Roof Structure DWG Block for AutoCAD

STRUCTURE OF FAMILY HOUSE ROOF.

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

Address: Moquegua Street, phone:, reinforced steel, on the entire beam length, reinforced steel, on the entire beam length, reinforced steel, on the entire beam length, detail of beams, esc:, bedroom, s.h., bedroom, yard, kitchen, s.h., bedroom, living room, dinning room, balcony, empty, aisle, hall, bedroom, s.h., bedroom, terrace, ironing, rooftop, empty, wash., fourth, hall, staircase, staircase, beam widening, reinforced steel, on the entire beam length, reinforced steel, on the entire beam length, beam, detail of beams meeting, beam, plant, beam, beam, beam, overlapping splices for slabs, scale, scale, encounter beam with beam, additional stirrups, beam, beam, cm cm cm cm, values ​​of, anyone, lower reinforcement, superior reinforcement, specif., of beam, in beams, folded detail of stirrups, splice, length, det. lightened slab, ds of lightened., temperature steel, temperature steel place in medium, hollow brick, negative steel, positive steel, scale:, level, lightened slab, live, beam formwork, scale:, level, lightened slab, live, beam formwork, lightweight flagstones, overlapping splices for, staircase

Raw text data extracted from CAD file:

e-mail: kfelcontratistas@gmail.com DIRECCION: CALLE MOQUEGUA 848-CERCADO Telefono: 053-461546 \A1;.20 \A1;.15 \A1;.20 \A1;.15 \A1;.25 \A1;.20 \A1;.25 \A1;.20 \A1;.25 \A1;.20 0.30 0.30 0.30 0.30 \A1;m \A1;H \A1;m \A1;a \A1;L \A1; r \A1;.12 \A1;0.30 \A1;.12 \A1;0.30 \A1;0.30 \A1;0.05 \A1;.20 \A1;.70 \A1;1.00 \A1;1.00 \A1;.70 \A1;.80 \A1;.70 \A1;1.00 \A1;.70 \A1;.70 \A1;1.00 \A1;.70 \A1;1.00 \A1;.70 \A1;1.00 \A1;1.00 \A1;.70 \A1;1.00 \A1;.70 \A1;.20 \A1;.20 m L/3 L/3 L/3 L/4 m L/4 L/4 L/4 h \A1;3.68 \A1;2.70 \A1;3.86 \A1;2.63 \A1;2.79 \A1;2.28 \A1;1.28 \A1;3.51 \A1;3.95 \A1;1.28 \A1;2.35 \A1;2.59 \A1;2.91 \A1;3.71 \A1;2.70 \A1;3.68 \A1;3.34 \A1;1.40 \A1;2.72 \A1;3.68 \A1;2.70 \A1;3.86 \A1;3.71 \A1;2.70 \A1;3.68 \A1;3.34 \A1;1.40 \A1;2.72 \A1;3.43 \A1;1.31 \A1;2.72 \A1; \A1; .20 .15 2Ø 3/8″ V-b Ø1/4″ 1@0.05 4@0.10 Resto@0.20 Acero de Refuerzo corrido en toda la longitud de viga .20 .15 4Ø 3/8″ Ø1/4″ 1@0.05 4@0.10 Resto@0.20 Acero de Refuerzo corrido en toda la longitud de viga V-A Acero de Refuerzo corrido en toda la longitud de viga 4 Ø 1/2″ 5 5 Ø1/4″ 1@0.05 4@0.10 Resto@0.20 DETALLE DE VIGAS ESC: 1/25 VA-1 DORMITORIO S.H. DORMITORIO PATIO 1 COCINA 1 S.H. DORMITORIO DORMITORIO SALA COMEDOR BALCON 17 18 19 20 21 22 23 24 01 02 03 04 05 06 07 08 09 10 11 12 13 14 15 16 vacio vacio PASILLO PASILLO HALL 1 1 1 1 1 12 11 10 09 08 07 06 05 04 03 02 01 DORMITORIO S.H. DORMITORIO TERRAZA 1 PLANCHADO AZOTEA 17 18 19 20 21 22 23 24 vacio vacio 1 1 31 30 29 28 27 26 25 1 1 LAVAND. CUARTO HALL HALL CAJA DE ESCALERA V-b CAJA DE ESCALERA ENSANCHE DE VIGA V-CH V-CH V-CH V-CH V-S V-S V-S V-S V-S V-S V-S V-S V-CH V-CH V-A V-A V-A V-A V-A V-A V-A V-CH V-CH V-A V-A V-A VA-1 VA-1 VA-1 V-A V-A V-A V-A VA-1 VA-1 VA-1 V-A V-A V-A V-A VA-1 VA-1 VA-1 V-S V-S V-S V-S VA-1 V-A V-A(abajo) V-b(arriba) V-A VA-1 V-A V-A V-b V-b V-CH Acero de Refuerzo corrido en toda la longitud de viga 6 Ø 1/2″ 5 5 Ø1/4″ 1@0.05 6@0.10 Resto@0.15 V-S Acero de Refuerzo corrido en toda la longitud de viga 5 Ø 1/2″ 5 5 Ø1/4″ 1@0.05 6@0.10 Resto@0.15 VIGA VIGA DETALLE DE ENCUENTRO DE VIGAS VIGA PLANTA VIGA VIGA VIGA VIGA 0.30 0.30 VIGA 0.30 0.30 VIGA m H EMPALMES TRASLAPADOS PARA VIGAS, LOSAS ESCALA S/E m ESCALA S/E ENCUENTRO VIGA CON VIGA 3 Estribos Adicionales VIGA VIGA L L L VIGA VIGA L = Ø 3/8″ = 35 cm Ø 1/2″ = 40 cm Ø 5/8″ = 45 cm Ø 3/4″ = 50 cm L VALORES DE m H : CUALQUIERA 0.40 m 0.60 m 1.20 m 0.50 m 1.25 m 0.70 m 0.30 m 0.35 m H < 0.30 0.45 m 0.50 m H ³ 0.30 0.50 m 1.20 m 0.65 m 0.40 m 0.40 m 5/8" 1" 3/4" 3/8" 1/2" Ø REFUERZO INFERIOR REFUERZO SUPERIOR Ø a r 15cm 10cm 2cm 3cm Ø3/8" Ø1/4" ESPECIF. Ø de VIGA r a EN VIGAS DETALLE DOBLADO DE ESTRIBOS L (m) 0.10 0.15 DE EMPALME 1/4" 3/8" Ø L LONGITUD .12 0.30 .12 0.30 0.30 DET. LOSA ALIGERADA h =0.20 m. Esc.=1/10 ds de Aligerado. d1/4"@0.25 m. Acero de Temperatura 0.05 .20 ACERO DE TEMPERATURA COLOCAR AL MEDIO ladrillo hueco 0.30x0.30x0.15m acero negativo acero positivo ESCALA: 1/50 2do NIVEL Y LOSA ALIGERADA (CARGA VIVA = 250 KG/M2) ENCOFRADO DE VIGAS ESCALA: 1/50 3er NIVEL Y LOSA ALIGERADA (CARGA VIVA = 250 KG/M2) ENCOFRADO DE VIGAS 1Ø1/2" (+) 1Ø3/8" (-) 1Ø3/8" (-) 1Ø1/2" (+) 1Ø1/2" (-) 1Ø3/8" (-) 1Ø3/8" (-) 5 5 5 5 5 5 1Ø1/2" (+) 1Ø3/8" (-) 1Ø3/8" (-) 5 5 1Ø1/2" (+) 1Ø3/8" (-) 1Ø3/8" (-) 5 5 1Ø1/2" (+) 1Ø1/2" (-) 1Ø3/8" (-) 1Ø3/8" (-) 5 5 5 1Ø3/8" (+) 1Ø3/8" (-) 5 1Ø1/2" (-) 1Ø1/2" (+) 1Ø1/2" (-) 1Ø3/8" (-) 1Ø3/8" (-) 5 5 5 5 1Ø1/2" (-) V-A 5 5 V-CH V-S V-S V-S V-CH V-CH V-A V-A V-A V-A V-A V-A V-A V-CH V-A V-A V-A V-A V-A V-A V-b V-b 1Ø1/2" (+) 1Ø3/8" (-) 1Ø3/8" (+) 1Ø3/8" (-) 1Ø1/2" (+) 1Ø3/8" (-) V-A m L/3 L/3 L/3 VIGAS LOSAS Y ALIGERADOS EMPALMES TRASLAPADOS PARA L/4 m L/4 L/4 L/4 h 1Ø3/8" (-) 1Ø3/8" (+) CAJA DE ESCALERA 5 5 5 5 5 5 5 V-A 5 5 5 5 5 5 5 5 5 5 5 5 A B C A B C B' 1 2 3 4 5 6 7 8 1 2 3 4 5 6 7 8 5 5 5 5 5 5 5 5 5 A B C B' 5 6 7 8 5 6 7 8 5 5 5 A B C B'