Metal Roof DWG Block for AutoCAD

Metal Roof DWG Block for AutoCAD

Metal curved roof with double angles strapless

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

meeting room, professional:, owner:, association of villa merchants, structures, metal roof, metal roof second floor, detail of trusses, joist detail, joist bracing detail, lower flange, top flange, details of joists, diagonal flange, upright, and metal joists, aws pre-qualified joints, anchor nuts, cover plate: nominal bolt, notes: epoxy paint, beam brace, joist weave, plates and profiles: steel structural quality, metal construction, smooth rods:, welding :, technical specifications, a – a, b – b, top flange detail, top vertical support detail, bottom flange detail, bottom vertical support detail, detail in sliding support, final detail

Raw text data extracted from CAD file:

\A1;.152 \A1;.152 \A1;14.731 \A1;3.180 \A1;3.900 \A1;6.900 \A1;4.050 \A1;7.820 \A1;3.103 \A1;3.470 \A1;4.790 \A1;3.180 \A1;3.900 \A1;3.103 \A1;3.470 \A1;4.790 \A1;3.180 \A1;3.900 \A1;3.103 \A1;3.470 \A1;4.790 \A1;2.66 \A1;3.02 \A1;12.82 \A1;11.28 \A1;7.37 \A1;7.51 \A1;5.31 \A1;6.04 \A1;4.72 \A1;3.59 \A1;.30 \A1;VER EN VG-1o VG-2 \A1;L=Ver planta \A1;.30 \A1;.10 \A1;.10 \A1;.47 \A1;4.79 \A1;.47 \A1;150 \A1;250 \A1;75 \A1;300 \A1;114 \A1;.10 \A1;.10 \A1;3.47 \A1;.42 \A1;.10 \A1;VER EN VG-1o VG-2 \A1;100 \A1;100 \A1;.30 \A1;.10 \A1;.10 \A1;3.90 \A1;.42 \A1;.10 \A1;.10 \A1;.10 \A1;3.18 \A1;.44 \A1;.10 \A1;.10 \A1;.10 \A1;3.10 \A1;.42 \A1;.10 \A1;.51 \A1;.75 \A1;.75 \A1;.76 \A1;.76 \A1;.77 \A1;1.18 \A1;.76 \A1;.75 \A1;.75 \A1;.73 \A1;.72 \A1;.70 \A1;.36 \A1;Var. 36@1400 \A1;1.40 \A1;.47 \A1;1.40 \A1;Var. 47@1400 \A1;100 \A1;Var. 36@1400 \A1;.30 \A1;200 \A1;200 \A1;100 \A1;Var. 0@590 \A1;200 \A1;200 \A1;170 \A1;200 \A1;300 \A1;210 \A1;200 \A1;300 \A1;225 \A1;130 \A1;130 \A1;140 \A1;130 \A1;100 \A1;130 \A1;170 \A1;130 \A1;170 \A1;75 \A1;130 \A1;170 \W3.25966; \W1.20000x;OFICINA \W3.25966; \W1.20000x;ADMINISTRATIVA \W3.25966; \W1.20000x;EXISTENTE SALON DE REUNIONES 5 5 5 5 5 5 5 5 NPT+3.40 \W1.2;N 6 5 4 3 2 1 1 2 4 5 6 5 5 \W1.2;M 5 EJE 6 EJE 5 EJE 2 EJE 2 ES-01 1/50 LAMINA 01 DE 04 PROFESIONAL : PROPIETARIO : PROYECTO : \H1.405x;TECHO METALICO \fSwis721 Cn BT|b0|i0|c0|p34;\H1.1397x;TIPO DE OBRA : MERCADOD E ABASTOS CALLE DISTRITO DE CHORRILLOS ASOCIACION DE COMERCIANTES DE VILLA Denisse & Kike Vera Ingenieros CALLE TERUEL 370 MIRAFLORES 826*8090/996-908706 PROYECTO : 21 - AGOSTO MERCADO DE ABASTOS DE VILLA ESTRUCTURAS TECHO METALICO \W3.25966; \W1.20000x;OFICINA \W3.25966; \W1.20000x;ADMINISTRATIVA \W3.25966; \W1.20000x;EXISTENTE 5 5 6 5 4 3 2 1 2 4 5 6 5 5 5 3 5 5 5 5 5 \A1;ARRIOSTRE DE TIJERALES BRIDA SUPERIOR d 5/8" \A1;ARCOL VT-1 \A1;ARCO VT-2 \A1;TIJERAL VT-3 \A1;TIJERAL VT-4 \A1;ARCO VT-5 \A1;ARCO VT-6 TECHO METALICO SEGUNDO PISO (s/c = 50 kg/m2 h=0.20m - N.T. +5.95) EJE 5 5 EJE 4 5 ES-02 1/50 LAMINA 02 DE 04 PROFESIONAL : PROPIETARIO : PROYECTO : \H1.405x;TECHO METALICO \fSwis721 Cn BT|b0|i0|c0|p34;\H1.1397x;TIPO DE OBRA : MERCADOD E ABASTOS CALLE DISTRITO DE CHORRILLOS ASOCIACION DE COMERCIANTES DE VILLA Denisse & Kike Vera Ingenieros CALLE TERUEL 370 MIRAFLORES 826*8090/996-908706 PROYECTO : 21 - AGOSTO MERCADO DE ABASTOS DE VILLA ESTRUCTURAS DETALLE DE TIJERALES EJE 6 EJE 5 EJE 2 EJE 1 5 5 5 5 \A1;VIGUETA VG-2 \A1;VIGUETA VG-1 \A1;VIGUETA VG-3 \A1;ARRIOSTRE DE TIJERALES BRIDA SUPERIOR d 5/8" \A1;VIGUETA VG-4 \A1;VIGUETA VG-5 \A1;ARRIOSTRE DE TIJERALES BRIDA SUPERIOR d 5/8" \A1;ARRIOSTRE DE TIJERALES BRIDA SUPERIOR d 5/8" \A1;TECHO A OTRO NIVEL \A1;COLUMNA EXISTENTE ES-03 1/50 LAMINA 03 DE 04 PROFESIONAL : PROPIETARIO : PROYECTO : \H1.405x;TECHO METALICO \fSwis721 Cn BT|b0|i0|c0|p34;\H1.1397x;TIPO DE OBRA : MERCADOD E ABASTOS CALLE DISTRITO DE CHORRILLOS ASOCIACION DE COMERCIANTES DE VILLA Denisse & Kike Vera Ingenieros CALLE TERUEL 370 MIRAFLORES 826*8090/996-908706 PROYECTO : 21 - AGOSTO MERCADO DE ABASTOS DE VILLA ESTRUCTURAS DETALLE DE TIJERALES TIJERAL VT-3 - EJE 5 5 EJE 4 5 5 5 1 A F G H I J K L M N O P E D C B Q R S T A A U U U U F G H I J K L M N O P F G H I J K L M N O P A F G H I J K L M N O P E D C Q R S F G H I J K L M N O P E Q R S F G H I J K L M N O P E D Q U ENRIQUE VERA VIGO \H0.79998x;CIP 65522 INGENIERO CIVIL ENRIQUE VERA VIGO \H0.79998x;CIP 65522 INGENIERO CIVIL ENRIQUE VERA VIGO \H0.79998x;CIP 65522 INGENIERO CIVIL U K L M N O P Q R S T J I H G F E D C B A K L M N J I H G \A1;ARCO VT-6 \A1;ARCO VT-5 \A1;TIJERAL VT-2 \A1;TIJERAL VT-1 A A \A1;TIJERAL VT-4 A 5 DETALLE DE VIGUETA \A1;2 Ls 1" x 1/8" 1 d 3/8" esc 1/10 1/8" VER EN VG-1o VG-2 1 d 1/4" 1/8" DETALLE DE ARRIOSTRAMIENTO DE VIGUETAS L=Ver planta 5 \A1; 3/8" esc 1/10 \A1;2 Ls 1" x 1/8" \A1;2 Ls 1" x 1/8" 1 d 1/2" 5 5 VIGUETA VG-5 - H=0.30m. 5 4.79 5 1 d 3/8" \A1; 3/8" 150 250 75 300 114 \A1;PERNO d 5/8" AGUJERO d \S11/16; " X 25 (OJOS CHINOS) \A1;2 Ls 1" x 1/8" 1 d 1/2" 5 5 VIGUETA VG-1 - H=0.30m. 3.47 5 1 d 3/8" 5 VER EN VG-1o VG-2 P 1/4"x400x250 L 5 \A1; Ls 1" x 1" x 3/16" BRIDA SUPERIOR \A1;CONECTORES PL 1" x 3/16" EN NUDOS Y MEDIO NUDOS \A1;CARTELAS e= 3/16" \A1;MONTANTES O DIAGONALES \A1;Ls 1" x 1" x 3/16" BRIDA INFERIOR \A1;Ls 1" x 1" x 3/16" BRIDA SUPERIOR \A1;CONECTORES PL 1" x 3/16" EN NUDOS Y MEDIO NUDOS \A1;Ls 1" x 1" x 3/16" BRIDA INFERIOR Ls 11/4" x1 1/4" x 3/16" 1 - 1 Esc 1/5 5 2 - 2 Esc 1/5 2 Ls 1" x 1"x 3/16" BRIDA INFERIOR 2 Ls 1" x1"x3/16" BRIDA SUPERIOR 4 1"x1"x1/8" .30 d 3/8" D-1a D-1a D-1a D-1a D-1a D-1a D-1a D-1a DETALLES DE UNIONES \A1;\C4;TIJERAL VT-3 / VT -4 \A1;2 Ls 1" x 1/8" 1 d 1/2" 5 5 VIGUETA VG-3 - H=0.30m. 5 5 1 d 3/8" 5 \A1;2 Ls 1" x 1/8" 1 d 1/2" 5 5 VIGUETA VG-4 - H=0.30m. 3.18 5 1 d 3/8" 5 \A1;2 Ls 1" x 1/8" 1 d 1/2" 5 5 VIGUETA VG-2 - H=0.30m. 3.10 5 1 d 3/8" 5 DETALLES DE VIGUETAS esc 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 2 Ls 1" x 1" x 1/8" BRIDA INFERIOR 2 Ls 1" x 1" x 1/8" BRIDA SUPERIOR 1 1 2 2 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 18 2 Ls 11/4"x1 1/4" x 3/16" BRIDA DIAGONAL 2 Ls 11/4" x 1/4" x 3/16" MONTANTE \A1;MONTANTES O DIAGONALES Ls 1 1/4"x1 1/4" x 3/16" \A1; Ls 1" x 1" x 3/16" BRIDA SUPERIOR \A1;CONECTORES PL 1" x 3/16" EN NUDOS Y MEDIO NUDOS \A1;CARTELAS e= 3/16" \A1;MONTANTES O DIAGONALES \A1;Ls 1" x 1" x 3/16" BRIDA INFERIOR \A1;Ls 1" x 1" x 3/16" BRIDA SUPERIOR \A1;CONECTORES PL 1" x 3/16" EN NUDOS Y MEDIO NUDOS \A1;Ls 1" x 1" x 3/16" BRIDA INFERIOR Ls 11/4" x1 1/4" x 3/16" \A1;MONTANTES O DIAGONALES Ls 1 1/4"x1 1/4" x 3/16" 2 Ls 1" x 1"x 3/16" BRIDA INFERIOR 2 Ls 1" x1"x3/16" BRIDA SUPERIOR 2 Ls 11/4"x1 1/4" x 3/16" BRIDA DIAGONAL 2 Ls 11/4" x 1/4" x 3/16" MONTANTE 5 Var. 36@1400 5 5 5 Var. 47@1400 5 \A1; Ls 1" x 1" x 1/8" BRIDA SUPERIOR \A1;CONECTORES PL 1" x 1/8" EN NUDOS Y MEDIO NUDOS \A1;CARTELAS e= 3/16" \A1;MONTANTES O DIAGONALES \A1;Ls 1" x 1" x 1/8" BRIDA INFERIOR \A1;Ls 1" x 1" x 1/8" BRIDA SUPERIOR \A1;CONECTORES PL 1" x 1/8" EN NUDOS Y MEDIO NUDOS \A1;Ls 1" x 1" x 1/8" BRIDA INFERIOR Ls 1" x1" x 1/8" 3 - 3 Esc 1/5 \A1;MONTANTES O DIAGONALES Ls 1"x1" x 1/8" Var. 36@1400 5 2 Ls 1" x 1" x 1/8" BRIDA INFERIOR 2 Ls 1" x 1" x 1/8" BRIDA SUPERIOR 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 3 3 3 3 Y VIGUETAS METALICAS b) ACABADO: UNA MANO (ESPESOR 2-3 mils) a) ANTICORROSIVO UNA MANO (ESPESOR 3-4 mils) JUNTAS PRECALIFICADAS AWS 1.- LAS PERFORACIONES EN LAS PLANCHAS PARA LOS ARRIOSTRES SERAN 1.6mm MAYORES QUE EL DIAMETRO TUERCAS DE ANCLAJE PLANCHA DE COBERTURA: NOMINAL DEL PERNO NOTAS: PINTURA EPOXICA A 307/GRADO 2 ARRIOSTRE DE VIGAS , TEJIDO DE VIGUETAS PLANCHAS Y PERFILES: fy=2530 Kg/cm2 ACERO ASTM A36 fy=2530 Kg/cm2 ACERO CALIDAD ESTRUCTURAL DE CONSTRUCCION METALICA ELECTRODO E60XX/E70XX VARILLAS LISAS: SOLDADURA: ASTM A36 TECNOTECHO TR-4 e=0.4mm b) ESPESOR TOTAL ANTICORROSIVO + ACABADO (6 mils) ESPECIFICACIONES TECNICAS A A 200 \A1; Ls 1" x 1" x 1/8" BRIDA SUPERIOR \A1;CONECTORES PL 1" x 1/8" EN NUDOS Y MEDIO NUDOS \A1;Ls 1" x 1" x 1/8" BRIDA INFERIOR \A1;Ls 1" x 1" x 1/8" BRIDA SUPERIOR \A1;CONECTORES PL 1" x 1/8" EN NUDOS Y MEDIO NUDOS \A1;Ls 1" x 1" x 1/8" BRIDA INFERIOR \A1;MONTANTES O DIAGONALES Ls 1"x1" x 1/8" 200 A - A Esc 1/5 2 Ls 1" x 1" x 1/8" BRIDA INFERIOR 2 Ls 1" x 1" x 1/8" BRIDA SUPERIOR 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA INFERIOR 2 Ls 1" x 1" x 1/8" BRIDA SUPERIOR 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA INFERIOR 2 Ls 1" x 1" x 1/8" BRIDA SUPERIOR 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA INFERIOR 2 Ls 1" x 1" x 1/8" BRIDA SUPERIOR 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA INFERIOR 2 Ls 1" x 1" x 1/8" BRIDA SUPERIOR 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" 2 Ls 1" x 1" x 1/8" BRIDA INFERIOR 2 Ls 1" x 1" x 1/8" BRIDA SUPERIOR 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA INFERIOR 2 Ls 1" x 1" x 1/8" BRIDA SUPERIOR 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA INFERIOR 2 Ls 1" x 1" x 1/8" BRIDA SUPERIOR 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 2 Ls 1" x 1" x 1/8" BRIDA DIAGONAL 5 \A1; Ls 1" x 1" x 1/8" BRIDA SUPERIOR \A1;CONECTORES PL 1" x 1/8" EN NUDOS Y MEDIO NUDOS \A1;CARTELAS e= 3/16" \A1;MONTANTES O DIAGONALES \A1;Ls 1" x 1" x 1/8" BRIDA INFERIOR \A1;Ls 1" x 1" x 1/8" BRIDA SUPERIOR \A1;CONECTORES PL 1" x 1/8" EN NUDOS Y MEDIO NUDOS \A1;Ls 1" x 1" x 1/8" BRIDA INFERIOR Ls 1" x1" x 1/8" B - B Esc 1/5 \A1;MONTANTES O DIAGONALES Ls 1"x1" x 1/8" Var. 0@590 B B B B B B B B B B B B B B B B A A A A A A 1 17 3 4 5 6 7 8 9 10 11 12 13 14 15 16 19 20 21 22 23 24 25 26 28 29 30 27 18 19 20 21 22 23 24 2 4 4 5 6 7 8 25 30 10 11 12 13 14 26 28 29 30 27 17 TIJERALES 3 Y 4 D-1a DETALLES DE APOYO D-1A 4 d 1/2" 3/8"@.10 P 200x300x1/4" 5 5 5 5 5 5 5 5 D-2a D-2a DETALLES DE APOYO D-2A DETALLE BRIDA SUPERIOR ESC. 1/5 \A1;1/8" . \A1;2 P 1/8 " . (1C/LADO) \A1;1/8" . 5 5 DETALLE APOYO VERTICAL SUPERIOR ESC. 1/5 \A1;1/8" . \A1;2 P 1/8 " . (1C/LADO) \A1;1/8" . 5 5 5 1/8" 2 P 1/8" (1 C/LADO) L 5 ESC. 1/5 DETALLE BRIDA INFERIOR ESC. 1/5 5 5 1/8" 1/8" 2 P 1/8" (1 C/LADO) L DETALLE APOYO VERTICAL INFERIOR DETALLE EN APOYO DESLIZANTE ESC. 1/5 5 5 1/8" 1/8" 2 P 1/8" (1 C/LADO) L 75 DETALLE FINAL ESC. 1/5 5 5 1/8" 1/8" 2 P 1/8" (1 C/LADO) L

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	angles, autocad, barn, block, construction details, cover, curved, dach, double, DWG, hangar, lagerschuppen, metal, roof, shed, structure, terrasse, toit