Metal Shed Roof Construction For Industrial Warehouse DWG Detail for AutoCAD

Metal Shed Roof Construction For Industrial Warehouse DWG Detail for AutoCAD

CONSTRUCTION DETAILS RE PLACEMENT OF PANELS, RIDGE BEAMS, RAFTERS AND JOINTS.

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

pend., side view, strut section, strut, portico column, strut connection plate, holes, screws, vetiver stiffener, holes, screws, horizontal stiffener, vetiver stiffener, in box, single stringer, cartabon, cap with, section of spars, side view, holes, screws, roof rails, cap with, cartabon, holes, screws, stiffener, cartabon, cap with, holes, threaded rounds, cf simple, cf in box, cf simple, cf in box, holes of, holes of, screw, stiffener, in box, screw, stiffener, should be the same, the distances, screw, holes of, holes of, screw, tornapunta in, type detail, lapel on deck, detail type straps, screws, holes, threaded rounds, holes, holes, screws, holes, tie rod, connecting straps, tie detail, applies on struts on deck faldon, deck plant, cot. mts, anchors, anchors, anchors, cv cable, tight, tight, meeting, anchors, detail, meeting, detail, meeting, detail, meeting, detail, meeting, detail, meeting, anchors, two knots per, cable, knot of selection for, for clamping the tensioner., place a smooth round, where there is no, in case of requiring wind, ring of, cnx. of deck windshield, Connection, ring, tensor, to receive cable, of steel, tensor, side view, Connection, ring, front view, tensor, plant view, locking eye, the wind-up tensioner, replace one screw per, single stringer, tornapunta in, anchors, anchors, anchors, anchors, anchors, anchors, between axes, outer cloth, interior cloth, clear center, finished floor level, level of structure deflection, nomenclature:, npt, where, tight, cv cable, tight, cot. mts, cot. mts, cot. mts, cot. mts, cot. mts, detail, meeting, cot. mts, detail, meeting, cot. mts, anchors, detail, meeting, cot. mts, detail, meeting, cot. mts, detail, meeting, cot. mts, detail, meeting, cot. mts, detail, meeting, cot. mts, meeting, roofing, the descents, international Airport, motorway veracruz cordoba, motorway veracruz xalapa, freedom of expression, poppies, country, malbran, dried popcorn, road xalapa veracruz, manuel j.clouthier, potrero street, tails., tails., tails. two, I took the descents, b. cont., road xalapa veracruz, manuel j.clouthier, potrero street, tails., tails., tails. two, I took the descents, b. cont., date, cellar, indicated, quotas, meters, construction area, scale:, reg.mpal: ced. prof., total area, owner, commercial s.a. of c.v., manuel j.clouthier no. cabbage. the poppies, tejeria veracruz ver., flat, December, free surface, expert in charge of construction: ing.sergio aguilar rivera, reg. s.s.a:, warehouse, alnacen general, access, access, playground, access, maneuvers, access, branch office, access, branch office, cellar, closeness, railyard, railyard, access, cv cable, tight, tight, tight, tight, tight, pend., bap, pend., pend., side view, strut section, strut, portico column, strut connection plate, holes, screws, vetiver stiffener, holes, screws, horizontal stiffener, vetiver stiffener, in box, single stringer, cartabon, cap with, section of spars, side view, holes, screws, roof rails, cap with, cartabon, sweep

Raw text data extracted from CAD file:

PEND. 2% VISTA LATERAL SECCION DE STRUT STRUT ST-2 5 2 CF 12" x 14 Columna d portico PL 140 x 500 x 1/4" 5 5 PLACA DE CONEXION STRUT 5 5 5 5 PL= 1/2" PL= 5/16" PL= 3/8" 5 35 60 60 60 35 35 35 barrenos d 13/16" 4 tornillos d 3/4" x 3" PL= 3/8" Atiesador vetical PL= 1/2" barrenos d 13/16" 4 tornillos d 3/4" x 3" Atiesador horizontal Atiesador vetical 38 35 35 38 LARGUERO EN CAJA LARGUERO SENCILLO cartabon casquillo con SECCION DE LARGUEROS VISTA LATERAL barrenos d 5/8" d 1/2" x 1 1/2" 2 tornillos LARGUEROS EN CUBIERTA CF 12" x 14 CF 12" x 14 CF 12" x 14 casquillo con cartabon barrenos d 5/8" d 1/2" x 1 1/2" 2 tornillos 2 CF 12" x 14 atiesador cartabon casquillo con CF 12" x 14 2 CF 12" x 14 5 5 5 86 d 1/2" barrenos d 5/8" 2 redondos roscados 5 5 CF sencillo 2 CF en caja CF sencillo 2 CF en caja barrenos de d 5/8" LI 1 1/2" X 1/8" barrenos de d 9/16" tornillo d 1/2" x 1 1/2" atiesador 65 5 LARGUERO EN CAJA tornillo d 1/2" x 1 1/2" LI 1 1/2" X 1/8" atiesador deberán ser iguales las distancias X e Y tornillo d 1/2" x 1 1/2" barrenos de d 9/16" 5 5 barrenos de d 5/8" tornillo d 1/2" x 1 1/2" 5 65 5 110 5 5 TORNAPUNTA EN DETALLE TIPO TORNAPUNTA EN CUBIERTA DETALLE TIPO DE TIRANTES 2 tornillos d 1/2" x 1 1/2" barrenos d 5/8" 2 redondos roscados d 1/2" barrenos d 5/8" ZF L= bf -.003 L= 1447 ZF 2 CF 5 5 barrenos d 5/8" 2 tornillos d 1/2" x 1 1/2" barrenos d 5/8" LI 1" x 1/8" LI 1" x 1/8" LI 1 1/2" x 1/8" CONEXION DE TIRANTE LI 1 1/2" x 1/8" CONEXION DE TIRANTES 5 5 27 27 5 DETALLE DE TIRANTE (contraflambeo) APLICA EN LARGUEROS EN CUBIERTA Y FALDON PLANTA DE CUBIERTA ESC:1:100 COT. MTS 5 0.05 5 0.05 0.05 5 5 0.05 5 4 ANCLAS d 1" PL 1/4" 5 1/4" 5 5 1/4" 5 PL 1/4" 4 ANCLAS d 1" 5 0.05 5 5 0.05 0.05 5 0.05 5 5 0.05 5 0.05 0.05 5 5 0.05 4 ANCLAS d 1" PL 1/2" PL= 1/4" 5 5 CV CABLE 1/2" CV CABLE 1/2" TIRANTE TIRANTE TIRANTE ST-1 TIRANTE TIRANTE ST-1 M1 M1 M1 JUNTA J5 JUNTA J4 JUNTA J3 JUNTA J2 JUNTA J1 PL 1/4" 4 ANCLAS d 1" 0.05 5 5 0.05 0.05 5 0.05 5 0.17 5 1/4" DETALLE JUNTA J1 DETALLE JUNTA J3 DETALLE JUNTA J4 DETALLE JUNTA J5 DETALLE JUNTA J2 4 ANCLAS d 1" PL 1/4" 0.17 5 1/4" E (colocar dos nudos por tensor) cable de 1/2" nudo de sugeción para para sujecion del tensor. colocara un redondo liso d 5/8" donde no exista conexion, se En caso de requerir contraviento argolla de d 3/4" CNX. DE CONTRAVIENTO EN CUBIERTA conexion argolla Tensor d 1/2" x 9" para recibir cable de acero d 1/2" tensor VISTA LATERAL conexion argolla VISTA FRONTAL tensor VISTA EN PLANTA argolla de 3/4" para sujetar el tensor de contraviento Sustituir un tornillo por LARGUERO SENCILLO TORNAPUNTA EN 5 5 5 5 5 PL= 1/4" m= 12000 m= 12000 PL 1/2" 4 ANCLAS d 1" 50 5 5 50 5 5 5 5 50 5 5 50 4 ANCLAS d 1" PL 1/2" m= 12000 m= 12000 PL= 1/4" 5 5 5 5 m= 12000 5 50 5 5 50 5 5 5 5 m= 11129 5 5 4 ANCLAS d 1" PL 1/2" PL= 1/4" 5 PL= 1/4" 4 ANCLAS d 1" 5 50 5 5 50 5 m= 6950 50 5 50 5 m= 12000 4 ANCLAS d 1" PL= 1/4" 5 PL= 1/4" 4 ANCLAS d 1" 5 50 5 5 50 5 m= 6950 m= 12000 50 5 50 5 5 PL= 1/4" m= 9110 m= 11129 50 5 5 50 50 5 50 5 5 5 50 5 50 m= 12000 m= 9110 50 5 5 50 5 PL 1/4" 5 ENTRE EJES PAÑO EXTERIOR PAÑO INTERIOR CENTRO DE CLARO (cumbrera) NIVEL DE PISO TERMINADO NIVEL DE DESPLANTE DE ESTRUCTURA NOMENCLATURA: PI CL NPT NDE EE PE TP TIRANTE TIRANTE CV CABLE 1/2" CV CABLE 1/2" TIRANTE TIRANTE TIRANTE TIRANTE TIRANTE TIRANTE TIRANTE TIRANTE TIRANTE TIRANTE 0.05 5 5 0.05 5 0.05 5 0.05 ESC:1:10 COT. MTS ESC:1:10 COT. MTS ESC:1:10 COT. MTS ESC:1:10 COT. MTS ESC:1:10 COT. MTS DETALLE JUNTA J6 ESC:1:10 COT. MTS DETALLE JUNTA J7 ESC:1:10 COT. MTS M1 M1 PL= 1/4" 4 ANCLAS d 1" DETALLE JUNTA J11 ESC:1:10 COT. MTS DETALLE JUNTA J12 ESC:1:10 COT. MTS DETALLE JUNTA J8 ESC:1:10 COT. MTS DETALLE JUNTA J9 ESC:1:10 COT. MTS DETALLE JUNTA J10 ESC:1:10 COT. MTS JUNTA J6 JUNTA J7 JUNTA J8 JUNTA J9 JUNTA J10 TECHUMBRE TEC-1 Las Bajadas Aeropuerto Internacional "Heriberto Jara" Autopista Veracruz Cordoba Autopista Veracruz Xalapa Libertad de Exprecion AMAPOLAS Campestre Malbran Amapola 2° Secc. Amapola 1° Secc. L O C A L I Z A C I O N N CARRETERA XALAPA - VERACRUZ MANUEL J.CLOUTHIER CALLE POTRERO 30.41 FRAC. "A" 94.02 FRAC. 3 "B" 108.79 FRAC. DOS Ejido las Bajadas 30.05 B. CONT. 8.00M CARRETERA XALAPA - VERACRUZ MANUEL J.CLOUTHIER CALLE POTRERO 30.41 FRAC. "A" 94.02 FRAC. 3 "B" 108.79 FRAC. DOS Ejido las Bajadas 30.05 B. CONT. 8.00M FECHA : BODEGA INDICADA COTAS : METROS 2316.71 M2 AREA DE CONSTRUCCION : ESCALA: FIRMA:__________________________________ REG.MPAL: 185-A-012 CED. PROF. 1610898 2853.00 M2 SUPERFICIE TOTAL : PROPIETARIO : MADO COMERCIAL S.A. DE C.V. MANUEL J.CLOUTHIER No. 6886 COL. LAS AMAPOLAS TEJERIA VERACRUZ VER. PLANO : DICIEMBRE 2006 1308.71 M2 SUPERFICIE LIBRE : FIRMA:_____________________________________ PERITO RESPONSABLE DE OBRA: ING.SERGIO AGUILAR RIVERA REG. S.S.A: 821 2 1 108.5868223358707 5 4 7 8 9 B A C D 5 6 11 12 5 12.00000000000011 9.999922561338167 9.999922561338053 12.0 10 13 14 3 5 12.0 6.0 5.999999863667881 12.00000000000011 N+0.00 ALMACEN ALNACEN GENERAL ACCESO 1 ACCESO 2 N+0.20 ACCESO 1 ACCESO 2 N+0.20 PATIO DE ACCESO MANEOBRAS ACCESO SUCURSAL ACCESO SUCURSAL 8.000000000000057 5 6.55345021600073 8.0 BODEGA N+0.20 8.000000000000002 8.0 COLINDANCIA COLINDANCIA COLINDANCIA 5 6.000000000000114 5 2.077855865011259 2.082816868396947 7.995580243347037 8.0 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 5.700037212175403 5 5.700037212175403 5 5.700037212175289 5 11.70019616106799 5 11.70019616106799 5 11.70019616106788 5 9.695124235582853 5 9.695124235582966 5 11.70019616106799 B A D F E E F 5 5 6.746633365742582 5 5 5 5 5 3.008367548471597 5 3.00836754847154 5 2.084897718511002 5 5 2.084897718510945 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 5 5 5 5 5 5 5 5 5 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 PATIO DE MANIOBRAS 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\A1;35 \A1;35 \A1;35 \A1;38 \A1;35 \A1;35 \A1;38 \A1;172 \A1;305 \A1;305 \A1;86 \A1;d \A1;X \A1;65 \A1;80 \A1;1/2 d \A1;1/2 d \A1;Y \A1;65 \A1;80 \A1;110 \A1;70 \A1;600 \A1;1450 \A1;1450 \A1;BF \A1;100 \A1;27 \A1;27 \A1;155 \A1;0.30 \A1;0.05 \A1;0.20 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.30 \A1;0.05 \A1;0.17 \A1;0.10 \A1;0.17 \A1;0.17 \A1;0.10 \A1;0.17 \A1;0.05 \A1;0.30 \A1;0.20 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.05 \A1;0.30 \A1;0.30 \A1;0.05 \A1;0.20 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.30 \A1;0.05 \A1;0.17 \A1;0.17 \A1;0.05 \A1;0.30 \A1;0.20 \A1;0.05 \A1;0.05 \A1;0.20 \A1;0.05 \A1;0.30 \A1;0.17 \A1;0.17 \A1;0.17 \A1;0.17 PEND. 2% VISTA LATERAL SECCION DE STRUT STRUT ST-2 172 2 CF 12" x 14 Columna d portico PL 140 x 500 x 1/4" 305 300 PLACA DE CONEXION STRUT 380 250 305 300 PL= 1/2" PL= 5/16" PL= 3/8" 450 35 60 60 60 35 35 35 barrenos d 13/16" 4 tornillos d 3/4" x 3" PL= 3/8" Atiesador vetical PL= 1/2" barrenos d 13/16" 4 tornillos d 3/4" x 3" Atiesador horizontal Atiesador vetical 38 35 35 38 LARGUERO EN CAJA LARGUERO SENCILLO cartabon casquillo con SECCION DE LARGUEROS VISTA LATERAL barrenos d 5/8" d 1/2" x 1 1/2" 2 tornillos LARGUEROS EN CUBIERTA CF 12" x 14 CF 12" x 14 CF 12" x 14 casquillo con cartabon barrenos d 5/8" d 1/2" x 1 1/2" 2 tornillos 2 CF 12" x 14 atiesador cartabon casquillo con CF 12" x 14 2 CF 12" x 14 172 305 305 86 d 1/2" barrenos d 5/8" 2 redondos roscados d X CF sencillo 2 CF en caja CF sencillo 2 CF en caja barrenos de d 5/8" LI 1 1/2" X 1/8" barrenos de d 9/16" tornillo d 1/2" x 1 1/2" atiesador 65 80 LARGUERO EN CAJA tornillo d 1/2" x 1 1/2" LI 1 1/2" X 1/8" atiesador deberán ser iguales las distancias X e Y tornillo d 1/2" x 1 1/2" barrenos de d 9/16" 1/2 d 1/2 d barrenos de d 5/8" tornillo d 1/2" x 1 1/2" Y 65 80 110 70 600 TORNAPUNTA EN DETALLE TIPO TORNAPUNTA EN CUBIERTA DETALLE TIPO DE TIRANTES 2 tornillos d 1/2" x 1 1/2" barrenos d 5/8" 2 redondos roscados d 1/2" barrenos d 5/8" ZF L= bf -.003 L= 1447 ZF 2 CF 1450 1450 barrenos d 5/8" 2 tornillos d 1/2" x 1 1/2" barrenos d 5/8" LI 1" x 1/8" LI 1" x 1/8" LI 1 1/2" x 1/8" CONEXION DE TIRANTE LI 1 1/2" x 1/8" CONEXION DE TIRANTES BF 100 27 27 155 DETALLE DE TIRANTE (contraflambeo) APLICA EN LARGUEROS EN CUBIERTA Y FALDON PLANTA DE CUBIERTA ESC:1:100 COT. MTS 0.30 0.05 0.20 0.05 0.05 0.20 0.30 0.05 0.17 4 ANCLAS d 1" PL 1/4" 0.10 1/4" 0.17 0.17 1/4" 0.10 PL 1/4" 4 ANCLAS d 1" 0.17 0.05 0.30 0.20 0.05 0.05 0.20 0.05 0.30 0.30 0.05 0.20 0.05 0.05 0.20 0.30 0.05 4 ANCLAS d 1" PL 1/2" PL= 1/4" 0.17 0.17 CV CABLE 1/2" CV CABLE 1/2" TIRANTE TIRANTE TIRANTE ST-1 TIRANTE TIRANTE ST-1 M1 M1 M1 JUNTA J5 JUNTA J4 JUNTA J3 JUNTA J2 JUNTA J1 PL 1/4" 4 ANCLAS d 1" 0.05 0.30 0.20 0.05 0.05 0.20 0.05 0.30 0.17 0.17 1/4" DETALLE JUNTA J1 DETALLE JUNTA J3 DETALLE JUNTA J4 DETALLE JUNTA J5 DETALLE JUNTA J2 4 ANCLAS d 1" PL 1/4" 0.17 0.17 1/4" E (colocar dos nudos por tensor) cable de 1/2" nudo de sugeción para para sujecion del tensor. colocara un redondo liso d 5/8" donde no exista conexion, se En caso de requerir contraviento argolla de d 3/4" CNX. DE CONTRAVIENTO EN CUBIERTA conexion argolla Tensor d 1/2" x 9" para recibir cable de acero d 1/2" tensor VISTA LATERAL conexion argolla VISTA FRONTAL tensor VISTA EN PLANTA argolla de 3/4" para sujetar el tensor de contraviento Sustituir un tornillo por LARGUERO SENCILLO TORNAPUNTA EN 320 100 100 170 170 PL= 1/4" m= 12000 m= 12000 PL 1/2" 4 ANCLAS d 1" 50 300 200 50 200 400 400 200 50 200 300 50 4 ANCLAS d 1" PL 1/2" m= 12000 m= 12000 PL= 1/4" 170 170 100 100 m= 12000 170 50 200 300 50 100 400 200 100 m= 11129 170 100 4 ANCLAS d 1" PL 1/2" PL= 1/4" 100 PL= 1/4" 4 ANCLAS d 1" 170 50 300 200 50 170 m= 6950 50 200 50 300 m= 12000 4 ANCLAS d 1" PL= 1/4" 100 PL= 1/4" 4 ANCLAS d 1" 170 50 300 200 50 170 m= 6950 m= 12000 50 200 50 300 170 PL= 1/4" m= 9110 m= 11129 50 300 200 50 50 200 50 300 170 300 50 200 50 m= 12000 m= 9110 50 200 300 50 170 PL 1/4" 100 ENTRE EJES PAÑO EXTERIOR PAÑO INTERIOR CENTRO DE CLARO (cumbrera) NIVEL DE PISO TERMINADO NIVEL DE DESPLANTE DE ESTRUCTURA NOMENCLATURA: PI CL NPT NDE EE PE TP TIRANTE TIRANTE CV CABLE 1/2" CV CABLE 1/2" TIRANTE TIRANTE TIRANTE TIRANTE TIRANTE TIRANTE TIRANTE TIRANTE TIRANTE TIRANTE 0.05 0.30 0.20 0.05 0.20 0.05 0.30 0.05 ESC:1:10 COT. MTS ESC:1:10 COT. MTS ESC:1:10 COT. MTS ESC:1:10 COT. MTS ESC:1:10 COT. MTS DETALLE JUNTA J6 ESC:1:10 COT. MTS DETALLE JUNTA J7 ESC:1:10 COT. MTS M1 M1 PL= 1/4" 4 ANCLAS d 1" DETALLE JUNTA J11 ESC:1:10 COT. MTS DETALLE JUNTA J12 ESC:1:10 COT. MTS DETALLE JUNTA J8 ESC:1:10 COT. MTS DETALLE JUNTA J9 ESC:1:10 COT. MTS DETALLE JUNTA J10 ESC:1:10 COT. MTS JUNTA J6 JUNTA J7 JUNTA J8 JUNTA J9 JUNTA J10 Las Bajadas Aeropuerto Internacional "Heriberto Jara" Autopista Veracruz Cordoba Autopista Veracruz Xalapa Libertad de Exprecion AMAPOLAS Campestre Malbran Amapola 2° Secc. Amapola 1° Secc. L O C A L I Z A C I O N N CARRETERA XALAPA - VERACRUZ MANUEL J.CLOUTHIER CALLE POTRERO 30.41 FRAC. "A" 94.02 FRAC. 3 "B" 108.79 FRAC. DOS Ejido las Bajadas 30.05 B. CONT. 8.00M CARRETERA XALAPA - VERACRUZ MANUEL J.CLOUTHIER CALLE POTRERO 30.41 FRAC. "A" 94.02 FRAC. 3 "B" 108.79 FRAC. DOS Ejido las Bajadas 30.05 B. CONT. 8.00M 2 1 5 5 4 7 8 9 B A C D 8.10 6 11 12 7.45 5 5 5 5 10 13 14 3 5 5 5 5 5 N+0.00 ALMACEN ALNACEN GENERAL ACCESO 1 ACCESO 2 N+0.20 ACCESO 1 ACCESO 2 N+0.20 PATIO DE ACCESO MANEOBRAS ACCESO SUCURSAL ACCESO SUCURSAL 5 5 5 5 BODEGA N+0.20 5 5 COLINDANCIA COLINDANCIA COLINDANCIA 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 5 5 5 7.65 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B A D F E E F 5 5 5 7.00 7.05 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 PATIO DE MANIOBRAS N+0.20 PATIO DE MANIOBRAS E C D D C E D C E N+0.20 NO S SO E SE NE N O C ACCESO E C D D C E E C D D C E D C E CV CABLE 1/2" CV CABLE 1/2" TIRANTE TIRANTE TIRANTE ST-1 TIRANTE TIRANTE ST-1 M1 TIRANTE TIRANTE TIRANTE ST-1 TIRANTE TIRANTE ST-1 TIRANTE TIRANTE PEND. 2% BAP 8" BAP 8" BAP 8" BAP 8" BAP 8" BAP 8" BAP 8" BAP 8" BAP 8" BAP 8" PEND. 2% PEND. 2% PEND. 2% PEND. 2% PEND. 2%

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, barn, beams, construction, cover, dach, DETAIL, details, DWG, hangar, industrial, joints, lagerschuppen, metal, panels, placement, rafters, ridge, roof, shed, structure, terrasse, toit, warehouse