City Government Offices And Chambers, Loxicha, Mexico DWG Full Project for AutoCAD

Offices H. City of Loxicha, Oaxaca has its architectural plan, plant foundation; structural roof plant, hydro facilities – sanitary hydraulic isometric, isometric health, structural details, the project has a good organization and location of spaces, likewise has its facades (main and side) and their longitudinal and transverse.

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

slab projection, water supply, baf, to the municipal collector, domiciliary outlet, meter, washbasin, ran, reg., raj, wc, municpal collector, simbology :, tv: fan tube ban: low water drop low: low of soapy water ran: black water register raj: soapy water register rg: bap general record: rainwater drop, sanitary installation, seal :, general specifications, saf: ups cold water baf: low cold water sac: ups hot water bac: low hot water ja: jug of air note all the male will be done with copper pipe, hydraulic installation

Raw text data extracted from CAD file:

Tinaco Cap. 1100 lts. 5 5 5 5 5 5 5 5 A B D 5 5 5 5 \W0.61096; 1 \W0.92697; 3 \W0.96489; 4 5 5 5 5 5 5 5 \W0.61096; 1 \W0.92697; 3 \W0.96489; 4 5 5 5 5 5 \W0.94242; 2 \W7.84496; Baño \W8.02782; n.p.t.: + 0.30 \W6.07951; Oficina \W8.07277; n.p.t.: + 0.15 5 5 \A1;4.00 \A1;3.00 \A1;7.00 \A1;0.93 \A1;0.35 \A1;2.65 \A1;0.15 \A1;4.08 \W7.84496; Baño \W8.02782; n.p.t.: + 0.30 \W6.07951; Oficina \W8.07277; n.p.t.: + 0.15 -541.1062354807309 -541.1062354807309 -541.1062354807309 A C D B.A.P. Pend. 2% B.A.P. Pend. 2% -541.1062354807309 -541.1062354807309 -541.1062354807309 -541.1062354807309 -541.1062354807309 \A1;4.00 \A1;3.00 \A1;7.00 \A1;3.50 \A1;3.50 \A1;7.00 \A1;2.92 \A1;6.92 \A1;4.00 \A1;2.92 \A1;6.92 \A1;2.80 \A1;1.20 \W7.84496; Baño \W8.02782; n.p.t.: + 0.30 0.70 0.90 0.90 \W6.07951; Oficina \W8.07277; n.p.t.: + 0.15 \W6.07951; Oficina \W8.07277; n.p.t.: + 0.15 \W4.00227; Vestibulo \W8.07277; n.p.t.: + 0.15 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 A C D A B C -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 1 3 4 \W0.61096; 1 \W0.92697; 3 \W0.96489; 4 \W0.94242; 2 Y’ Y X’\fCalibri|b1|i1|c0|p34;\H1.6667x; \fArial Narrow|b1|i1|c0|p34; X \A1;4.00 \A1;3.00 \A1;7.00 \A1;6.92 \A1;2.80 \A1;1.20 \A1;3.50 \A1;3.50 \A1;7.00 \A1;2.92 \A1;6.92 \A1;4.00 \A1;2.92 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 A C D 1 3 4 \W0.61096; 1 \W0.92697; 3 \W0.96489; 4 \W0.94242; 2 A B C K K K K K K K K Z Z \W1.12640; Z \W1.12640; Z Z Z \W1.12640; Z \W1.12640; Z Z Z \W1.12640; Z \W1.12640; Z Z Z \W1.12640; Z \W1.12640; Z Z Z \W1.12640; Z \W1.12640; Z Z \W1.12640; Z Z \W1.12640; Z Z \W1.12640; Z Z \W1.12640; Z Z \W1.12640; Z Z \W1.12640; Z Z \W1.12640; Z Z \W1.12640; Z C C C Z-1 Z-1 Z-1 Cd Cd Cd Cd Cd Cd Cd Cd Cd Cd Cl Cl Cl Cl \A1;4.00 \A1;3.00 \A1;7.00 \A1;2.92 \A1;6.92 \A1;4.00 \A1;2.92 \A1;6.92 \A1;2.80 \A1;1.20 \A1;3.50 \A1;3.50 \A1;7.00 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 -543.4001386019324 A C D 1 3 4 \W0.61096; 1 \W0.92697; 3 \W0.96489; 4 \W0.94242; 2 A B C K K K K K K K K C C C Cd Cc Cc Cc Cc Cc Cc Cc Cc Cc Cc Cc Cc Cc \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm Proyeccion de Losa Proyeccion de Losa \A1;4.00 \A1;3.00 \A1;7.00 \A1;2.92 \A1;6.92 \A1;4.00 \A1;2.92 \A1;6.92 \A1;2.80 \A1;1.20 \A1;3.50 \A1;3.50 \A1;7.00 -530.8051035336696 -530.8051035336696 -530.8051035336696 -530.8051035336696 -530.8051035336696 -530.8051035336696 -530.8051035336696 -530.8051035336696 -530.8051035336696 -530.8051035336696 -530.8051035336696 -530.8051035336696 -530.8051035336696 A C D 1 3 4 \W0.61096; 1 \W0.92697; 3 \W0.96489; 4 \W0.94242; 2 A B C Alimentacion de Tinaco Tinaco Cap. 1,100 Lts. \W8.76927; cu Ø 13 mm \W3.01233; S.A.F. \W2.74266; B.A.F. \W5.37903; Pend. 2% \W5.37903; Pend. 2% \W5.37903; Pend. 2% \W5.37903; Pend. 2% \W5.37903; Pend. 2% \W5.37903; Pend. 2% \W2.58115; B.A.P. Pendiente 24% \A1;2.92 \A1;6.92 \A1;4.00 \A1;2.92 \A1;6.92 \A1;2.80 \A1;1.20 \A1;4.00 \A1;3.00 \A1;7.00 \A1;3.50 \A1;3.50 \A1;7.00 \W7.84496; Baño \W8.02782; n.p.t.: + 0.30 0.70 0.90 0.90 \W6.07951; Oficina \W8.07277; n.p.t.: + 0.15 \W6.07951; Oficina \W8.07277; n.p.t.: + 0.15 \W4.00227; Vestibulo \W8.07277; n.p.t.: + 0.15 -543.3330251232499 -543.3330251232499 -543.3330251232499 -543.3330251232499 -543.3330251232499 -543.3330251232499 A C D A B C -543.3330251232499 -543.3330251232499 -543.3330251232499 -543.3330251232499 -543.3330251232499 -543.3330251232499 -543.3330251232499 1 3 4 \W0.61096; 1 \W0.92697; 3 \W0.96489; 4 \W0.94242; 2 B.A.F. \W1.03066; R.A.J. \W0.31016; R.A.N. p.v.c. 2″ Pend. 2% p.v.c. 4″ Pend. 2% \W1.03066; R.A.J. \W0.31016; R.A.N. \W1.79611; REG. Al Colector Municipal p.v.c. 4″ Pend. 2% p.v.c. 4″ Pend. 2% p.v.c. 4″ Pend. 2% p.v.c. 2″ Pend. 2% p.v.c. 2″ Pend. 2% \A1;0.40 \A1;0.78 \A1;0.25 \A1;2.50 \A1;0.15 \A1;3.50 \A1;3.50 \A1;7.00 \A1;4.08 \A1;2.92 \A1;6.92 \A1;4.00 \A1;0.40 \A1;3.53 \A1;0.15 \A1;4.08 \A1;2.92 \A1;6.92 \A1;1.20 \A1;0.40 \A1;2.62 \A1;0.15 \A1;4.08 \A1;2.80 \A1;0.56 \A1;0.35 M Toma Domiciliaria CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm Medidor Wc Lavabo CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm CU d 13 mm Pvc 2″, Pend. 2% R.A.N. R.A.N. REG. R.A.J. R.A.J. W.C. Lavabo Pvc 2″, Pend. 2% Pvc 4″, Pend. 2% Pvc 4″, Pend. 2% Pvc 4″, Pend. 2% Al Colector Municpal \W0.84811; C \W0.90817; K Cc 5 5 5 5 5 5 \W6.65209; \A1;6 Ø \A1;\H0.70000x;\S1#2;\A1;” \W4.91331; \A1;Est. \A1;\fCalibri|b0|i1|c0|p34;\H0.70001x;\S1#4;\A1;” @ 15 cm \W6.59167; \A1;6 Ø \A1;\H0.70000x;\S3#8;\A1;” \W4.91340; \A1;Est. \A1;\fCalibri|b0|i1|c0|p34;\H0.70001x;\S1#4;\A1;” @ 15 cm \W6.53434; \A1;6 Ø \A1;\H0.70000x;\S3#8;\A1;” \W4.79874; \A1;Est. \A1;\fCalibri|b0|i1|c0|p34;\H0.70001x;\S1#4;\A1;” @ 15 cm Cd 5 5 \W6.87815; \A1;6 Ø \A1;\H0.70000x;\S3#8;\A1;” \W5.48636; \A1;Est. \A1;\fCalibri|b0|i1|c0|p34;\H0.70001x;\S1#4;\A1;” @ 15 cm 5 5 5 \A1;Enrase de tabicon de 14 \A1;cms. asentado con mortero \A1;cemento – arena prop. 1:4 \A1;Plant. concreto simple f’c=100 kg/cm2, 5 cm esp. \W1.23786; \A1;\S3#8;\A1;” @ 15 cms. 5 5 Cd 5 Z 5 5 \A1;Plant. concreto simple f’c=100 kg/cm2, 5 cm esp. \W1.23786; \A1;\S3#8;\A1;” @ 15 cms. 5 5 Cl 5 Z-1 5 5 Cl 5 5 \W6.87815; \A1;6 Ø \A1;\H0.70000x;\S3#8;\A1;” \W5.48636; \A1;Est. \A1;\fCalibri|b0|i1|c0|p34;\H0.70001x;\S1#4;\A1;” @ 15 cm \A1;4.00 \A1;3.00 \A1;7.00 \A1;6.92 \A1;2.80 \A1;1.20 \A1;3.50 \A1;3.50 \A1;7.00 \A1;2.92 \A1;6.92 \A1;4.00 \A1;2.92 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 A C D 1 3 4 \W0.61096; 1 \W0.92697; 3 \W0.96489; 4 \W0.94242; 2 A B C K K K K K K K K Z Z \W1.12640; Z \W1.12640; Z Z Z \W1.12640; Z \W1.12640; Z Z Z \W1.12640; Z \W1.12640; Z Z Z \W1.12640; Z \W1.12640; Z Z Z \W1.12640; Z \W1.12640; Z Z \W1.12640; Z Z \W1.12640; Z Z \W1.12640; Z Z \W1.12640; Z Z \W1.12640; Z Z \W1.12640; Z Z \W1.12640; Z Z \W1.12640; Z C C C Z-1 Z-1 Z-1 Cd Cd Cd Cd Cd Cd Cd Cd Cd Cd Cl Cl Cl Cl \A1;4.00 \A1;3.00 \A1;7.00 \A1;2.92 \A1;6.92 \A1;4.00 \A1;2.92 \A1;6.92 \A1;2.80 \A1;1.20 \A1;3.50 \A1;3.50 \A1;7.00 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 -131.1524192522472 A C D 1 3 4 \W0.61096; 1 \W0.92697; 3 \W0.96489; 4 \W0.94242; 2 A B C K K K K K K K K C C C Cd Cc Cc Cc Cc Cc Cc Cc Cc Cc Cc Cc Cc Cc \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm \A1;d \S3#8;\H1.4286x;” @ 15 – 30 cm Proyeccion de Losa Proyeccion de Losa \A1;0.30 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.58 \A1;0.25 \A1;0.80 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.43 \A1;1.00 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.25 \A1;0.15 SIMBOLOGIA: TV: tubo ventilador BAN: bajada de aguas negras BAJ: bajada de aguas jabonosas RAN: registro de aguas negras RAJ: registro de aguas jabonosas RG: registro general BAP:bajada de aguas pluviales INSTALACION SANITARIA \W6.72514; PROYECTO \W7.32864; Casa de Representacion \W9.38364; Propietario: H. Ayuntamiento de San Agustin Loxicha \W9.30189; Ubicacion: Domicilio conocido s/n. \W9.34868; Proyectó: Arq. Alfredo Antonio Cruz Canseco \W8.77696; Perito: A-1078-A \W7.61238; Fecha: Septiembre del 2012 \W9.39698; Plano Arquitectonico y de instalaciones \W8.05415; Plano: 01 de 01 Sello: * La cota rige al dibujo. * El nivel de desplante sera como minmo de 1.00 mts. * La cimentación descansara sobre terreno firme y libre de Materia organica cobre una plantilla de concreto simple de 5 cms. De espesor con f´c=100 kg / cm2. * Se utilizara acero con una resistencia fy=4200kg/cm2. * Se utilizara concreto f´c= 200 kg / cm2 en zapatas corridas,cadenas,trabes,castillos,columnas y Losas * Los agregados a utilizar estaran limpios sin basura y libres de sustancias que dañen la resistencia del concreto. * El espesor total de la losa sera: entrepiso 10 cms., azotea 10 cms. * Recubrimientos: castillos 2cms.,columnas 2.5 cms., Cadenas 2 cms., trabes 2.5 cms.,Zapatas corridas 5 cms. Losas 2 cms. * La separacion de los estribos sera a partir de la cara de los apoyos. * Las longitudes de anclajes y traslape de varilla sera como minimo 40 veces el diametro de la Varilla. * El dobles de las varillas, bayoneteadas se hara a un cuarto del claro. Especificaciones Generales Esc: S/E. \W4.38628; Planta Arquitectonica \W6.36881; Esc: 1:50 \W2.96774; Planta de Cimentacion \W6.36881; Esc: 1:50 \W1.95074; Planta Estructural de Azotea \W6.36881; Esc: 1:50 \W1.81606; Planta de Instalaciones \W6.36881; Esc: 1:50 \W5.63837; Fachada Principal \W6.36881; Esc: 1:50 \W7.12573; Fachada Lateral \W6.36881; Esc: 1:50 \W7.70179; Corte X – X´ \W6.36881; Esc: 1:50 \W7.79543; Corte Y – Y´ \W6.36881; Esc: 1:50 SIMBOLOGIA: SAF: sube agua fria BAF: baja agua fria SAC: sube agua caliente BAC: baja agua caliente JA: jarro de aire nota todo el ramaleo se hara con tuberia de cobre INSTALACION HIDRAULICA \W9.04078; Planta de Conjunto \W6.45870; Esc: 1:75 \W5.16437; Isometrico Hidraulico \W6.04536; S/Esc. \W7.29078; Isometrico Sanitario \W6.04536; S/Esc. \W4.35538; Detalles Estructurales \W6.04536; S/Esc.