Sport Slab With A Metal Roof DWG Block for AutoCAD

PATIO OR SLAB SPORTS TRAINING WITH ROOF (metal trusses and coverage)

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

exterior, interior, high density, column, finished, plastic foam, microporous rubber, finished column, solid slab, bosch, mabe, level tag, p. of arq enrique guerrero hernández., p. of arq Adriana. rosemary arguelles., p. of arq francisco espitia ramos., p. of arq hugo suárez ramírez., timpano, ele, tag, sec, mat.gran., flooring, mat. large, foundation, ssl, ffl, adoquin floor, coarse sand, granular base, note, compacted natural soil, rubbed concrete floor, asphalt joint, stirrups, steel, type, concrete, quantity, bxd, ​​dimension, metal strap, fixing cover, metal bracket, rubbed cement floor, technical specifications, columns – pedestal, simple concrete, screed, coating, footings, standards, soil, bearing capacity, concrete floor, gutters, sidewalks and sardine, df min., seismic parameters, min, shoe frame, ax, amount of steel along the axis a, connection with shoe, amount of steel along the b axis, welding, electric, light coverage, fastening cover – strap, metal strap, basement murete

Raw text data extracted from CAD file:

C-05 C-05 C-05 C-05 V.C. (0.25×0.90) V.C. (0.25×0.90) C-03 C-04 C-04 C-04 C-05 \A1;.025 EXTERIOR INTERIOR Esc. S/E 5 ALTA DENSIDAD COLUMNA ACABADA (C-1; C-2) ESPUMA PLASTICA L=12cm x 1″ DE e=1″ JEBE MICROPOROSO \ODETALLE: JUNTA ANTISISMICA Columna Acabada 2 Ø 3/8″ .15 0.1493871861742946 \L\ODETALLE ALERO ESCALA 1/25 5 5 1d3/8″ 1d3/8″ \A1;0.150 \L\ODETALLE LOSA MACIZA e=0.15m ESCALA 1/25 Asrt: Ø3/8”@.25 A(-): Ø3/8”@.15 A(+): Ø3/8”@.25 0.1500000000000909 \A1;.15 \A1;.15 \A1;.45 \A1;.25 \A1;.25 \A1;.30 \A1;.25 \A1;.25 \A1;.45 \A1;.25 \A1;.90 \A1;.25 \A1;.30 \A1;.30 \A1;.25 \A1;.25 5 5 5 5 5 5 5 0.2999999999999545 0.25 0.25 0.2499999999990905 5 5 0.298306706639778 0.2983062706312012 0.4500000000000455 0.25 0.25 0.2999999999999545 0.25 0.25 0.4500000000000455 0.25 0.900000000000091 0.25 5 0.1500000040978193 0.2499999999990905 5 5 5 5 5 5 5 0.6000000000008185 5 5 5 5 5 5 5 0.6000000000012733 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.599999999999909 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LOSA MACIZA CORREA DE MADERA 2″X2″ ANGULO DE 2″X2″X3″ E=1/8″ TIRAFON 1/4″X2″+ TARUGO \A1;TIRAFON DE 1/4″X3\S1/2;”+CAPUCHON \A1;CALAMINA PVC \A1;1.10m.X1.83m.X4mm. 5 5 2d5/8″ 2d5/8″ 0.4100000000000819 BOSCH mabe BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH BOSCH mabe mabe mabe mabe mabe mabe LEVEL TAG LEVEL TAG 5 5 P. de Arq. Enrique Guerrero Hernández. P. de Arq. Adrian A. Romero Arguelles. P. de Arq. Francisco Espitia Ramos. P. de Arq. Hugo Suárez Ramírez. \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0;\H1.8985; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0;\H1.8985; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0;\H1.8985; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \fVerdana|b0|i0; \A1;.60 \A1;.25 \A1;.60 \A1;.15 \A1;.10 \A1;.05 \A1;.10 \A1;.10 \A1;.60 \A1;.20 \A1;.15 \A1;.40 \A1;.10 \A1;.05 \A1;.10 \A1;.10 \A1;.50 \A1;.90 \A1;.10 \A1;.20 \A1;1.50 \A1;.25 \A1;.60 \A1;.60 \A1;.05 \A1;.10 \A1;.10 \A1;.50 \A1;.90 \A1;.10 \A1;.20 \A1;.60 \A1;.10 \A1;.15 \A1;.50 \A1;.90 \A1;.10 \A1;.20 \A1;1.55 \A1;.10 \A1;.15 \A1;.50 \A1;.90 \A1;.10 \A1;.20 \A1;1.55 \A1;.10 \A1;.10 \A1;.15 \A1;.50 \A1;.90 \A1;.10 \A1;.20 \A1;1.55 \A1;0.41 \A1;0.47 \A1;0.25 \A1;0.40 \A1;0.10 \A1;.50 \A1;.25 \A1;.55 \A1;.25 \A1;.25 \A1;.30 \A1;.25 \A1;.25 \A1;.30 \A1;.25 \A1;.15 \A1;.15 \A1;.15 \A1;1.00 \A1;1.00 \A1;.25 \A1;7.00 \A1;.25 \A1;1.00 \A1;.25 \A1;2.60 \A1;.25 \A1;4.10 \A1;.25 \A1;4.10 \A1;.25 \A1;1.00 \L\OLOSA MACIZA – AULA 01 Y 02 ESCALA 1/50 C-01 C-02 C-02 C-01 C-03 C-03 C-01 C-02 C-02 C-01 -1133.162435437876 -1133.162435437876 V.P. 102 (0.25×0.25) + V.P. 103 (0.25X.30) V.P. 101 (0.25×0.45) TIMPANO V.P. 102 (0.25×0.25) + V.P. 103 (0.25X.30) TIMPANO ALERO (0.10×0.40) ALERO (0.10×0.40) ALERO (0.10×0.40) ALERO (0.10×0.40) -1133.162435437876 -1133.162435437876 -1133.162435437876 -1133.162435437876 -1133.162435437876 -1133.162435437876 -1133.162435437876 -1133.162435437876 -1133.162435437876 -1133.162435437876 -1133.162435437876 -1133.162435437876 V.S (0.25×0.45) V.S (0.25×0.45) Ø3/8”@.15 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 G E F L-1 L-2 1 2 3 4 Ø3/8”@.25 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 Ø3/8”@.15 Ø3/8”@.25 V.P. 102 (0.25×0.25) + V.P. 103 (0.25X.30) TIMPANO C-03 \A1;.15 \A1;.15 ELE TAG SEC \A1;.10 \A1;.15 \A1;.20 \A1;.90 \A1;.10 \A1;.20 \A1;1.25 \A1;.10 \A1;.25 \A1;.60 \A1;.15 \A1;.60 \A1;.55 \A1;.10 \A1;.15 \A1;.20 \A1;.90 \A1;.10 \A1;.20 \A1;1.25 \A1;.60 \A1;.05 \A1;.10 \A1;.10 \A1;.20 \A1;.90 \A1;.10 \A1;.20 \A1;.60 \A1;.10 \A1;.05 \A1;.10 \A1;.10 \A1;.20 \A1;.90 \A1;.10 \A1;.20 \A1;1.20 \A1;.25 \A1;.60 \A1;.35 \A1;.55 0.2499999999990905 0.0999999999999091 0.1500000472601641 0.1976740795860081 0.9023258731538135 0.0999999999999091 0.2000000000000455 1.249999999999986 0.6000000000008185 0.0999999999999091 0.546048739393342 4d5/8″ 4d5/8″ 2d1/2″ MAT.GRAN. SOLADO 5 5 5 5 .10 5 0.6000000000012733 5 5 5 5 4d5/8″ 4d5/8″ 2d1/2″ MAT.GRAN. SOLADO 0.3499999999999091 MAT. GRAN. CIMIENTO CORRIDO 0.0999999999987722 0.1500000000000909 0.2000000000011966 0.8999999999998636 0.1000000000001364 0.1999999999989086 0.599999999999909 1.250000000001151 4d5/8″ 4d5/8″ 2d1/2″ MAT.GRAN. SOLADO 0.0500000000001819 0.0999999999999091 0.1000003213559921 0.1999996786439766 0.900000000000091 0.0999999999999091 0.199999999999136 0.6000000000003638 4d5/8″ 4d5/8″ 2d1/2″ MAT.GRAN. SOLADO 0.2499999999990905 0.1000000000010459 0.0499999999999545 0.0999999999999091 0.1000003213562195 0.1999996786417171 0.900000000000091 0.1000000000010459 0.1999999999989086 1.199999999998028 0.599999999999909 0.546048739393342 4d5/8″ 4d5/8″ 2d1/2″ MAT.GRAN. SOLADO \A1;.15 \A1;.20 \A1;.90 \A1;.10 \A1;.20 \A1;1.25 \A1;.10 \A1;.10 \A1;.55 SSL FFL \A1;.06 \A1;.50 \A1;.10 \A1;1.46 \A1;.50 \A1;.40 \A1;.40 0.3999999999999986 0.4000000000000057 \A1;1.46 \A1;.50 \A1;.50 \A1;.10 0.0599999999999987 5 5 0.5 0.1000000000000014 5 PISO ADOQUIN AREANA GRUESA AFIRMADO A-2-4 Df=<> SOLADO 1.459999999999994 0.5 BASE GRANULAR 0.0599999999999987 5 0.8000000000000007 0.5 0.1000000000000014 5 PISO ADOQUIN AREANA GRUESA BASE GRANULAR Df=<> SOLADO 1.459999999999994 0.5 PISO ADOQUIN AREANA GRUESA AFIRMADO A-2-4 BASE GRANULAR AFIRMADO A-2-4 \A1;.800 \A1;.15 \A1;.05 \A1;Df=1.50 NOTA NOTA ESC.: 1/100 \A1;1.30 \A1;1.97 \A1;1.30 \A1;1.97 \A1;1.30 \A1;1.97 \A1;1.30 \A1;1.97 \A1;1.30 \A1;1.97 \A1;1.30 \A1;3.27 \A1;3.27 \A1;3.27 \A1;3.27 \A1;3.27 \A1;1.30 \A1;11.04 \A1;1.30 \A1;12.34 \A1;.50 \A1;11.84 \A1;.50 \A1;12.84 \A1;.50 \A1;2.77 \A1;.50 \A1;2.77 \A1;.50 \A1;2.77 \A1;.50 \A1;2.77 \A1;.50 \A1;2.77 \A1;.50 \A1;16.85 BRUÑA 1cm x 1cm c/1.50mt.(max) \A1;.125 \A1;.50 \A1;.10 \A1;1.525 \A1;.50 \A1;.06 \A1;.15 \A1;.05 \A1;Df=1.50 \A1;.800 0.125 5 5 0.5 0.1000000000000014 CONCRETO fc=175kg/cm2 AFIRMADO A-2-4 Df=<> SOLADO 1.524999999999995 0.5 BASE GRANULAR \A1;.15 \A1;Df=1.50 \A1;.850 \A1;.50 \A1;.50 0.5 0.5000000000000568 CORTE 1-1 5 CORTE 2-2 CONCRETO F’c=175kg/cm2 CONCRETO F’c=175kg/cm2 Base granular Afirmado A-2-4 Suelo natural compactado Suelo natural compactado Piso de cemento frotachado Bruña 1cmx1cm Junta Asfáltica Bruña 1cmx1cm Junta Asfáltica \A1;1.525 \A1;.50 \A1;.10 \A1;.05 \A1;.10 \A1;.05 \A1;.24 \A1;.48 \A1;.48 \A1;.48 \A1;.48 \A1;.48 \A1;.49 \A1;.49 \A1;.49 \A1;.49 \A1;.49 \A1;.49 \A1;.49 \A1;.49 \A1;.49 \A1;.49 \A1;.49 \A1;.49 \A1;.49 \A1;.49 \A1;.49 \A1;.49 \A1;.48 \A1;.48 \A1;.48 \A1;.48 \A1;.48 \A1;.24 \A1;.75 \A1;.55 \A1;13.51 \A1;13.23 \A1;.05 \A1;.45 \A1;.05 \A1;.50 \A1;.50 \A1;.05 \A1;.45 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.15 \A1;Df=1.50 \A1;.125 \A1;.850 \A1;.50 \A1;.10 \A1;1.525 \A1;.50 0.125 0.1499999999999986 0.8500000000000014 0.5 0.1000000000000014 CONCRETO fc=175kg/cm2 AFIRMADO A-2-4 5 SOLADO 1.524999999999991 0.5 BASE GRANULAR \A1;1.30 \A1;1.30 \A1;45° \A1;.17 \A1;.17 \A1;.50 \A1;.17 \A1;.17 \A1;.17 \A1;.50 \A1;.06 \A1;.19 \A1;.19 \A1;.19 \A1;.19 \A1;.17 \A1;.06 \A1;.06 \A1;.06 \A1;.05 \A1;.075 \A1;.025 \A1;.175 \A1;.075 \A1;.25 \A1;.025 \A1;.175 \A1;.075 \A1;.24 \A1;.05 \A1;.075 \A1;e=5/16″ \A1;10″ \A1;10″ \A1;.50 \A1;.85 \A1;.15 \A1;.125 \A1;.40 \A1;.025 \A1;4.60 \A1;Df=1.50m. \A1;4.60 \A1;.025 \A1;.40 \A1;.125 \A1;.15 \A1;.85 \A1;.50 \A1;17.65 \A1;.15 \A1;.15 \A1;.32 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.32 \A1;.05 \A1;.10 \A1;.05 \A1;.45 \A1;.05 \A1;.05 \A1;.25 \A1;.25 \A1;.10 \A1;.05 \A1;.10 \A1;.083 \A1;.083 \A1;.083 \A1;.25 \A1;.56 \A1;.61 \A1;.255 \A1;.03 \A1;.02 \A1;.02 \A1;.04 \A1;.09 \A1;.09 \A1;.04 \A1;.03 \A1;.02 \A1;.01 \A1;.30 \A1;.25 \A1;.10 \A1;.05 \A1;.10 \A1;.045 \A1;.04 \A1;.025 \A1;.084 \A1;.083 \A1;.083 \A1;.025 \A1;.25 \A1;.025 \A1;.025 \A1;.025 \A1;.10 \A1;.10 \A1;13.59 \A1;12.34 \A1;3.27 \A1;.10 \A1;.84 \A1;.84 \A1;.84 \A1;.84 \A1;.10 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.45 \A1;.50 \A1;.45 \A1;.45 \A1;.45 \A1;.84 \A1;.84 \A1;.84 \A1;.68 \A1;.68 \A1;.84 \A1;.84 \A1;.84 \A1;.84 \A1;.84 \A1;.84 \A1;.84 \A1;17.80 \A1;.40 \A1;.10 \A1;.26 \A1;3.27 \A1;3.27 \A1;3.27 \A1;3.27 \A1;.40 \A1;.40 \A1;.40 \A1;.30 \A1;.50 6 A 5 4 3 2 1 B 6 5 4 3 2 1 A B 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 ZP-01 hz=0.50m P-02 ZP-01 hz=0.50m P-02 ZP-01 hz=0.50m P-02 ZP-01 hz=0.50m P-02 ZP-01 hz=0.50m P-02 ZP-01 hz=0.50m P-02 ZP-01 hz=0.50m P-02 ZP-01 hz=0.50m P-02 ZP-01 hz=0.50m P-02 ZP-01 hz=0.50m P-02 ZP-01 hz=0.50m P-02 ZP-01 hz=0.50m P-02 \L\OCIMENTACION – LOSA TECHADA ESCALA 1/50 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 NPT +823.15m. \W0.90000x;CARTELA METÁLICA \W4.14278; \W0.90000x; CM-04 \W0.90000x;GROUT \W0.90000x;COLUMNA METÁLICA \W0.90000x;(C-02) (TS 10″x10″x5/16″) \W0.90000x;PEDESTAL P-02 \L\ODETALLE DE ANCLAJE ESCALA 1/25 \W7.66315; \W0.90000x;8Ø3/4″ LISO \W8.96598; \W0.90000x;L=1.35m. \W7.55812; \W0.90000x;TUERCA DE \W8.47823; \W0.90000x; ANCLAJE P – 01 f’c = 210 Kg/cm² 1 @ 0.05, Resto @ 0.10 \A1;4 Ø 1″+ 4 \H0.75002x;Ø\H1.3333x; 3/4″ \A1;12 Und. 2d1″+1d3/4″ \A1;(ESC. 1:25) \A1;d \S3#8;\H1.429x;” \A1;2 \A1;0.50m x 0.50m ESTRIBOS ACERO TIPO CONCRETO CANTIDAD b x d DIMENSION 2d1″+1d3/4″ 2d3/4″ N.P.T=823.15 CONCRETO fc=175kg/cm2 AFIRMADO A-2-4 SOLADO 5 5 BASE GRANULAR \L\OPÓRTICO COLUMNA Y VIGA METÁLICA – LOSA TECHADA ESCALA 1/25 SOLADO CONCRETO fc=175kg/cm2 AFIRMADO A-2-4 BASE GRANULAR N.P.T=823.15 N.P.T=823.15 \A1;RADIO=29.09 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 .55 5 5 \W8.87909; \W0.90000x;CUMBRERA ONDULADA \W9.60718; \W0.90000x;OPACA COLOR ROJO COBERTURA LIVIANA MIXTA (OPACA Y TRANSLUCIDA) \W7.77869; Brida Superior \W9.63577; (TS 2″X2″X3/16″) Correa Metalica (CRM-02) Fijación Cobertura Ver Det. 01 \W8.19870; Montantes y Diagonales \W7.99052; (TS 2″X2″X3/16″) CARTELA METÁLICA FIJA (CM-05) CARTELA METÁLICA MÓVIL (CM-06) \W9.33164; CANALETA ZING \W7.51838; GALVANIZADA \W9.32588; \W0.90000x;Ø 6″ e=1/64″ CANALETA ZING GALVANIZADA \W0.90000x;Ø 6″ e=1/64″ Brida Inferior (TS 2″X2″X3/16″) C C 5 5 5 5 5 5 5 5 5 5 5 PISO DE CEMENTO FROTACHADO ESPECIFICACIONES TÉCNICAS \C3;CONCRETO ARMADO Columnas – Pedestal : f’c=210kg/cm² CONCRETO SIMPLE Solado : f’c=100kg/cm² RECUBRIMIENTO : 4.00cm. : 7.50cm. Columnas – Pedestal Zapatas NORMAS SUELO : 0.81 kg/cm² Capacidad Portante Zapatas : f’c=210kg/cm² Piso concreto : f’c=175kg/cm² Cunetas : f’c=140kg/cm² Veredas y Sardineles : f’c=140kg/cm² : 1.50 m Df min. PARAMETROS SISMICOS : Z : U 0.30 1.50 : S 1.20 : Tp 0.60 \L\OELEVACIÓN CIMENTACION ESCALA 1/25 ZP-01 hz=0.50m \W0.90000x;COLUMNA METÁLICA \W0.90000x;(C-02) (TS 10″x10″x5/16″) \W0.90000x;CARTELA METÁLICA \W4.14278; \W0.90000x; CM-04 \W0.90000x;PEDESTAL P-02 \W7.44536; \W0.90000x;4Ø1″+4Ø3/4″ N.P.T=823.15 Ø1/2”@.15 L L R d 7.5cm. L 15cm. R 2.0cm. 3.0cm. min 1/4″ 3/8″ \W0.96445; DETALLES DE ESTRIBOSDE ESTRIBOS CUADRO DE ZAPATAS A x B Cantidad de acero a lo largo del eje A Z-01 TIPO Conexión con Zapata 1.30 X 1.30 Cantidad de acero a lo largo del eje B hz 0.50 m 09 \fArial Narrow|b0|i1|c161|p34;\U+00D8 \fArial Narrow|b0|i1|c0|p34;1\fArial Narrow|b0|i1|c161|p34;/\fArial Narrow|b0|i1|c0|p34;2\fArial Narrow|b0|i1|c161|p34;” @.\fArial Narrow|b0|i1|c0|p34;15 09 \fArial Narrow|b0|i1|c161|p34;\U+00D8 \fArial Narrow|b0|i1|c0|p34;1\fArial Narrow|b0|i1|c161|p34;/\fArial Narrow|b0|i1|c0|p34;2\fArial Narrow|b0|i1|c161|p34;” @.\fArial Narrow|b0|i1|c0|p34;15 5 5 \A1;A \A1;B 09 \fArial Narrow|b0|i1|c161|p34;\U+00D8 \fArial Narrow|b0|i1|c0|p34;1\fArial Narrow|b0|i1|c161|p34;/\fArial Narrow|b0|i1|c0|p34;2\fArial Narrow|b0|i1|c161|p34;” @.\fArial Narrow|b0|i1|c0|p34;18 09 1\fArial Narrow|b0|i1|c161|p34;/\fArial Narrow|b0|i1|c0|p34;2\fArial Narrow|b0|i1|c161|p34;” @.\fArial Narrow|b0|i1|c0|p34;18 \L\OPLANTA CARTELA METÁLICA CM-04 ESCALA 1/10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.90000x;2TUERCA+ CONTRATUERCA Ø\W0.90000x; 3/4″ \W0.90000x;COLUMNA METÁLICA \W0.90000x;(C-02) (TS 10″x10″x5/16″) \W0.90000x;CARTELA METÁLICA \W4.34896; \W0.90000x; e=3/8″ \L\OELEVACIÓN CARTELA METÁLICA CM-04 ESCALA 1/10 5 5 5 5 5 5 5 5 5 5 5 5 \W0.90000x;PEDESTAL P-02 \W0.90000x;TUERCA DE \W0.90000x;REGULACIÓN \W0.90000x;PL. 0.50×0.50×5/8″ \W0.90000x;COLUMNA METÁLICA \W0.90000x;(C-02) (TS 10″x10″x5/16″) \W0.90000x;PL. e=3/8″ \W0.90000x;CARTELA \W0.90000x;8Ø3/4″ LISO \W0.98083; \W0.90000x;TUERCA+CONTRATUERCA Ø\W0.90000x; \W0.98083; \W0.90000x;3/4″ \W0.90000x;GROUT \L\OCOLUMNA METALICA C-02 ESCALA 1/10 e=5/16″ 10″ 10″ 5 5 5 5 5 5 5 Df=1.50m. 5 5 5 5 5 5 5 \L\OCORREA METÁLICA (CRM-02) ESCALA 1/25 D D D D 5 \A1;Tubo Cuadrado de \A1; 1”X1″ e=2mm \A1;Tubo Cuadrado de \A1; 1”X1″ e=2mm \A1;Tubo Cuadrado de \A1; 1”X1″ e=2mm 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 A1 – 1/25 \L\OPLANTA CARTELA METÁLICA MÓVIL (CM-06) ESCALA 1/10 \L\OPLANTA CARTELA METÁLICA FIJA (CM-05) ESCALA 1/10 5 5 5 5 \W7.57347; Tubo Cuadrado \W9.63577; (TS 2″X2″X3/16″) \L\OCORTE C-C ESCALA 1/10 \A1;Tubo Cuadrado de \A1; 1”X1″ e=2mm \L\OCORTE D-D ESCALA 1/10 \W9.03869; Brida Superior Viga \W9.63577; (TS 2″X2″X3/16″) \W9.31381; Correa \W8.91143; Metálica Ángulo Metálico 4″x2″x3/16″ 5 5 Soldadura eléctrica \L\ODETALLE UNIÓN CORREA – VIGA ESCALA 1/5 \L\ODETALLE 01 ESCALA 1/5 \W7.54609; Espárrago galv. \W7.95895; contuerca \W0.90000x;Ø 3/16″ Long=5″ \W9.31381; Correa \W8.91143; Metálica Cobertura liviana \W8.65047; Capuchón \W8.91110; Arandela \W8.60666; base boya FIJACIÓN COBERTURA – CORREA \W8.09879; \W0.90000x;PL. 0.25×0.25×1/2″ \W9.45017; \W0.90000x;CARTELA METÁLICA \W8.41931; \W0.90000x;e=3/8″ \W9.75461; \W0.90000x;PERNO+TUERCA Y \W8.12044; \W0.90000x;CONTRATUERCA \W9.93550; Ø\W0.90000x; 5/8″ X2 1/2″ 5 5 5 5 5 5 5 5 \L\OELEVACIÓN LATERAL CARTELA METÁLICA ESCALA 1/10 5 5 5 5 \W9.45017; \W0.90000x;CARTELA METÁLICA \W8.41931; \W0.90000x;e=3/8″ \W8.09879; \W0.90000x;PL. 0.25×0.25×1/2″ \W8.09879; \W0.90000x;PL. 0.25×0.25×1/2″ \W0.9;soldada a columna \W9.75461; \W0.90000x;PERNO+TUERCA Y \W8.03849; \W0.90000x; CONTRATUERCA \W8.48840; Ø\W0.90000x; 5/8″ X4″ \W9.75461; \W0.90000x;PERNO+TUERCA Y \W8.12044; \W0.90000x;CONTRATUERCA \W9.93550; Ø\W0.90000x; 5/8″ X2 1/2″ \W0.90000x;Columna metálica 5 5 5 5 5 5 5 5 5 5 \L\OELEVACIÓN FRONTAL CARTELA METÁLICA ESCALA 1/10 \W9.75461; \W0.90000x;PERNO+TUERCA Y \W8.12044; \W0.90000x;CONTRATUERCA \W9.93550; Ø\W0.90000x; 5/8″ X2 1/2″ \W0.90000x;CARTELA METÁLICA \W0.90000x;e=3/8″ \W9.75461; \W0.90000x;PERNO+TUERCA Y \W8.03849; \W0.90000x; CONTRATUERCA \W8.48840; Ø\W0.90000x; 5/8″ X4″ \W9.75461; \W0.90000x;PERNO+TUERCA Y \W8.12044; \W0.90000x;CONTRATUERCA \W9.93550; Ø\W0.90000x; 5/8″ X2 1/2″ \W8.08657; \W0.90000x;OREJUELA Ø\W0.90000x; 5/8″ 5 5 5 5 5 5 5 5 5 5 5 5 5 \W8.09879; \W0.90000x;PL. 0.25×0.25×1/2″ \W9.45017; \W0.90000x;CARTELA METÁLICA \W8.41931; \W0.90000x;e=3/8″ 5 5 5 5 A1 – 1/50 6 A 5 4 3 2 1 B 6 5 4 3 2 1 A B 5 5 5 5 VIGA METÁLICA (VM-02) VIGA METÁLICA (VM-02) VIGA METÁLICA (VM-02) VIGA METÁLICA (VM-02) VIGA METÁLICA (VM-02) VIGA METÁLICA (VM-02) VIGA METÁLICA (VM-02) VIGA METÁLICA (VM-02) VIGA METÁLICA (VM-02) VIGA METÁLICA (VM-02) VIGA METÁLICA (VM-02) VIGA METÁLICA (VM-02) CORREA METÁLICA CORREA METÁLICA ESPÁRRAGO GALV. CON TUERCA \W0.90000x;Ø 3/16″ ESPÁRRAGO GALV. CON TUERCA \W0.90000x;Ø 3/16″ 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 5 5 5 5 5 5 5 5 5 5 \L\OESTRUCTURA METÁLICA Y COBERTURA – LOSA TECHADA ESCALA 1/50 CORREA METÁLICA CORREA METÁLICA CORREA METÁLICA CORREA METÁLICA CORREA METÁLICA CORREA METÁLICA ESPÁRRAGO GALV. CON TUERCA \W0.90000x;Ø 3/16″ ESPÁRRAGO GALV. CON TUERCA \W0.90000x;Ø 3/16″ ESPÁRRAGO GALV. CON TUERCA \W0.90000x;Ø 3/16″ ESPÁRRAGO GALV. CON TUERCA \W0.90000x;Ø 3/16″ ESPÁRRAGO GALV. CON TUERCA \W0.90000x;Ø 3/16″ ESPÁRRAGO GALV. CON TUERCA \W0.90000x;Ø 3/16″ ESPÁRRAGO GALV. CON TUERCA \W0.90000x;Ø 3/16″ ESPÁRRAGO GALV. CON TUERCA \W0.90000x;Ø 3/16″ 5 5 5 5 CIMENTACION MURETE 5 5