Structures Of Forged Housing DWG Block for AutoCAD

Roof structure 6×20 lightened commercial housing 3 levels with dimensions of 6×20

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

level, n.f.p., n.f.p., rto., rto., vch., rto., rto., rto., mt. in, they fold, use straight bars, lightened, see plant, typical cut of, lightened, for, Typical folding of armor, plant, elevation, detail of the planter, yard, shed, ground, compacted, select, compacted, ground, select, fc, shed, electric pumps, dormit., shed, gardener, electric pumps, electric pumps, coating, rto., min., rest, stirrups, rto., rto., n.p.t., level, rto., rto., rto., n.f.p., n.f.p., beam, beam, beam, beam, beam, beam, beam, beam, beam, beam, beam, beam, beam, beam, beam, beam, beam, beam, beam, beam, solid slab, stairs, Empty staircase, solid slab, Empty staircase, stairs, they spend alone, joists, Empty staircase, beam, existing roof area, n.p.t., first floor formwork, n.p.t., second floor formwork, n.p.t., third floor formwork

Raw text data extracted from CAD file:

NIVEL \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;1.00 \A1;0.70 \A1;0.90 \A1;0.80 \A1;1.00 \A1;0.80 \A1;0.90 \A1;0.70 \A1;1.00 \A1;0.80 \A1;0.70 \A1;0.90 \A1;0.80 \A1;1.00 \A1;0.70 \A1;0.90 \A1;0.90 \A1;0.70 \A1;0.70 \A1;0.90 \A1;1.00 \A1;0.80 \A1;0.90 \A1;0.70 \A1;0.80 \A1;1.00 \A1;0.70 \A1;0.90 \A1;0.80 \A1;1.00 \A1;0.70 \A1;0.90 \A1;1.00 \A1;0.80 \A1;0.70 \A1;0.90 \A1;0.70 \A1;0.90 \A1;0.70 \A1;0.90 1-1 C-4 C-3 3 3 VS3 (.15 x .30) C-1 C-1 1 1 N.F.P. + 2.88 VA1 (.25x.20) N.F.P. + 2.88 VP1(.25 x .40) 1 1 1 1 C-1 VA (.25x.20) _ d 3/8″, 4 @ 0.05, 6 @ 0.10, rto. @ 0.20 6 d 3/8″ 3-3 _ d 1/4″, 2 @ 0.05, 3 @ 0.10, rto. @ 0.20 VCH. _ d 3/8″, 4 @ 0.05, 6 @ 0.10, rto. @ 0.20 8 d 1/2″ 6 d 3/8″ VS3 _ d 1/4″, 2 @ 0.05, 3 @ 0.10, rto. @ 0.20 VA2 VA4 VA3 _ d 1/4″, 3 @ 0.05, 4 @ 0.10, rto. @ 0.20 4 d 1/2″ .15 mt. en extremo; d 1/4″ a .25 doblan usar barras rectas d Aligerado ver planta CORTE TIPICO DE ALIGERADO (Esc. 1:10) para d 3/8″ y 1/2″ para d 3/8″ y 1/2″ DOBLADO TIPICO DE ARMADURA (Esc. 1:25) Planta Elevación DETALLE DE LA JARDINERA Patio ± 0.00 y CASETA DE LAS Terreno Compactado Selecto Compactado Terreno Selecto f’c = 175 Kg/cm² Caseta de Electrobombas d 3/8″ @ .20 Dormit. Caseta de P l a n t a Jardinera C Electrobombas d 3/8″ @ .20 C ELECTROBOMBAS (ESC. 1:25) \A1;.80 \A1;.75 \A1;.10 \A1;.10 \A1;.70 \A1;1.25 \A1;.40 \A1;.10 \A1;.20 \A1;.65 \A1;.95 \A1;.20 \A1;.10 \A1;.10 \A1;.15 \A1;.15 \A1;1.05 \A1;.20 \A1;.05 \A1;.30 \A1;.10 \A1;.10 \A1;.20 recub. \A1;.30 \A1;.20 \A1;.15 \A1;.15 \A1;.30 .40 \A1;.20 .40 .40 \A1;.15 \A1;.30 \A1;_ d 3/8″, 4 @ 0.05, 6 @ 0.10, Rto. @ 0.20 \A1;_ d 3/8″, 4 @ 0.05, 6 @ 0.10, Rto. @ 0.20 \A1;_ d 3/8″, 4 @ 0.05, 6 @ 0.10, Rto. @ 0.20 \A1;_ d 1/4″, 4 @ 0.05, 6 @ 0.10, Rto. @ 0.20 \A1;Variable mín. .30 .05 5 5 3@ .10, RESTO @ .20 ESTRIBOS d 1/4″: 3@.05, 5 5 5 5 5 5 5 VP1 _ d 1/4″, 4 @ 0.05, 6 @ 0.10, rto. @ 0.20 VA1 6 @ 0.10, rto. @ 0.20 _ d 1/4″, 4 @ 0.05, VS1 \A1;.20 \A1;.25 6 d 1/2″ VA1 (.25 x .20) VA (.25x.20) VS3 (.15x.30) VS3 (.15x.30) N.P.T. NIVEL \A1;.20 \A1;.25 6 @ 0.10, rto. @ 0.20 _ d 3/8″, 4 @ 0.05, 2-2 4 d 1/2″ \A1;_ d 1/4″, 4 @ 0.05, 6 @ 0.10, Rto. @ 0.20 VA1 (.25x.20) \A1;.20 \A1;_ d 1/4″, 4 @ 0.05, 6 @ 0.10, Rto. @ 0.20 V A (.25 x .20) N.F.P. + 2.88 2 2 C-2 C-1 VP1 (.25x.40) 2 2 N.F.P. + 2.88 C-2 \A1;.20 VA1 (.25x.20) .25 .40 6 d 1/2″ 6 d 1/2″ .40 .25 5 5 1 d 3/8″ 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 5 5 1 d 3/8″ 1 d 1/2″ 1 d 1/2″ 5 5 1 d 1/2″ 1 d 3/8″ 5 1 d 3/8″ 1 d 1/2″ 5 1 d 1/2″ 1 d 1/2″ 5 5 1 d 1/2″ 1 d 3/8″ 1 d 1/2″ 1 d 3/8″ 5 1 d 1/2″ 5 1 d 1/2″ 1 d 3/8″ 1 d 1/2″ 5 5 1 d 1/2″ 1 d 3/8″ 5 1 d 1/2″ 5 1 d 1/2″ 5 1 d 3/8″ 1 d 1/2″ 5 1 d 1/2″ 5 1 d 3/8″ 1 d 1/2″ 5 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ VIGA P1 (.25x.40) VIGA P1 (.25x.40) VIGA P1 (.25x.40) VIGA P1 (.25x.40) VIGA P1 (.25x.40) VIGA P1 (.25x.40) VIGA P1 (.25x.40) VIGA A1 (.25x.20) VIGA A1 (.25x.20) VIGA A1 VIGA A1 (.25x.20) VIGA A1 (.25x.20) VIGA A1 (.25x.20) VIGA A1 (.25x.20) VIGA A1 (.25x.20) V A1 VIGA A1 (.25x.20) VIGA A1 (.25x.20) VIGA A1 (.25x.20) V A1 VIGA A1 VIGA A1 V A1 VIGA A1 (.25x.20) VIGA A1 (.25x.20) VIGA A1 (.25x.20) VIGA A1 (.25x.20) VIGA A1 (.25x.20) VIGA A1 (.25x.20) VIGA A1 (.25x.20) VIGA A (.25x.20) VIGA A (.25x.20) VIGA A (.25x.20) VIGA A (.25x.20) VIGA A (.25x.20) VIGA A (.25x.20) VIGA A (.25x.20) VIGA A3 (.15x.20) VIGA A3 (.15x.20) VIGA A3 (.15x.20) VIGA A3 VIGA A3 (.15x.20) VIGA A3 (.15x.20) VIGA A3 (.15x.20) VIGA A3 (.15x.20) VIGA A (.25x.20) VIGA A (.25x.20) C-1 C-2 C-2 C-1 C-1 C-2 C-2 C-1 C-1 C-2 C-2 C-1 C-1 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 VIGA A1 (.25x.20) VIGA P1 (.25x.40) VIGA A3 (.15x.20) VIGA A1 (.25x.20) VIGA P1 (.25x.40) 5 5 VIGA A3 C-2 V A1 C-1 C-2 VIGA A (.25x.20) VIGA A1 (.25x.20) 5 1 d 3/8″ 1 d 3/8″ 5 C-2 VIGA A1 (.25x.20) C-2 C-2 VIGA A1 (.25x.20) C-1 C-2 VIGA A3 (.15x.20) VIGA A3 (.15x.20) VIGA A1 (.25x.20) VIGA A1 (.25x.20) V A1 VIGA P1 (.25x.40) 1 d 1/2″ 5 1 d 1/2″ 1 d 1/2″ 1 d 3/8″ 1 d 1/2″ 1 d 1/2″ C-1 C-1 C-2 C-2 VIGA A (.25x.20) VIGA A (.25x.20) VIGA A1 (.25x.20) VIGA A1 (.25x.20) VIGA A1 (.25x.20) VIGA P1 (.25x.40) 1 d 1/2″ 5 1 d 1/2″ 1 d 3/8″ 1 d 1/2″ 5 5 1 d 1/2″ 1 d 3/8″ 5 5 1 d 3/8″ VIGA A1 (.25x.20) C-2 C-2 VIGA A1 VIGA A1 (.25x.20) VIGA P1 (.25x.40) 1 d 1/2″ 5 1 d 1/2″ 5 5 1 d 3/8″ C-1 VIGA A (.25x.20) VIGA A1 (.25x.20) VIGA A1 (.25x.20) 1 d 1/2″ 1 d 1/2″ 1 d 1/2″ 5 1 d 1/2″ C-1 C-2 VIGA A (.25x.20) VIGA A (.25x.20) VIGA A3 (.15x.20) VIGA A3 (.15x.20) VIGA A1 VIGA A1 1 d 1/2″ 1 d 1/2″ 1 d 3/8″ 5 5 1 d 3/8″ C-2 C-2 VIGA A1 (.25x.20) VIGA A1 (.25x.20) C-1 C-2 C-1 VIGA A3 (.15x.20) VIGA A3 (.15x.20) VIGA A (.25x.20) VIGA A (.25x.20) VIGA A (.25x.20) V A1 VIGA P1 (.25x.40) 1 d 1/2″ 5 1 d 1/2″ VIGA A1 (.25x.20) VIGA P1 (.25x.40) 1 d 1/2″ 5 5 1 d 1/2″ 5 1 d 1/2″ 1 d 1/2″ 1 d 3/8″ C-4 Losa Maciza Escalera Vacio Escalera Losa Maciza Vacio Escalera Escalera Pasan Solo Viguetas Vacio Escalera C-1 C-1 C-2 C-2 C-1 C-2 C-2 C-1 C-1 C-2 C-1 C-2 C-2 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-4 C-3 VIGA S3 (.15x.30) VIGA S3 (.15x.30) AREA TECHADA EXISTENTE N.P.T. + 2.70 – s/c = 200 kg/mt2 ENCOFRADO PRIMER PISO N.P.T. + 5.40 – s/c = 200 kg/mt2 ENCOFRADO SEGUNDO PISO N.P.T. + 8.10 – s/c = 200 kg/mt2 ENCOFRADO TERCER PISO