Roof Truss DWG Plan for AutoCAD

Plan and section of roof truss

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

Patera, drain, Patera, goes bomb, goes patera, natural terrain, elbow, elbow, horizontal shaft electric pump, yee, tee, elbow, bronze spherical valve cim, quartz sand filter, chlorinator, legend, adapter dn, basket hair trap, couplings, goes bomb, goes patera, goes bomb, goes patera, detailed, cut, goes bomb, goes patera, goes bomb, goes patera, metered, bottom drain dn, return nozzle, goes bomb, goes patera, goes bomb, goes patera, comes from camara patera, pump house, technical superior school, civil construction drawing, scale, November, semester, flat:, teacher:, arq carlos alcantara rodriguez, flat tigers coverage, sheet:, student:, walls avalos july cesar, ridge, sill, Coverage plant, esc, calamine coverage, translucent, calamine coverage, translucent, plant distribution of columns, esc, hardwood, ceiling, smooth calamine ridge, calamine coverage channels mm., wooden greetings, straps, Solera beam, parante, straps, Solera beam, tigers, esc

Raw text data extracted from CAD file:

\A1;0.15 \A1;3.01 \A1;0.15 \A1;2.10 \A1;3.31 \A1;0.15 \A1;3.04 \A1;0.15 \A1;3.34 \A1;R3.00 \A1;R3.15 \A1;R3.35 \A1;0.20 \A1;0.20 \A1;2.50 d4″ NPT-1.80 PATERA V =17 m³ DESAGUE NPT-3.30 PATERA NPT-5.50 NPT-3.00 d2″ d2″ d2″ d2″ d2″ d2″ d2″ d3″ d2″ VA BOMBA Ø2” VA A BOMBA Ø2” VA A PATERA Ø2” d2″ d3″ d2″ d2″ d2″ TERRENO NATURAL TERRENO NATURAL TERRENO NATURAL CODO 1/8 DN2” 2 3 CODO 1/4 DN2” ELECTROBOMBA DE EJE HORIZONTAL Q=25lPS, ADT=17m 4 5 YEE DN2” D D 6 TEE DN2” 1 CODO 1/4 DN3” 7 VALVULA ESFERICA DE BRONCE CIM Ø2” 8 FILTRO DE ARENA DE CUARZO Ø48” 9 CLORADOR LEYENDA 10 ADAPTADOR DN 2″ TRAMPA DE PELOS DE 8”,CON CANASTILLA 11 Y ACOPLES DE Ø6” Y 3” 3 7 7 10 10 7 10 7 10 6 2 2 2 5 5 d2″ d2″ d2″ d2″ d2″ d2″ d2″ d2″ d2″ d2″ d2″ d2″ d2″ 4 11 9 8 d3″ d3″ 1 d2″ d2″ d2″ VA BOMBA Ø2” VA A BOMBA Ø2” VA A PATERA Ø2” VA BOMBA Ø2” VA A BOMBA Ø2” VA A PATERA Ø2” DETALLADO CORTE D-D d2″ d2″ VA BOMBA Ø2” VA A BOMBA Ø2” VA A PATERA Ø2” VA BOMBA Ø2” VA A PATERA Ø2” d2″ METRADO 7 6 3 3 3 1 10 11 8 4 2 2 2 2 2 9 3 6 6 3 10 SUMIDERO DE FONDO DN 2″ 01 06 04 01 02 03 04 01 01 01 04 01 2 2 2 BOQUILLA DE RETORNO DE DN1/2” 11 04 11 11 11 11 11 d2″ d2″ d2″ d2″ d2″ d2″ d2″ VA BOMBA Ø2” VA A BOMBA Ø2” VA A PATERA Ø2” VA BOMBA Ø2” VA A BOMBA Ø2” VA A PATERA Ø2” VIENE DE CAMARA A PATERA CASETA DE BOMBAS CASETA DE BOMBAS 789.6704605137934 789.6704605137934 789.6704605137934 789.6704605137934 789.6704605137934 789.6704605137934 789.6704605137934 789.6704605137934 d2″ d2″ 2 789.6704605137945 789.6704605137945 789.6704605137932 NPT-3.00 NPT-3.15 789.6704605137934 789.6704605137934 789.6704605137934 789.6704605137934 NPT-4.72 NPT-4.56 NPT-3.59 NPT-3.00 NPT-3.59 NPT-3.17 NPT-3.24 1% 1% \A1;.17 \A1;.23 \A1;.25 \A1;.30 \A1;.25 \A1;.30 \A1;.17 \A1;.23 \A1;.17 \A1;.23 \A1;.25 \A1;.30 \A1;.80 \A1;1.10 \A1;.85 \A1;.69 \A1;1.56 3.04 3.04 3.04 3.04 1.05 1.05 1.00 6.25 1.00 3.04 3.04 3.04 3.04 1.05 1.05 1.00 6.25 1.00 \A1;1.00 \A1;.25 \A1;.40 \A1;.32 \A1;.30 \A1;.60 \A1;.17 \A1;.23 \A1;.40 \A1;.70 \A1;.42 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;4.34 \A1;6.670 14.25 8.25 ESCUELA SUPERIOR TÉCNICA DIBUJO DE CONSTRUCCIÓN CIVIL ESCALA 1 : 500 NOVIEMBRE 2008 SEMESTRE 2010-III PLANO: DOCENTE: ARQ. CARLOS ALCANTARA RODRIGUEZ S E N C I C O PLANO COBERTURA – TIGERALES 01 LAMINA: ALUMNO: PAREDES AVALOS JULIO CESAR \A1;CORREAS DE 2″ x 3″ @ 0.80m CUMBRERA 5 5 5 5 5 5 5 5 5 \A1;VIGA SOLERA 3″x5″ 1 2 3 4 5 A B PLANTA DE COBERTURA ESC. 1/50 COBERTURA DE CALAMINA TRASLUCIDA DE 1.80 x 0.60 COBERTURA DE CALAMINA TRASLUCIDA DE 1.80 x 0.60 5 5 5 5 5 5 5 5 5 1 2 3 4 5 A C PLANTA – DISTRIBUCION DE COLUMNAS ESC. 1/50 \A1;COLUMNA DE MADERA DURA 4″x4″ \A1;PROYECCION DE TECHO 1 1 5 5 2″x5″ 2″x4″ 2″x4″ 2″x4″ 2″x5″ 2″x5″ 2″x5″ 2″x5″ 2″x5″ 2″x5″ 2″x5″ 2″x5″ 2″x4″ 2″x4″ 2″x4″ 2″x4″ 2″x4″ 2″x4″ 2″x5″ 2″x5″ 2″x5″ 5 5 CUMBRERA DE CALAMINA LISA COBERTURA DE CALAMINA 11 CANALES e= 0.26 mm. CARTELAS DE MADERA SHIHUAHUACO,AMBAS CARAS(e=1″) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CORREAS 2″ x 3″ a 0.80m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VIGA SOLERA 3″ x 5″ PARANTE 4″x4″ CORREAS 2″ x 3″ a 0.80m 5 VIGA SOLERA 3″ x 5″ 5 TIGERALES ESC. 1/50