Metallic Roof DWG Block for AutoCAD

Metallic roof for furniture exhibition

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

mm., npt:, ceiling, ridge, gutter, top wave, concrete column, cut, date, scale, property:, draft:, general structure, flat, plane no., proy dib, from:, metal roof construction, review:, drawing:, variable mm., pl. mm., pl. mm., pl. mm., variable mm., pl. mm., tijeral, pl. mm., tijeral, Exterior, inside, Exterior, inside, pl. mm., pl. mm., tijeral, pl. mm., tijeral, pl. mm., tijeral, ridge, side channel, central channel, base mm., stirrups, central channel, concrete column

Raw text data extracted from CAD file:

\A1;5.54 \A1;6.50 \A1;7.30 \A1;7.08 \A1;6.06 \A1;6.18 \A1;4.86 \A1;6.50 \A1;7.30 \A1;7.08 \A1;6.06 \A1;6.18 \A1;14.18 \A1;13.29 \A1;15.08 \A1;15.08 \A1;15.11 \A1;15.16 \A1;4.15 \A1;14.94 \A1;30.00 \A1;13.56 \A1;0.91 \A1;15.00 \A1;3.80 \A1;Variable 1450 / 450 mm. \A1;Variable 800 / 450 mm. \A1;0.45 \A1;0.2 \A1;8.19 \A1;8.24 \A1;0.90 \A1;15.00 \A1;15.00 \A1;1.45 \A1;0.45 \A1;3.35 \A1;0.80 \A1;3.35 \A1;0.82 \A1;0.82 5 5 5 5 5 5 5 5 5 5 15.00 5 5 5 5 5 1 2 3 4 5 6 7 1 2 3 4 5 6 7 5 5 5 5 5 5 5 5 5 5 5 5 NPT: 0.00 NPT: -1.45 5 A B 5 A’ B C D D C 5 A A 5 5 5 PLANTA- TECHO V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 T-1 T-1 T-1 T-1 T-1 T-1 V-1 V-1 V-1 V-1 V-1 V-2 CUMBRERA CANALETA CANALETA TAPA ONDA 5 Columna de concreto Columna de concreto \A1; CORTE A – A FECHA 21 / 09 / 2009 ESCALA PROPIEDAD: PROYECTO: GENERAL – ESTRUCTURA PLANO PLANO Nº 01 PROY. DIB. DE: 01 CONSTRUCCION DE TECHO METALICO REVISION: DIBUJO: SECCION-T1 Variable 1450 / 450 mm. 40 100 40 PL. = 2 mm. 25 100 PL. = 2 mm. PL. = 2 mm. 25 100 25 25 100 25 25 30 30 150 145 60 PL. = 2 mm. V1 T-2 T-2 T-2 T-2 T-2 T-2 \LTIJERAL – T1 \LTIJERAL – T2 Variable 800 / 450 mm. PL. = 2 mm. 25 100 25 TIJERAL T1 (EXTERIOR) PL. = 2 mm. 25 96 25 TIJERAL T1 (INTERIOR) EXTERIOR INTERIOR EXTERIOR EXTERIOR-2 INTERIOR EXTERIOR-1 30 30 150 150 60 PL. = 2 mm. V2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 V-2 40 40 100 SECCION-T2 25 25 100 96 25 25 PL. = 2 mm. TIJERAL T2 (EXTERIOR-SUPERIOR) PL. = 2 mm. TIJERAL T2 (EXTERIOR-INFERIOR) PL. = 2 mm. TIJERAL T2 (INTERIOR) 5 5 CUMBRERA 400 400 20 20 120 100 50 40 50 15 CANALETA LATERAL CANALETA CENTRAL 150 100 150 50 50 BASE : 350 x 220 mm. BASE : 350 x 220 mm. ESTRIBOS \A1;ANCLAJE Ø \S1/2;\H1.429x; ¨ CANALETA CENTRAL 30.00 Columna de concreto Columna de concreto Columna de concreto 0.2 \LTIJERAL – T2 \LTIJERAL – T1