Slab Lightened A Home DWG Detail for AutoCAD

Slab Lightened A Home DWG Detail for AutoCAD

Lightened slab 0.20m; detail of slab and beams of a house

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

diameter, of armor, fold frame, esc, esc., a branch in double joist, simple fold detail of, esc., two branches in bracts, simple fold detail of, overlap rod detail, detail for overlapping splicing for lightened slabs, esc., at least one armor, lower reinforcement, diameter, anyone, upper reinforcement, stripping, steel grade, concrete, columns beams, background of beams slab alig. minimum days, lateral beam slabs ………… minimum hours, armatures …………………….. should not be welded., zapataz zc foundation run monolithically., columns ……………………….. minimum hours., slab lightened plates, slabs cm., ltex main cm., secondary ltex cm., ltex cm., foundation beams, Technical specifications, esc, lightened roof detail, temperature steel, columns in last ceiling, details of anchorages, esc., additional, additional, empty by stairs, double joist, double joist, empty by stairs, double joist, vch, slab, mace, slab, vch, rto., rto., rto., rto., rto., rto., rto., rto., rto., rto., rto., first floor, esc, lightened slab, esc, second floor, lightened slab, esc, third floor, lightened slab, esc, rooftop, double joist detail, double joist, empty by stairs, mace, slab, solid slab, rto., vch

Raw text data extracted from CAD file:

.15 .05 .15 .20 L/2 L/2 .10 .10 .30 .20 .15 .05 .40 .65 .80 .70 .70 .50 .65 .80 .50 .40 .65 .65 .40 .40 .65 .40 .80 .70 .50 .65 .40 .80 .70 .70 .50 4.00 3.88 4.00 3.88 2.38 3.50 3.00 3.50 3.50 3.00 3.50 3.50 3.00 3.50 .40 .40 .65 .65 .40 .65 .40 .65 .65 .40 .80 .70 .70 .50 .65 .80 .50 .40 .50 .70 .70 .80 .40 .65 3.50 3.00 3.50 4.00 3.88 4.00 3.88 2.38 3.50 3.50 2.38 .65 .25 3.13 .25 2.75 .25 3.12 .25 .80 .70 .65 .70 .80 .90 .80 .65 .25 3.13 .25 .50 .50 .25 3.12 .25 .95 3.12 .25 .25 .50 .50 3.12 .25 .25 .95 2.98 2.98 .30 .30 .20 .25 .20 .25 .20 .25 .20 .25 .20 .25 .25 3.63 .25 3.63 .25 1.00 .90 .90 .90 .90 .90 .50 .60 .60 .60 .30 .25 .30 .25 .30 .25 .90 .90 .90 .90 .60 .60 .60 .25 3.63 .25 3.63 .25 1.00 .68 .50 .30 .30 .85 .50 .50 2.20 1.30 .70 .68 2.00 .25 1.95 .30 .30 .25 5.20 .50 .40 .30 .25 .40 .40 .40 .25 .25 .25 .20 .25 .20 .25 .20 .25 .65 .80 1.25 1.60 .25 3.13 .25 6.13 .25 .40 .25 .40 .25 .90 .90 .90 .90 .60 .60 .60 .25 3.63 .25 3.63 .25 2.00 .90 .60 .25 .50 .40 .25 .30 .50 .40 .30 .25 .25 2.00 .25 .30 .30 .30 .30 .65 .65 .40 .40 .40 .50 .80 .65 .50 .70 .70 .80 .40 .65 3.50 3.00 3.50 3.50 3.00 3.50 .65 .40 .80 .70 .70 .50 2.38 3.88 4.00 3.88 4.00 2.38 8.00 1/2 " 20.00 10.00 25.00 5/8 " DIAMETRO 6.00 3/8 " 15.00 DE ARMADURA 4.00 1/4 " D (cm.) L (cm.) 10.00 CUADRO PARA DOBLEZ 5 ESC 1/10 S d 3/8" @.20 1 d 1/2" 5 5 5 L/2 ESC. S/E UNA RAMA EN DOBLE VIGUETA DETALLE DE DOBLEZ SIMPLE DE L=36ø ESC. S/E DOS RAMAS EN ARRIOSTRES DETALLE DE DOBLEZ SIMPLE DE L/2 L=36ø DETALLE DE TRASLAPE DE VARILLAS DETALLE PARA EMPALME TRASLAPADOS PARA VIGAS, LOSAS Y ALIGERADOS m ESC. 1/25 d= 1" ó por lo menos un ø de Armadura L / 4 H L / 3 m L / 4 L / 4 L / 3 m L L / 4 L / 3 REFUERZO INFERIOR V A L O R E S D E m 1" 5/8" 3/4" 1.15 0.50 0.60 DIAMETRO 1/2" 3/8" H CUALQUIERA 0.40 0.40 REFUERZO SUPERIOR H > 0.30 1.00 0.45 0.55 H < 0.30 0.40 0.40 1.30 0.60 0.75 0.50 0.45 F°c = 175 KG/Cm2 F°c = 210 KG/Cm2 F°c = 175 KG/Cm2 DESENCOFRADO ACERO GRADO 60 CONCRETO COLUMNAS Y VIGAS Fondo de vigas y losa alig. ........ 20 dias mìnimo Lateral de vigas y losas ............ 24 horas mìnimo Armaduras .......................... - no deben soldarse. Zapataz Zc y cimiento corrido ( c/c ) Monoliticamente. Columnas ............................. 24 horas mìnimo. LOSA ALIGERADA Y PLACAS LOSAS Y ALIGERADOS= 2.50 cm. \fSwis721 LtEx BT|b0|i0|c0|p34;VIGAS PRINCIPALES = 4.00 cm. \fSwis721 LtEx BT|b0|i0|c0|p34;VIGAS SECUNDARIAS = 3.00 cm. \fSwis721 LtEx BT|b0|i0|c0|p34;COLUMNAS = 2.50 cm. \fSwis721 LtEx BT|b0|i0|c0|p34;ZAPATAS = 7.50 cm. \fSwis721 LtEx BT|b0|i0|c0|p34;ESCALERAS = 2.50 cm. VIGAS DE CIMENTACION F °y = 4 200 KG/Cm2 ESPECIFICACIONES TECNICAS D E E S T R U C T U R A S R E C U B R I M I E N T O S 5 5 5 ESC 1/10 5 5 DETALLE DE TECHO ALIGERADO 5 ACERO DE TEMPERATURA d 1/4" @ 0.25 COLUMNAS EN ULTIMO TECHO DETALLES DE ANCLAJES DE ESC. 1/25 adicional adicionales 5 5 1d1/2"+1d3/8" 1d3/8" 5 5 2d1/2" 1d1/2" 5 5 5 5 5 5 1d3/8" 2d1/2" 1d1/2"+1d3/8" 1d1/2"+1d3/8" 1d3/8" 5 5 5 5 1d1/2"+1d3/8" 5 1d1/2" 2d1/2" 5 5 1d3/8" 1d1/2"+1d3/8" 5 5 1d1/2" 3 4 2 1 5 5 1d1/2" 2d1/2" 5 5 1d3/8" 1d1/2"+1d3/8" 5 5 1d1/2"+1d3/8" VACIO POR ESCALERA S/C = 250 Kg/m2 VA 102 (.25x.35) VA 103 (.25x.20) VA 101 (.25x.20) VP 101 (.25x.30) VP 102 (.25x.35) VP 103 (.25x.20) (.25x.30) DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA 5 5 5 5 5 5 5 5 5 5 5 C B A C B A 4 3 2 1 1 2 3 4 (.25x.25) VE 101 D VA 104 (.25x.20) (.25x.20) VA 204 D VE 201 (.25x.25) 4 3 2 1 1 2 3 4 A B C 5 5 5 5 5 5 5 5 5 5 5 DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA (.25x.30) VP 204 (.25x.20) VP 203 (.25x.35) VP 202 (.25x.30) VP 201 (.25x.20) VA 201 (.25x.20) VA 203 (.25x.35) VA 202 S/C = 250 Kg/m2 VACIO POR ESCALERA 1d1/2"+1d3/8" 5 5 1d1/2"+1d3/8" 1d3/8" 5 5 2d1/2" 1d1/2" 5 5 5 2 4 3 1d1/2" 5 5 1d1/2"+1d3/8" 1d3/8" 5 1d1/2" 5 1d1/2"+1d3/8" 5 5 5 5 1d3/8" 1d1/2"+1d3/8" 1d1/2"+1d3/8" 2d1/2" 1d3/8" 5 5 5 5 5 5 1d1/2" 2d1/2" 5 5 1d3/8" 1d1/2"+1d3/8" 5 5 1d1/2"+1d3/8" (.25x.20) (.25x.20) DOBLE VIGUETA 5 5 5 C 4 3 3 4 (.25x.20) VCH 404 D VA 404 (.25x.20) LOSA MACISA MACISA LOSA VA 403' VCH 403 1d1/2" 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 1-A 2-A 3-A 4-A 2d5/8" 2d5/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 2d5/8" 2d5/8" 2d5/8" 2d5/8" B B A A A A B B A A B B A A d3/8", 5@.05,3@.10, 1@.15, Rto. @.20 C/ E d3/8", 5@.05,3@.10, 1@.15, Rto. @.20 C/ E d3/8", 5@.05,3@.10, 1@.15, Rto. @.20 C/ E (.25x.20) VA 101,103,201,203,301,303 VA 301,302,303 (.25x.20) d3/8", 5@.05,3@.10, 1@.15, Rto. @.20 C/ E A A A A B B 2d5/8" 2d5/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 2-A 1-A 5 5 5 5 5 5 D D D D E E (.25x.20) VA 204,304 2d1/2" 5 5 2d1/2" C C 2d1/2" 2d1/2" 3-A 5 5 5 4-A 5 4-A 5 5 5 3-A 2d1/2" 5 5 2d1/2" VA 104 (.25x.20) E E D D D D d3/8", 5@.05,3@.10, 1@.15, Rto. @.20 C/ E d3/8", 5@.05,3@.10, 1@.15, Rto. @.20 C/ E 5 2-A 2-A 5 5 5 2d1/2" 2d1/2" 5 2d1/2" 1d1/2" 1d1/2" 5 2d1/2" 2d1/2" 5 5 d3/8", 5@.05,3@.10, 1@.15, Rto. @.20 C/ E (.25x.20) VA 403',404 C C D D E E 5 4 d 5/8" A - A 2 d 1/2" .25 .25 B - B 4 d 5/8" 5 5 C - C .25 6 d 1/2" 6 d 1/2" .25 D - D 5 5 E - E .25 4 d 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2d5/8" 2d5/8" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" A-1 B-1 C-1 d3/8", 5@.05,3@.10, 1@.15, Rto. @.20 C/ E VP 101,201,301 (.25x.30) G G H H G G H H 5 4 d 5/8" G - G 2 d 1/2" .25 5 4 d 5/8" H - H 4 d 1/2" .25 5 4 d 5/8" F - F 2 d 1/2" .25 F F F F H H G G H H G G F F (.25x.35) VP 102,202,302 d3/8", 5@.05,3@.10, 1@.15, Rto. @.20 C/ E C-2 B-2 A-2 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d1/2" 2d5/8" 2d5/8" 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 2d5/8" 2d5/8" 2d5/8" 1d1/2" 1d1/2" 2d5/8" A-3 B-3 C-3 d3/8", 7@.05,5@.10, 3@.15, Rto. @.20 C/ E VP 103,203,303 (.25x.40) I I L L M M M M 5 5 D-3 K K 2d5/8" 5 5 5 5 1d1/2" 1d1/2" 1d1/2" .25 J - J 8 d 5/8" 5 .25 L - L 6 d 5/8" 5 .25 K - K 6 d 5/8" 5 J J 2d5/8" 2d5/8" 5 6 d 5/8" I - I .25 .25 M - M 4 d 5/8" 5 1 d 1/2" N N 1 d 1/2" 5 4 d 5/8" N - N .25 (.25x.20) (.25x.40) VA-102,202 VA 102,202,303 (.25x.20) d3/8", 7@.05,5@.10, 3@.15, Rto. @.20 C/ E d3/8", 5@.05,3@.10, 1@.15, Rto. @.20 C/ E O O P P A A O O B B 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 2d5/8" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 2d5/8" 2d5/8" 4-B 2-B 1-B 5 5 5 5 5 5 5 5 5 (.25x.20) (.25x.40) (.25x.20) (.25x.35) VP-103,203,303 5 4 d 5/8" P - P .25 .25 O - O 8 d 5/8" 5 d3/8", 5@.05,3@.10, 1@.15, Rto. @.20 C/ E M M H H G G H H G G (.25x.30) VP 104,204,304 d3/8", 5@.05,3@.10, 1@.15, Rto. @.20 C/ E C-4 B-4 A-4 2d1/2" 1d1/2" 2d1/2" 2d1/2" 2d1/2" 2d5/8" 2d5/8" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 2d1/2" 5 5 5 5 D-4 VE 101,201,301 (.25x.20) d3/8", 5@.05,3@.10, 1@.15, Rto. @.20 C/ E 2d5/8" 2d5/8" 1d1/2" 1d1/2" 5 5 5 5 D-2 5 M M C-2 1d1/2" 5 5 PRIMERA PLANTA ESC 1/50 LOSA ALIGERADA e = 0.20 LOSA ALIGERADA e = 0.20 ESC 1/50 SEGUNDA PLANTA LOSA ALIGERADA e = 0.20 ESC 1/50 TERCERA PLANTA LOSA ALIGERADA e = 0.20 ESC 1/50 AZOTEA DETALLE DOBLE VIGUETA 5 5 5 <> 1d1/2" 1d1/2" (.25x.20) VA 304 D VE 301 (.25x.25) 4 3 2 1 1 2 3 4 A B C 5 5 5 5 5 5 5 5 5 5 5 DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA (.25x.30) VP 304 (.25x.20) VP 303 (.25x.35) VP 302 (.25x.30) VP 301 (.25x.20) VA 301 (.25x.20) VA 303 (.25x.35) VA 302 S/C = 250 Kg/m2 VACIO POR ESCALERA 1d1/2"+1d3/8" 5 5 1d1/2"+1d3/8" 1d3/8" 5 5 2d1/2" 1d1/2" 5 5 2 4 3 1d1/2" 1d1/2"+1d3/8" 5 5 5 5 1d3/8" 1d1/2"+1d3/8" 1d1/2"+1d3/8" 2d1/2" 1d3/8" 5 5 5 5 5 5 1d1/2" 2d1/2" 5 5 1d3/8" 1d1/2"+1d3/8" 5 5 MACISA LOSA (.25x.20) (.25x.40) (.25x.20) D. V . Fe d1/2" @ 0.15 Fe d3/8"@0.25 LOSA MACIZA e= 0.12mt. 5 VP 104 d3/8", 5@.05,3@.10, 1@.15, Rto. @.20 C/ E (.25x.20) VCH 403,404 S/C = 150 Kg/m2

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, beams, cover, dach, DETAIL, DWG, hangar, home, house, Housing, indoor, lagerschuppen, lightened, roof, shed, slab, slab lightened, structure, terrasse, toit