S-02 S-02 \A1;4.64 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.64 \A1;5.00 \A1;5.00 \A1;5.00 \A1;17.45 \A1;8.10 \A1;15.10 \A1;8.10 +86.38 +82.88 +86.18 5.00 5.00 5.00 3.00 0.30 0.20 +82.88 +85.88 +86.38 4.79 4.64 3.00 0.30 0.20 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 1 2 3 4 5 6 7 8 9 1.28 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.52 0.48 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 1.17 25.00 11.05 0.67 15.10 4.79 3.23 S-02 S-02 S-03 P1 P2 P3 P4 P5 P6 P7 P8 195 x 195 x 40 / 20 Sup X: 6#6c/30 Sup Y: 6#6c/30 Inf X: 6#6c/30 Inf Y: 6#6c/30 195 x 195 x 40 / 20 Sup X: 6#6c/30 Sup Y: 6#6c/30 Inf X: 6#6c/30 Inf Y: 6#6c/30 145 x 145 x 30 / 20 Sup X: 5#6c/30 Sup Y: 5#6c/30 Inf X: 5#6c/30 Inf Y: 5#6c/30 145 x 145 x 30 / 20 Sup X: 5#6c/30 Sup Y: 5#6c/30 Inf X: 5#6c/30 Inf Y: 5#6c/30 145 x 145 x 30 / 20 Sup X: 5#6c/30 Sup Y: 5#6c/30 Inf X: 5#6c/30 Inf Y: 5#6c/30 145 x 145 x 30 / 20 Sup X: 5#6c/30 Sup Y: 5#6c/30 Inf X: 5#6c/30 Inf Y: 5#6c/30 195 x 195 x 40 / 20 Sup X: 6#6c/30 Sup Y: 6#6c/30 Inf X: 6#6c/30 Inf Y: 6#6c/30 195 x 195 x 40 / 20 Sup X: 6#6c/30 Sup Y: 6#6c/30 Inf X: 6#6c/30 Inf Y: 6#6c/30 6#5 (30+30+51) 8#4 (30+31+41) 8#4 (30+21+41) 8#4 (30+21+41) 8#4 (30+21+41) 8#4 (30+21+41) 6#5 (30+30+51) 8#4 (30+31+41) Arranques ndxx(aa+bb+cc) aa bb cc CUADRO DE ELEMENTOS DE CIMENTACIÓN Referencias Dimensiones (cm) Canto (cm) Armado inf. X Armado inf. Y Armado sup. X Armado sup. Y P1, P4, P5 y P8 195x195 40 / 20 6#6c/30 6#6c/30 6#6c/30 6#6c/30 P2, P3, P6 y P7 145x145 30 / 20 5#6c/30 5#6c/30 5#6c/30 5#6c/30 Resumen Acero Planta Baja Despiece cimentación Long. total (m) Peso+10% (kg) fy = 4200 #2 25.9 7 #4 43.8 48 #5 13.0 22 #6 419.7 1026 1103 Total Planta Baja Despiece cimentación Concreto: f'c=200 Escala: 1:100 Elemento Pos. Diám. No. Long. (cm) Total (cm) fy = 4200 (kg) P1=P8 1 #6 6 259 1554 34.5 2 #6 6 259 1554 34.5 3 #6 6 VAR. 1572 34.9 4 #6 6 VAR. 1572 34.9 5 #5 6 108 648 10.1 6 #2 3 108 324 0.8 164.7 329.4 Total+10%: (x2): P2=P3=P6=P7 7 #6 5 211 1055 23.4 8 #6 5 211 1055 23.4 9 #6 5 VAR. 1065 23.7 10 #6 5 VAR. 1065 23.7 11 #4 8 88 704 7.0 12 #2 3 108 324 0.8 112.2 448.8 Total+10%: (x4): P1 y P8 32 32 6 6P1#6c/30 L=259 6 72 32 32 72 6P3#6c/30 L=260-264 75 23 23 75 20 20 P1 36 36 6P2#6c/30 L=259 73 73 36 36 6P4#6c/30 L=260-264 75 23 23 75 40 P1 195 195 30 6P5#5 L=108 3P6#2 L=108 30 6 35 P1 P2, P3, P6 y P7 34 34 5 5P7#6c/30 L=211 5 46 34 34 46 5P9#6c/30 L=212-213 50 23 23 50 20 10 P2 38 38 5P8#6c/30 L=211 46 46 38 38 5P10#6c/30 L=212-213 50 23 23 50 30 P2 145 145 30 8P11#4 L=88 3P12#2 L=108 30 6 35 P2 P4=P5 1 #6 6 259 1554 34.5 2 #6 6 259 1554 34.5 3 #6 6 VAR. 1572 34.9 4 #6 6 VAR. 1572 34.9 5 #4 8 98 784 7.8 6 #2 3 108 324 0.8 162.1 324.2 Total+10%: (x2): P4 y P5 32 32 6 6P1#6c/30 L=259 6 72 32 32 72 6P3#6c/30 L=260-264 75 23 23 75 20 20 P4 36 36 6P2#6c/30 L=259 73 73 36 36 6P4#6c/30 L=260-264 75 23 23 75 40 P4 195 195 30 8P5#4 L=98 3P6#2 L=108 30 6 35 P4 15x30 15x30 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 15x30 PORTICO 1 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 10x20 P1 P2 P3 P4 P5 P6 P7 P8 Elemento Pos. Diám. No. Long. (cm) Total (cm) fy = 4200 (kg) Pórtico 1 1 #3 4 770 3080 17.2 2 #3 2 350 700 3.9 3 #3 2 215 430 2.4 4 #3 2 1200 2400 13.4 5 #3 2 390 780 4.3 6 #3 2 240 480 2.7 7 #4 4 245 980 9.8 8 #3 4 155 620 3.5 9 #2 129 93 11997 30.3 96.3 Total+10%: Pórtico 2 10 #3 2 1020 2040 11.4 11 #3 2 810 1620 9.0 12 #3 2 295 590 3.3 13 #3 1 195 195 1.1 14 #3 2 1200 2400 13.4 15 #3 2 390 780 4.3 16 #3 2 240 480 2.7 17 #3 4 225 900 5.0 18 #3 4 150 600 3.3 19 #2 129 93 11997 30.3 92.2 Total+10%: Pórtico 3=Pórtico 13=Pórtico 23 Pórtico 33 20 #3 2 827 1654 9.2 21 #3 2 827 1654 9.2 22 #2 95 63 5985 15.1 36.9 147.6 Total+10%: (x4): P1=P8 23 #5 6 325 1950 30.3 24 #5 6 111 666 10.4 25 #3 26 107 2782 15.5 61.8 123.6 Total+10%: (x2): P2 26 #4 8 315 2520 25.1 27 #4 8 92 736 7.3 28 #3 27 107 2889 16.1 53.4 Total+10%: P3 29 #4 8 315 2520 25.1 30 #4 8 92 736 7.3 31 #3 27 107 2889 16.1 53.4 Total+10%: P4 32 #4 8 315 2520 25.1 33 #4 8 102 816 8.1 34 #3 27 107 2889 16.1 54.2 Total+10%: #2: 603.3 #3: 877.80 #4: 226.2 #5: 89.6 Total: 1796.9 123 500 500 500 122 P1 P2 P3 P4 2P1#3 L=770 11 2P1#3 L=770 11 2P2#3 L=350 1P3#3 L=215 1P3#3 L=215 2P4#3 L=1200 2P5#3 L=390 11 2P6#3 L=240 11 1P7#4 L=245 1P7#4 L=245 2ªcapa 2P7#4 L=245 1P8#3 L=155 1P8#3 L=155 2ªcapa 1P8#3 L=155 1P8#3 L=155 2ªcapa 276 120 125 120 125 45 110 45 110 120 125 45 110 45 110 9x 1eP9#2 c/13 37x1eP9#2c/13 37x1eP9#2c/13 37x1eP9#2c/13 9x 1eP9#2 c/13 2 105 16 16 469 16 16 469 16 16 469 16 16 105 2 15x30 15x30 15x30 15x30 15x30 26 11 30 15 26 11 30 15 26 11 30 15 26 11 30 15 26 11 30 15 Pórtico 1 SUPERIOR INFERIOR Estribos 123 500 500 500 123 P5 P6 P7 P8 2P10#3 L=1020 11 2P11#3 L=810 11 1P12#3 L=295 1P12#3 L=295 1P13#3 L=195 2P14#3 L=1200 2P15#3 L=390 11 2P16#3 L=240 11 1P17#3 L=225 1P17#3 L=225 2ªcapa 2P17#3 L=225 1P18#3 L=150 1P18#3 L=150 2ªcapa 1P18#3 L=150 1P18#3 L=150 2ªcapa 276 121 110 115 110 115 40 110 40 110 110 115 40 110 40 110 9x 1eP19#2 c/13 37x1eP19#2c/13 37x1eP19#2c/13 37x1eP19#2c/13 9x 1eP19#2 c/13 2 105 16 16 469 16 16 469 16 16 469 16 16 105 2 15x30 15x30 15x30 15x30 15x30 26 11 30 15 26 11 30 15 26 11 30 15 26 11 30 15 26 11 30 15 Pórtico 2 SUPERIOR INFERIOR Estribos 172 464 173 P8 P7 P6 P5 P4 P3 P2 P1 2P20#3 L=827 11 11 2P21#3 L=827 11 11 20x1eP22#2 c/8 55x1eP22#2c/8 20x1eP22#2 c/8 2 155 16 16 433 16 16 155 2 10x20 10x20 10x20 16 7 20 10 16 7 20 10 16 7 20 10 Pórtico 3 Pórtico 13 Pórtico 23 Pórtico 33 SUPERIOR INFERIOR Estribos 35 6P23#5 L=325 6P24#5 L=111 30 26P25#3 L=107 Pos. Diám. No. Long. (cm) Total (cm) x 2 (cm) 23 #5 6 325 1950 3900 24 #5 6 111 666 1332 25 #3 26 107 2782 5564 0.00 +3.00 6P23#5 L=325 51 6P24#5 L=111 P25c/9 7 #3 P25c/18 8 #3 P25c/9 11 #3 P1=P8 Resumen Acero Pilares Long. total (m) Peso+10% (kg) fy = 4200 #3 229.0 140 #4 197.0 216 #5 52.3 89 445 Total 35 8P26#4 L=315 8P27#4 L=92 30 27P28#3 L=107 Pos. Diám. No. Long. (cm) Total (cm) 26 #4 8 315 2520 27 #4 8 92 736 28 #3 27 107 2889 0.00 +3.00 8P26#4 L=315 41 8P27#4 L=92 P28c/8 8 #3 P28c/17 8 #3 P28c/8 11 #3 P2 35 8P29#4 L=315 8P30#4 L=92 30 27P31#3 L=107 Pos. Diám. No. Long. (cm) Total (cm) 29 #4 8 315 2520 30 #4 8 92 736 31 #3 27 107 2889 0.00 +3.00 8P29#4 L=315 41 8P30#4 L=92 P31c/8 8 #3 P31c/17 8 #3 P31c/8 11 #3 P3 35 8P32#4 L=315 8P33#4 L=102 30 27P34#3 L=107 Pos. Diám. No. Long. (cm) Total (cm) 32 #4 8 315 2520 33 #4 8 102 816 34 #3 27 107 2889 0.00 +3.00 8P32#4 L=315 41 8P33#4 L=102 P34c/8 8 #3 P34c/17 8 #3 P34c/8 11 #3 P4 Pórtico 4=Pórtico 5=Pórtico 6 Pórtico 7=Pórtico 8=Pórtico 9 Pórtico 10=Pórtico 11=Pórtico 12 Pórtico 14=Pórtico 15=Pórtico 16 Pórtico 17=Pórtico 18=Pórtico 19 Pórtico 20=Pórtico 21=Pórtico 22 Pórtico 24=Pórtico 25=Pórtico 26 Pórtico 27=Pórtico 28=Pórtico 29 Pórtico 30=Pórtico 31=Pórtico 32 1 #3 2 827 1654 9.2 2 #3 2 827 1654 9.2 3 #2 99 63 6237 15.8 37.6 1015.2 Total+10%: (x27): Pórtico 4 Pórtico 5 Pórtico 6 Pórtico 7 Pórtico 8 Pórtico 9 Pórtico 10 Pórtico 11 Pórtico 12 Pórtico 14 Pórtico 15 Pórtico 16 Pórtico 17 Pórtico 18 Pórtico 19 Pórtico 20 Pórtico 21 Pórtico 22 Pórtico 24 Pórtico 25 Pórtico 26 Pórtico 27 Pórtico 28 Pórtico 29 Pórtico 30 Pórtico 31 Pórtico 32 P5 1 #4 8 315 2520 25.1 2 #4 8 102 816 8.1 3 #3 27 107 2889 16.1 54.2 Total+10%: P6=P7 4 #4 8 315 2520 25.1 5 #4 8 92 736 7.3 6 #3 27 107 2889 16.1 53.4 106.8 Total+10%: (x2): 35 8P1#4 L=315 8P2#4 L=102 30 27P3#3 L=107 Pos. Diám. No. Long. (cm) Total (cm) 1 #4 8 315 2520 2 #4 8 102 816 3 #3 27 107 2889 0.00 +3.00 8P1#4 L=315 41 8P2#4 L=102 P3c/8 8 #3 P3c/17 8 #3 P3c/8 11 #3 P5 Pilares que terminan en Cubierta Concreto: f'c=200 Acero: fy = 4200 Escala: 1:100 35 8P4#4 L=315 8P5#4 L=92 30 27P6#3 L=107 Pos. Diám. No. Long. (cm) Total (cm) x 2 (cm) 4 #4 8 315 2520 5040 5 #4 8 92 736 1472 6 #3 27 107 2889 5778 0.00 +3.00 8P4#4 L=315 41 8P5#4 L=92 P6c/8 8 #3 P6c/17 8 #3 P6c/8 11 #3 P6=P7 5 5 5 5 NORTE MACRO- LOCALIZACION mts. ACOT. ESCALA: CLAVE: 1:100 2da. ETAPA DE LA CONSTRUCCION UBICACION: FECHA: PROYECTÓ: Vo. Bo. PRESIDENTE OBRA: PERGOLA DIBUJÓ: RESUMEN DE ACERO EN ZAPATAS RESUMEN DE ACERO EN VIGAS Y COLUMNAS RESUMEN DE ACERO EN COLUMNAS PORTICO 2 PORTICO 3 PORTICO 4 PORTICO 5 PORTICO 6 PORTICO 7 PORTICO 8 PORTICO 9 PORTICO 10 PORTICO 11 PORTICO 12 PORTICO 13 PORTICO 14 PORTICO 15 PORTICO 16 PORTICO 17 PORTICO 18 PORTICO 19 PORTICO 20 PORTICO 21 PORTICO 22 PORTICO 23 PORTICO 24 PORTICO 25 PORTICO 26 PORTICO 27 PORTICO 28 PORTICO 29 PORTICO 30 PORTICO 31 PORTICO 32 PORTICO 33 15x30 5 5 5 5 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.52 0.48 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 0.50 15.10 1.28 PLANTA ARQUITECTONICA PLANTA DE CIMENTACION PLANTA ESTRUCTURAL CORTE S-02 CORTE S-03 DETALLES DE ZAPATAS DETALLES DE COLUMNAS DETALLES DE VIGAS Y EQUIPAMIENTO DE UNIDAD DEPORTIVA 1.17 5 8.10 5 8.10 ARRANQUES DE COLUMNA ARRANQUES DE COLUMNA ARRANQUES DE COLUMNA

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, based, beams, béton armé, columns, concrete, details, DWG, formwork, general, pergola, plan, rectangular, reinforced concrete, schalung, stahlbeton, structural