Catholic Church In Santa Rosa Project DWG Full Project for AutoCAD

Catholic Church In Santa Rosa Project DWG Full Project for AutoCAD

Architectural plans are presented; elevations; structures; Cover and electrical installations

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

block of, intermediate floor of rusti-block u, rusti-block of, final floor of rusti-block u, baldoquin, detail, block of pumice, pumice block of, middle floor of block u, column, reinforcement, in each hole, rusti-block, column a ‘, alternating, links, cellar, bedroom, sacristy, high altar, main entrance, room for catechesis, ss, solera of humidity, intermediate solera, sill auction, running foundation, shoe projection, window, symbology, flip board, switch cover, block wall, rectangular plastic box, underground pipeline pipe comes from main connection, direction of the slope, square, entrance, stirrups, no., longitudinal, waterproof solera, project:, municipality :, scale :, indicated, content :, sheet no., date :, signature of the responsible professional, a, b, c, d, e, a, b, c, a, d, e, d, e, symbolism lighting, meaning, indicates live conductor, indicates neutral conductor, indicates pole box to ground, indicates return, bridge, symbolism force, indicates connection to physical earth, meter, awg, protector, amps, illumination, use, units, watts, nation, circuit, single-line diagram, force

Raw text data extracted from CAD file:

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SOLERA INTERMEDIA 2 # 3 + ESLABONES # 2 @ 0.15m. SOLERA INTERMEDIA 2 # 3 + ESLABONES # 2 @ 0.15m. -0.30 0.20 0.20 0.20 0.20 0.20 0.60 0.20 0.60 1.30 1.00 0.20 SOLERA DE REMATE 4 # 3 + ESTRIBOS # 2 @ 0.15m. 2.00 1.60 5.30 8 9 10 11 13 14 15 16 17 0.20 1.00 1.00 0.30 CIMIENTO CORRIDO 3 # 3 + ESLABONES #2 a 0.15m. PROYECCIÓN DE ZAPATA 0.40 0.30 0.30 CORTE 5 SOLERA INTERMEDIA 2 # 3 + ESLABONES # 2 @ 0.15m. \A1;1 \A1;2 \A1;3 \A1;1 \A1;2 \A1;3 \A1;4 \A1;5 \A1;7 \A1;19 F ±0.00 SOLERA DE HUMEDAD 4 # 3 + ESTRIBOS # 2 @ 0.15m. SOLERA INTERMEDIA 2 # 3 + ESLABONES # 2 @ 0.15m. SOLERA INTERMEDIA 2 # 3 + ESLABONES # 2 @ 0.15m. -0.30 0.20 0.20 0.20 0.20 0.20 0.60 0.20 0.60 1.30 1.00 0.20 SOLERA DE REMATE 4 # 3 + ESTRIBOS # 2 @ 0.15m. 2.00 1.60 5.30 8 9 10 11 13 14 15 16 17 0.20 1.00 1.00 0.30 CIMIENTO CORRIDO 3 # 3 + ESLABONES #2 a 0.15m. PROYECCIÓN DE ZAPATA 0.40 0.30 0.30 CORTE 5 SOLERA INTERMEDIA 2 # 3 + ESLABONES # 2 @ 0.15m. 1 2 3 19 17 18 16 4 2 3 1 4 NO. 3 + EST No. 2 @ 0.15 SOLERA DE HUMEDAD DE 0.20 * 0.15 BLOCK DE CON 3 No. 3 BARILLAS No. 3 @ 0.15 CIMIENTO CORRIDO DE 0.20 * 0.40 BLOCK DE BLOCK DE 0.14 * 0.19 * 0.39 0.14 * 0.19 * 0.39 0.14 * 0.19 * 0.39 4 NO. 3 + EST No. 2 @ 0.15 SOLERA INTERMEDIA DE 0.20 * 0.15 VENTANA 4 NO. 3 + EST No. 2 @ 0.15 SOLERA INTERMEDIA DE 0.20 * 0.15 4 NO. 3 + EST No. 2 @ 0.15 SOLERA DE REMATE DE 0.20 * 0.15 ±0.00 B 0.30 0.30 0.40 0.25 1.80 0.80 1.00 3.00 0.20 0.80 1.25 0.60 0.20 0.20 0.20 0.20 5.25 1 2 3 19 17 18 16 4 2 3 1 4 NO. 3 + EST No. 2 @ 0.15 SOLERA DE HUMEDAD DE 0.20 * 0.15 BLOCK DE CON 3 No. 3 BARILLAS No. 3 @ 0.15 CIMIENTO CORRIDO DE 0.20 * 0.40 BLOCK DE BLOCK DE 0.14 * 0.19 * 0.39 0.14 * 0.19 * 0.39 0.14 * 0.19 * 0.39 4 NO. 3 + EST No. 2 @ 0.15 SOLERA INTERMEDIA DE 0.20 * 0.15 4 NO. 3 + EST No. 2 @ 0.15 SOLERA INTERMEDIA DE 0.20 * 0.15 4 NO. 3 + EST No. 2 @ 0.15 SOLERA DE REMATE DE 0.20 * 0.15 ±0.00 F 9 7 8 6 14 12 13 11 BLOCK DE BLOCK DE 0.14 * 0.19 * 0.39 0.14 * 0.19 * 0.39 4 NO. 3 + EST No. 2 @ 0.20 SOLERA DE HUMEDAD DE 0.20 * 0.15 0.25 0.80 0.80 5.25 1.00 3.00 0.20 0.80 1.25 0.60 0.20 0.20 0.20 0.20 0.20 0.80 1 2 3 4 2 3 1 4 NO. 3 + EST No. 2 @ 0.15 SOLERA DE HUMEDAD DE 0.20 * 0.15 BLOCK DE CON 3 No. 3 BARILLAS No. 3 @ 0.15 CIMIENTO CORRIDO DE 0.20 * 0.40 BLOCK DE 0.14 * 0.19 * 0.39 0.14 * 0.19 * 0.39 4 NO. 3 + EST No. 2 @ 0.15 SOLERA INTERMEDIA DE 0.20 * 0.15 ±0.00 1 12 11 BLOCK DE 0.14 * 0.19 * 0.39 4 NO. 3 + EST No. 2 @ 0.20 SOLERA DE HUMEDAD DE 0.20 * 0.15 0.25 0.40 5.25 1.00 0.80 1.25 0.60 0.20 0.20 0.20 0.20 0.80 1.40 0.10 0.10 0.40 VENTANA 1 2 3 4 2 3 1 4 NO. 3 + EST No. 2 @ 0.15 SOLERA DE HUMEDAD DE 0.20 * 0.15 BLOCK DE CON 3 No. 3 BARILLAS No. 3 @ 0.15 CIMIENTO CORRIDO DE 0.20 * 0.40 BLOCK DE 0.14 * 0.19 * 0.39 0.14 * 0.19 * 0.39 4 NO. 3 + EST No. 2 @ 0.15 SOLERA INTERMEDIA DE 0.20 * 0.15 ±0.00 1 12 11 BLOCK DE 0.14 * 0.19 * 0.39 4 NO. 3 + EST No. 2 @ 0.20 SOLERA DE HUMEDAD DE 0.20 * 0.15 0.25 0.40 5.25 1.00 0.80 1.25 0.60 0.20 0.20 0.20 0.20 0.80 1.40 0.10 0.10 0.40 VENTANA 4 2 3 4 NO. 3 + EST No. 2 @ 0.20 SOLERA DE HUMEDAD DE 0.20 * 0.15 1 2 BLOCK DE CON 3 No. 3 BARILLAS No. 3 @ 0.15 CIMIENTO CORRIDO DE 0.20X0.40 3 1 14 12 13 11 ±0.00 BLOCK DE BLOCK DE 0.14 * 0.19 * 0.39 0.14 * 0.19 * 0.39 0.14 * 0.19 * 0.39 4 NO. 3 + EST No. 2 @ 0.20 SOLERA DE HUMEDAD DE 0.20 * 0.15 4 NO. 3 + EST No. 2 @ 0.20 SOLERA DE HUMEDAD DE 0.20 * 0.15 4 NO. 3 + EST No. 2 @ 0.20 SOLERA DE REMATE DE 0.20 * 0.15 VENTANA 4 0.10 0.10 0.40 0.25 0.80 4.25 1.00 0.80 1.25 0.60 0.20 0.20 0.20 0.20 0.80 2.00 0.20 \A1;5.00 \A1;5.00 \A1;2.50 \A1;2.50 \A1;15.00 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.80 \A1;26.30 \A1;5.00 \A1;5.00 \A1;5.06 \A1;2.50 \A1;2.50 \A1;3.20 \A1;2.25 \A1;2.25 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.80 \A1;23.26 \A1;26.30 \W0.34505; 2 \W0.34505; 3 \W0.32124; 4 \W0.34505; 5 \W0.32124; 6 \W0.29743; B \W0.32124; C \W0.29743; D \W0.32124; F \W0.41648; 1 \W0.34505; 7 \W0.32124; E BODEGA DORMITORIO SACRISTÍA ALTAR MAYOR INGRESO PRINCIPAL SALÓN PARA CATEQUESIS -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 \W0.29743; B \W0.32124; C \W0.29743; D \W0.32124; F \W0.39267; A \W0.32124; F -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 \W0.34505; 2 \W0.34505; 3 \W0.32124; 4 \W0.34505; 5 \W0.32124; 6 \W0.41648; 1 \W0.34505; 7 \W0.10695; 6' -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 -1600090.605589483 SIMBOLOGIA TABLERO DE FLIPONES .14 TAPADERA DEL INTERRUPTOR .20 1.10 MURO DE BLOCK CAJA RECTANGULAR DE PLASTICO TUBERIA SUBTERRANEA DE POLIDUCTO VIENE DE ACOMETIDA PRINCIPAL SENTIDO DE LA PENDIENTE SENTIDO DE LA PENDIENTE SENTIDO DE LA PENDIENTE SENTIDO DE LA PENDIENTE SENTIDO DE LA PENDIENTE PLAZA INGRESO \A1;5.00 \A1;5.00 \A1;2.50 \A1;2.50 \A1;15.00 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.80 \A1;26.30 \A1;5.00 \A1;5.00 \A1;5.06 \A1;5.00 \A1;3.20 \A1;2.25 \A1;2.25 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.80 \A1;23.26 \A1;26.30 \W0.34505; 2 \W0.34505; 3 \W0.32124; 4 \W0.34505; 5 \W0.32124; 6 \W0.29743; B \W0.32124; C \W0.29743; D \W0.32124; E \W0.41648; 1 \W0.34505; 7 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 \W0.29743; B \W0.32124; C \W0.29743; D \W0.32124; E \W0.39267; A \W0.32124; F -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 \W0.34505; 2 \W0.34505; 3 \W0.32124; 4 \W0.34505; 5 \W0.32124; 6 \W0.41648; 1 \W0.34505; 7 \W0.10695; 6' -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 -1600090.60572291 Z-1,C1 Z-1, C1 Z-1, C1 Z-1,C1 Z-1 Z-1 Z-2,C2 Z-2,C2 CC2 CC2 CC2 CC2 CC2 CC2 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 CC1 Z-1,C1 Z-1,C1 Z-1,C1 Z-1,C1 Z-1,C1 Z-1, C1 Z-1,C1 Z-1,C1 Z-1,C1 Z-1,C1 C3 C3 C3 C3 C3 Z-2,C2 Z-2,C2 Z-2,C2 Z-2,C2 C3 C3 C2 C2 C2 C3 C3 C2 C2 C4 C2 C2 C2 C2 C2 C2 C2 C2 C2 C3 C2 C2 CC1 Z-2,C2 C4 C4 C4 C4 C2 C2 C2 C2 C2 C2 C2 C2 C3 C2 C3 C2 C3 \A1;0.15 ESCALA: 1: ESTRIBOS COLUMNA TIPO C-2 No. 4 10 4 0.15 2 @ No. LONGITUDINALES \A1;0.15 \A1;0.10 \A1;0.15 ESCALA: 1: ESLABONES COLUMNA TIPO C-3 No. 4 10 3 0.15 2 @ No. LONGITUDINALES \A1;0.30 \A1;0.20 ESCALA: 1: ESTRIBOS COLUMNA TIPO C-4 No. 6 10 4 2 No. LONGITUDINALES 0.15 @ 0.15 0.15 2 @ ESTRIBOS ESCALA: 1: 10 No. 2 No. 3 No. 4 ESTRIBOS A 45° LONGITUDINALES @ COLUMNA TIPO C-1 4 \U+2205 No. 4 @ 0.20 2 \U+2205 No. ESTRIBOS A 45° \A1;0.45 \A1;0.45 LONGITUDINALES ESTRIBOS 2 No. \U+2205 4 \U+2205 No. 4 LONGITUDINALES 4 No. 4 LONGITUDINALES \A1;5.00 \A1;5.00 \A1;2.50 \A1;2.50 \A1;15.00 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.80 \A1;26.30 \A1;5.00 \A1;5.00 \A1;5.06 \A1;5.00 \A1;3.20 \A1;2.25 \A1;2.25 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.80 \A1;23.26 \A1;26.30 \A1;5.00 \A1;5.00 \A1;2.50 \A1;2.50 \A1;15.00 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.80 \A1;26.30 \A1;5.00 \A1;5.00 \A1;5.06 \A1;5.00 \A1;3.20 \A1;2.25 \A1;2.25 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.80 \A1;23.26 \A1;26.30 \A1;traslape entre láminas 0.20 \A1;tensores de varilla lisa de \S1/2;\H1.4286x;" cruzados entre tijeras \A1;2 filas de lámina acanalada de 11' calibre 26 + 1 fila de lámina acanalada de 9" calibre 26 \A1;capote universal para lámina estructural b e \A1;tensores de varilla lisa de \S1/2;\H1.4286x;" cruzados entre tijeras \A1;tensores de varilla lisa de \S1/2;\H1.4286x;" cruzados entre tijeras \A1;2 filas de lámina acanalada de 11' calibre 26 + 1 fila de lámina acanalada de 9" calibre 26 \A1;7.72 \A1;7.72 \A1;0.50 \A1;0.50 \A1;11.62 \A1;1.24 \A1;5.00 \A1;5.00 \A1;2.50 \A1;2.50 \A1;15.00 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.80 \A1;26.30 \A1;5.00 \A1;5.00 \A1;5.06 \A1;5.00 \A1;3.20 \A1;2.25 \A1;2.25 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.80 \A1;23.26 \A1;26.30 \W0.34505; 2 \W0.34505; 3 \W0.32124; 4 \W0.34505; 5 \W0.32124; 6 \W0.29743; B \W0.32124; C \W0.29743; D \W0.32124; E \W0.41648; 1 \W0.34505; 7 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 \W0.29743; B \W0.32124; C \W0.29743; D \W0.32124; E \W0.39267; A \W0.32124; F -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 \W0.34505; 2 \W0.34505; 3 \W0.32124; 4 \W0.34505; 5 \W0.32124; 6 \W0.41648; 1 \W0.34505; 7 \W0.10695; 6' -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 -1600157.139161017 \A1;10 costaneras dimensiones 2" x 4" x \S3/64;" \A1;1.70 1.49 1.49 1.49 P= 23.21% P= 23.21% 1.48 \A1;1.70 1.49 1.49 1.49 1.48 \A1;tensor varilla lisa de \S1/2;\H1.4286x;" \A1;sujeta a extremos por soldadura filete industrial \A1;capote universal para lámina estructural \A1;2 filas de lámina acanalada de 11' calibre 26 + 1 fila de lámina acanalada de 9" calibre 26 \A1;lámina acanalada de 14' calibre 26 \A1;4.50 \A1;4.50 \A1;7.00 \A1;0.56 \A1;traslape de láminas 0.20 \A1;1 fila lámina de 8 pies calibre 26 \A1;1 fila lámina de 10 pies calibre 26 \A1;capote universal para lámina estructural \A1;traslape de láminas 0.20 \A1;1 fila lámina de 8 pies calibre 26 \A1;1 fila lámina de 10 pies calibre 26 6 4 -1600148.522417494 -1600148.522417494 \A1;0.52 \A1;0.52 \A1;4.50 \A1;4.50 \A1;7.00 \A1;0.56 \A1;traslape de láminas 0.20 \A1;1 fila lámina de 8 pies calibre 26 \A1;1 fila lámina de 10 pies calibre 26 \A1;capote universal para lámina estructural \A1;traslape de láminas 0.20 \A1;1 fila lámina de 8 pies calibre 26 \A1;1 fila lámina de 10 pies calibre 26 6 4 -1600176.612195837 -1600176.612195837 \A1;0.52 \A1;0.52 \A1;6.00 \A1;6.00 N \LPLANTA DE TECHOS SENTIDO DE LA PENDIENTE SENTIDO DE LA PENDIENTE SENTIDO DE LA PENDIENTE SENTIDO DE LA PENDIENTE SENTIDO DE LA PENDIENTE PLAZA INGRESO N \LPLANTA ARQUITECTÓNICA \LELEVACIONES N \LPLANTA DE CIMIENTOS Y COLUMNAS N \LCORTE DE MUROS \LDETALLE DE CUBIERTAS \LDETALLE DE CIMIENTOS, ZAPATAS Y COLUMNAS No 5 @ .15 EN AMBOS SENTIDOS 0.25 0.075 0.175 ESCALA 1:20 PLANTA DE ZAPATA Z-1 No 5 @ 0.15 EN AMBOS SENTIDOS ESCALA 1:20 PLANTA DE ZAPATA Z-1 1.00 0.075 0.85 0.075 1.00 0.075 0.85 0.075 No 5 @ .15 EN AMBOS SENTIDOS 0.25 0.075 0.175 ESCALA 1:20 PLANTA DE ZAPATA Z-1 No 4 @ 0.10 EN AMBOS SENTIDOS ESCALA 1:20 PLANTA DE ZAPATA Z-2 0.60 0.075 0.45 0.075 0.60 0.075 0.45 0.075 A A A A 4 No3 + ESTRIBO No 2 @ 0.15 SOLERA HIDROFUGA 0.82 0.63 0.05 0.05 0.35 ESCALA 1:20 0.125 0.075 3 2 1 1 2 3 No3 CIMIENTO CORRIDO CC-1 No 3 @ 0.15 0.20 2 1 1 2 3 ESCALA 1:20 SOLERA HIDROFUGA 4 No3 + ESTRIBO No 2 @ 0.15 0.05 0.075 0.125 0.63 0.82 0.20 0.05 No 3 @ 0.15 0.50 4 No3 CIMIENTO CORRIDO CC-2 0.15 0.15 2 @ ESTRIBOS ESCALA: 1: 10 No. 2 No. 3 No. 4 ESTRIBOS A 45° LONGITUDINALES @ COLUMNA TIPO C-1 4 \U+2205 No. 4 @ 0.20 2 \U+2205 No. ESTRIBOS A 45° \A1;0.45 \A1;0.45 LONGITUDINALES ESTRIBOS 2 No. \U+2205 \A1;0.15 ESCALA: 1: ESTRIBOS COLUMNA TIPO C-2 No. 4 10 4 0.15 2 @ No. LONGITUDINALES \A1;0.15 \A1;0.10 \A1;0.15 ESCALA: 1: ESLABONES COLUMNA TIPO C-3 No. 4 10 3 0.15 2 @ No. LONGITUDINALES \A1;0.30 \A1;0.20 ESCALA: 1: ESTRIBOS COLUMNA TIPO C-4 No. 6 10 4 2 No. LONGITUDINALES 4 \U+2205 No. 4 LONGITUDINALES 4 No. 4 LONGITUDINALES 0.15 @ \LCORTE DE MUROS \W0.34505; 2 \W0.34505; 3 \W0.32124; 4 \W0.34505; 5 \W0.32124; 6 \W0.29743; B \W0.32124; C \W0.29743; D \W0.32124; F \W0.41648; 1 \W0.34505; 7 \W0.32124; E \W0.29743; B \W0.32124; C \W0.29743; D \W0.32124; F \W0.39267; A \W0.32124; F \W0.34505; 2 \W0.34505; 3 \W0.32124; 4 \W0.34505; 5 \W0.32124; 6 \W0.41648; 1 \W0.34505; 7 \W0.10695; 6' \A1;15.00 \A1;5.00 \A1;5.00 \A1;2.50 \A1;2.50 \A1;26.30 \A1;3.80 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;23.26 \A1;5.06 \A1;5.00 \A1;5.00 \A1;5.00 \A1;3.20 \A1;2.25 \A1;26.30 \A1;2.25 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;3.80 1 2 3 4 5 1 2 3 19 17 18 16 4 2 3 1 4 NO. 3 + EST No. 2 @ 0.15 SOLERA DE HUMEDAD DE 0.20 * 0.15 BLOCK DE CON 3 No. 3 BARILLAS No. 3 @ 0.15 CIMIENTO CORRIDO DE 0.20 * 0.40 BLOCK DE BLOCK DE 0.14 * 0.19 * 0.39 0.14 * 0.19 * 0.39 0.14 * 0.19 * 0.39 4 NO. 3 + EST No. 2 @ 0.15 SOLERA INTERMEDIA DE 0.20 * 0.15 VENTANA 4 NO. 3 + EST No. 2 @ 0.15 SOLERA INTERMEDIA DE 0.20 * 0.15 4 NO. 3 + EST No. 2 @ 0.15 SOLERA DE REMATE DE 0.20 * 0.15 ±0.00 B 0.30 0.30 0.40 0.25 1.80 0.80 1.00 3.00 0.20 0.80 1.25 0.60 0.20 0.20 0.20 0.20 5.25 0.30 0.30 0.40 \LCORTE DE MUROS 1 2 3 4 2 3 1 4 NO. 3 + EST No. 2 @ 0.15 SOLERA DE HUMEDAD DE 0.20 * 0.15 BLOCK DE CON 3 No. 3 BARILLAS No. 3 @ 0.15 CIMIENTO CORRIDO DE 0.20 * 0.40 BLOCK DE 0.14 * 0.19 * 0.39 0.14 * 0.19 * 0.39 4 NO. 3 + EST No. 2 @ 0.15 SOLERA INTERMEDIA DE 0.20 * 0.15 ±0.00 1 12 11 BLOCK DE 0.14 * 0.19 * 0.39 4 NO. 3 + EST No. 2 @ 0.20 SOLERA DE HUMEDAD DE 0.20 * 0.15 0.25 0.40 3.65 1.00 0.80 1.25 0.60 0.20 0.20 0.20 0.20 0.80 1.40 0.10 0.10 0.40 VENTANA \W1.66926; CONSTRUCCIÓN IGLESIA \W1.66926; CATÓLICA INSTALACIONES ELÉCTRICAS (LUZ) U A E I PROYECTO: MUNICIPIO: ESCALA: INDICADA CONTENIDO: HOJA No. FECHA: JULIO 2012 firma del profesional responsable \W1.66926; CONSTRUCCIÓN IGLESIA \W1.66926; CATÓLICA INSTALACIONES ELÉCTRICAS (FUERZA) U A E I PROYECTO: MUNICIPIO: ESCALA: INDICADA CONTENIDO: HOJA No. FECHA: JULIO 2012 firma del profesional responsable \W0.34505; 2 \W0.34505; 3 \W0.32124; 4 \W0.34505; 5 \W0.32124; 6 \W0.29743; B \W0.32124; C \W0.29743; D \W0.32124; E \W0.41648; 1 \W0.34505; 7 5 5 5 5 5 5 5 5 5 5 5 5 \W0.29743; B \W0.32124; C \W0.29743; D \W0.32124; E \W0.39267; A \W0.32124; F 5 5 5 5 5 \W0.34505; 2 \W0.34505; 3 \W0.32124; 4 \W0.34505; 5 \W0.32124; 6 \W0.41648; 1 \W0.34505; 7 \W0.10695; 6' 5 5 5 5 5 5 5 5 5 A2 A1 A4 A3 A6 A5 A8 A7 A11 A9 A10 B1 B2 C1 C2 P E1 D3 D2 D1 B B A,B,C,D,E A,B,C A,D,E A,D,E A,D,E A,D,E D,E A A A A,D,E D D D C S D D S D1 D2 A,D,E C A1,2,3,4,5,6,7,8 A9,10,11,12 S 3W- A1,2,3,4,5,6 3W- A7,8,9,10,11,12 A2 A2 A4 A4 A6 A6 A6 A6 A11 A11 A11,12,10 A11,12,10 A S 3W- A1,2,3,4,5,6 3W- A7,8,9,10,11,12 S B1,B2 B2 B2 A1,2,3,4,5,6,7,8 A9,10,11,12 A1,2,3,4,5,6,7,8 A9,10,11,12 A1,2,3,4,5,6,7,8 A9,10,11,12 A1,2,3,4,5,6,7,8 A9,10,11,12 A1,2,3,4,5,6,7,8 A9,10,11,12 A1,2,3,4,5,6,7,8 A9,10,11,12 A1,2,3,4,5,6,7,8 A9,10,11,12 A1,2,3,4,5,6,7,8 A9,10,11,12 A1,2,3,4,5,6,7,8 A9,10,11,12 A1,2,3,4,5,6,7,8 A9,10,11,12 B2 C S C C1,2 C2 C1,2 D1 S D3 E E1 S E1 D SIMBOLOGIA ILUMINACIÓN SIGNIFICADO INDICA CONDUCTOR VIVO INDICA CONDUCTOR NEUTRO TABLERO DE DISTRIBUCION DE CIRCUITOS H.: 1.70 mt. S.N.P.T. P INDICA CAJA DE POLO A TIERRA INDICA RETORNO S INTERRUPTOR SIMPLE H.: 1.20 mt S.N.P.T. S S S \W0.78571; 3W ILUMINACIÓN EN CIELO \W3.49538; (OCTOGONAL) PUENTE INTERRUPTOR DOBLE H.: 1.20 mt S.N.P.T. INTERRUPTOR TRIPLE H.: 1.20 mt S.N.P.T. INTERRUPTOR TRIPLE THREE WAY \W4.52381; H.: 1.20 mt S.N.P.T. \W0.34505; 2 \W0.34505; 3 \W0.32124; 4 \W0.34505; 5 \W0.32124; 6 \W0.29743; B \W0.32124; C \W0.29743; D \W0.32124; E \W0.41648; 1 \W0.34505; 7 5 5 5 5 5 5 5 5 5 5 5 5 \W0.29743; B \W0.32124; C \W0.29743; D \W0.32124; E \W0.39267; A \W0.32124; F 5 5 5 5 5 \W0.34505; 2 \W0.34505; 3 \W0.32124; 4 \W0.34505; 5 \W0.32124; 6 \W0.41648; 1 \W0.34505; 7 \W0.10695; 6' 5 5 5 5 5 5 5 5 5 P A12 \W1.24321; 1A \W1.33845; h=0.40 \W1.24321; 1B \W1.33845; h=0.40 \W1.24321; 1C \W1.33845; h=0.40 \W1.24321; 1D \W1.33845; h=0.40 \W1.24321; 1E \W1.33845; h=0.40 \W1.38607; 2A \W1.33845; h=0.40 \W1.38607; 2B \W1.33845; h=0.40 \W1.38607; 3A \W1.33845; h=0.40 \W1.38607; 3B \W1.33845; h=0.40 \W1.38607; 4A \W1.33845; h=0.40 \W1.38607; 4B \W1.33845; h=0.40 SIMBOLOGIA FUERZA SIGNIFICADO INDICA CONDUCTOR VIVO INDICA CONDUCTOR NEUTRO TABLERO DE DISTRIBUCION DE CIRCUITOS H.: 1.70 mt. S.N.P.T. INDICA CONECCION A TIERRA FISICA TOMACORRIENTE SIMPLE 110V. H. 0.30 mt. S.N.P.T. P INDICA CAJA DE POLO A TIERRA CONTADOR 1,2,3,4 1,2,3,4 3 3 1,2,4 1,2,4 4 4 1,2 2 AWG PROTECTOR AMPERIOS ILUMI- USO UNIDADES WATTS 1200 20 12 A 15 12 NACION CIRCUITO 120 N 120 DIAGRAMA UNIFILAR AWG PROTECTOR AMPERIOS USO UNIDADES WATTS 600 20 5 1 15 12 FUERZA CIRCUITO 360 3 2 15 12 FUERZA 240 2 3 15 12 FUERZA 20 20 B C D ILUMI- 200 2 15 12 NACION ILUMI- 200 2 15 12 NACION ILUMI- 300 3 15 12 NACION 20 20 20 E ILUMI- 100 1 15 12 NACION 20 240 3 15 12 FUERZA 20 2 AWG PROTECTOR AMPERIOS ILUMI- USO UNIDADES WATTS 1200 20 12 A 15 12 NACION CIRCUITO 120 N 120 DIAGRAMA UNIFILAR AWG PROTECTOR AMPERIOS USO UNIDADES WATTS 600 20 5 1 15 12 FUERZA CIRCUITO 360 3 2 15 12 FUERZA 240 2 3 15 12 FUERZA 20 20 B C D ILUMI- 200 2 15 12 NACION ILUMI- 200 2 15 12 NACION ILUMI- 300 3 15 12 NACION 20 20 20 E ILUMI- 100 1 15 12 NACION 20 240 3 15 12 FUERZA 20 2 \A1;7.00 \A1;0.56 \A1;traslape de láminas 0.20 \A1;1 fila lámina de 8 pies calibre 26 \A1;1 fila lámina de 10 pies calibre 26 \A1;capote universal para lámina estructural \A1;traslape de láminas 0.20 \A1;1 fila lámina de 8 pies calibre 26 \A1;1 fila lámina de 10 pies calibre 26 6 4 5 5 \A1;0.52 \A1;0.52 \LARMADO DE CUBIERTA EN NAVE PRINCIPAL \LARMADO DE CUBIERTA EN CATEQUESIS

Language	Spanish
Drawing Type	Full Project
Category	Religious Buildings & Temples
Additional Screenshots
File Type	dwg
Materials	Plastic, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	architectural, autocad, cathedral, catholic, Chapel, church, cover, decks, DWG, église, electrical, electricity, elevations, full, igreja, installations, kathedrale, kirche, la cathédrale, mosque, plans, presented, Project, rosa, santa, structures, temple