School Papaya DWG Block for AutoCAD

Two typical classrooms for papaya community located in Cuilapa, Santa Rosa, Guatemala – rural area

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

foundation plant, foundation, window, cut wall b, cut wall, aisle, bounded plant, furnished floor, symbology, distribution board, positive driver, negative conductor, blindness numenclature, return, electric bridge, notes and specifications, solid, illum., thhn, type, circuit sheet, cable, cant., use, rec., flip-on, load, force, finishing plant, p-pg, m-bv, nomenclature, material, description, cm- lm, block wall seen, granite floor, door panel, dimensions, width, height, window slate, bay, ashlar, lintel, plant doors and windows, deck plant, floor containment corridor, frontal elevation, lateral elevation, section cross section, truss detail

Raw text data extracted from CAD file:

A B 3 2 1 3 2 1 A B 0.2499999999995453 1.493378458367715 1.568378458367306 1.544121541633103 1.493378458367033 0.25 0.25 1.699999999999363 1.825000000000273 1.875 1.874999999999318 1.875000000000682 1.875 1.824999999999363 1.699999999999363 0.25 1.494121541632694 1.568378458367306 1.544121541632876 1.61837845836817 0.25 1.699999999999818 1.824999999979582 1.825000000020282 0.7249999999996817 1.199999999979582 1.200000000020736 0.7249999999994543 1.824999999979809 1.825000000019827 1.699999999999363 0.2499999999995453 C1 C2 C1 C2 C2 C2 C1 C2 C2 C1 C1 C1 C1 C1 C2 C2 C2 C2 C2 C2 C1 C1 C2 C2 C2 C2 Z1 Z1 Z1 Z1 Z1 Z1 Z1 Z1 \A1;0.73 \A1;0.73 \A1;0.25 \A1;1.49 \A1;1.57 \A1;1.54 \A1;1.49 \A1;0.25 \A1;0.25 \A1;1.70 \A1;1.83 \A1;1.88 \A1;1.88 \A1;1.88 \A1;1.88 \A1;1.83 \A1;1.70 \A1;0.25 \A1;1.49 \A1;1.57 \A1;1.54 \A1;1.62 \A1;0.25 \A1;1.70 \A1;1.83 \A1;1.83 \A1;1.20 \A1;1.20 \A1;1.83 \A1;1.83 \A1;1.70 \A1;0.25 S D \A1;3.30 \A1;6.35 \A1;7.40 \A1;7.40 \A1;14.80 \A1;7.40 \A1;7.40 \A1;14.80 \A1;6.35 \A1;2.30 \A1;3.30 \A1;3.30 \A1;3.30 \A1;0.15 \A1;0.20 \A1;1.63 \A1;4.62 \A1;1.00 \A1;4.48 \A1;4.48 \A1;3.00 \A1;3.65 \A1;3.75 \A1;3.75 \A1;3.65 \A1;1.00 \A1;2.20 \A1;0.33 \A1;0.78 \A1;1.20 \A1;0.25 \A1;6.10 \A1;0.25 \A1;0.80 \A1;1.00 \A1;0.20 \A1;1.00 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.25 \A1;1.63 \A1;0.15 \A1;1.63 \A1;0.25 \A1;1.63 \A1;0.88 \A1;1.00 \A1;0.25 \A1;1.00 \A1;0.88 \A1;1.63 \A1;0.25 \A1;1.63 \A1;0.15 \A1;1.63 \A1;0.25 \A1;0.25 \A1;1.63 \A1;0.15 \A1;1.63 \A1;0.25 \A1;1.68 \A1;0.15 \A1;1.68 \A1;0.25 \A1;1.68 \A1;0.15 \A1;1.68 \A1;0.25 \A1;1.63 \A1;0.15 \A1;1.63 \A1;0.25 \A1;0.25 \A1;6.10 \A1;0.25 \A1;0.80 \A1;0.80 \A1;0.15 \A1;1.25 \A1;1.00 \A1;1.00 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.40 \A1;.04 \A1;0.32 \A1;.04 \A1;1.05 \A1;1.05 \A1;2.10 \A1;2.30 \A1;1.00 \A1;1.25 \A1;1.00 \A1;2.30 \A1;1.00 \A1;2.57 \A1;0.73 \A1;2.57 \A1;0.73 \A1;0.30 PLANTA CIMENTACION CIMIENTO CORRIDO 5 5 5 5 5 5 .04 0.32 .04 5 5 DETALLE ZAPATE TIPO Z1 ZAPATA TIPO Z1 concreto 195kg/cm² 7 No.4 d 1/2" ambos sentidos rec: 0.05m. 5 5 COLUMNA TIPO C1 COLUMNA TIPO C1 concreto 195kg/cm² 8 No.4 d 1/2" + Est. No.3 d 3/8" @ 0.15m rec: 0.0254m. COLUMNA TIPO C2 COLUMNA TIPO C2 concreto 195kg/cm² 4 No.3 d 3/8" + Est. No.2 d 1/4" @ 0.15m rec: 0.0254m. 5 5 A B A B A B 5 5 5 5 VIGA VENTANA concreto 195kg/cm² 5 No.4 d 1/2" + Est. No.2 d 1/4" @ 0.15m rec: 0.0254m. VENTANA SOLERA VENTANA concreto 195kg/cm² 4 No.3 d 3/8" + Est. No.2 d 1/4" @ 0.15m rec: 0.0254m. 4 Hiladas de block pomez 0.14 x 0.19 x 0.29 SOLERA HIDROFUGA concreto 195kg/cm² 4 No.3 d 3/8" + Est. No.2 d 1/4" @ 0.15m rec: 0.0254m. 2 Hiladas de block pomez 0.14 x 0.19 x 0.29 CIMIENTO CORRIDO concreto 195kg/cm² 3 No.3 d 3/8" + barras No.3 @ 0.20 rec: 0.0254m. SOLERA INTERMEDIA concreto 195kg/cm² 4 No.3 d 3/8" + Est. No.2 d 1/4" @ 0.15m rec: 0.0254m. 5 Hiladas de block pomez 0.14 x 0.19 x 0.29 SOLERA HIDROFUGA concreto 195kg/cm² 4 No.3 d 3/8" + Est. No.2 d 1/4" @ 0.15m rec: 0.0254m. 2 Hiladas de block pomez 0.14 x 0.19 x 0.29 CIMIENTO CORRIDO concreto 195kg/cm² 3 No.3 d 3/8" + barras No.3 @ 0.20 rec: 0.0254m. 5 Hiladas de block pomez 0.14 x 0.19 x 0.29 SOLERA INTERMEDIA concreto 195kg/cm² 4 No.3 d 3/8" + Est. No.2 d 1/4" @ 0.15m rec: 0.0254m. 5 Hiladas de block pomez 0.14 x 0.19 x 0.29 SOLERA CORONA concreto 195kg/cm² 4 No.3 d 3/8" + Est. No.2 d 1/4" @ 0.15m rec: 0.0254m. CORTE MURO B CORTE MURO A 2 A A B 3 2 1 3 2 1 A B 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 5 5 5 5 5 5 5 0.00 0.00 0.00 0.00 AULA No 1 0.00 AULA No 2 0.00 PASILLO 0.00 PLANTA ACOTADA PLANTA AMOBLADA PLANTA DISTRIBUCIÓN ELÉCTRICA (F) Esc. 1:100 Esc. 1:100 Esc. 1:100 Esc. 1:100 Esc. 1:20 Esc. 1:20 S S S S A2 A3 A1 A4 A5 A6 A7 A8 A9 A10 PLANTA DISTRIBUCION ELECTRICA ( I ) Esc. 1:100 SIMBOLOGIA TABLERO DISTRIBUCION CONDUCTOR POSITIVO CONDUCTOR NEGATIVO TOMACORRIENTE 110V TOMACORRIENTE 220V A-1 NUMENCLATURA DE CIECUITO RETORNO PUENTE ELECTRICO LAMPARAS 2 X 33W DUCTO ELECTRICO AEREO 3/4" DUCTO ELECTRICO EN SUELO 3/4" NOTAS Y ESPECIFICACIONES · La altura de tomacorrientes A4, A5, A6, seran de 0.90m a partir del nivel de piso; los demas se colocaran a 0.30 m. · Los tomacorrientes B se colocaran a una altura de 0.30m y tendran una demanda de 110v, colocandose una linea viva y un neutral. · En toda la instalacion se utilizara cable THHN cal. 10 y todos los tomacorrientes iran colocados a tierra. · Se utilizara ducto electrico Ø 3/4" el cual ira adherido en sus uniones con pegamento PVC. B1 B2 B3 B4 B5 B6 B8 B7 A 10 U SOLIDO ILUM. THHN 15 AMP. TIPO PLANILLA DE CIRCUITOS CABLE TIPO CANT. USO REC. FLIP-ON B 8 SOLIDO THHN 15 AMP. CARGA FUER. 1000 W PLANTA DE ACABADOS Esc. 1:100 P-PG M-BV CM+Lm P-PG M-BV CM+Lm P-PG M-BV CM+Lm NOMENCLATURA MATERIAL DESCRIPCIÓN CM-Lm Costanera metalica 6" x 2" + Lamina galvanizada 12' cal 28 \C3;Cielo Costanera metalica + lamina galvanizada\Ftxt|c0;\H1.1765x; M-BV Muro Block visto \A1;Piso granito 0.30 x 0.30 \A1;color gris, sobre base de arena \A1;amarilla. Piso Granito Block pomez 0.14 x 0.19 x 0.39 P-PG A B A B V-1 1.00 2.10 P-1 1.00 P-1 1.00 V-1 1.00 2.10 V-1 1.00 2.10 V-1 1.00 2.10 V-1 1.00 2.10 V-1 1.00 2.10 V-1 1.00 2.10 V-1 1.00 2.10 V-1 1.00 2.10 V-1 1.00 2.10 V-1 1.00 2.10 V-1 1.00 2.10 V-1 1.00 2.10 V-1 1.00 2.10 P-1 TIPO PLANILLA DE PUERTAS DIMENSIONES ANCHO ALTURA DESCRIPCIÓN 1.00 2.10 Pueta metalica 2 hojas 0.50 x 2.10 1 1.00 1.00 14 2.00 vidrio claro de 2mm, marco metalico, varilla angular 1" TIPO PLANILLA DE VENTANAS VANO SILLAR ANCHO CANT. DINTEL DESCRIPCIÓN PLANTA DE PUERTAS Y VENTANAS Esc. 1:100 5 5 5 5 PUERTA TIPO P1 Esc. 1:20 5 1.25 2.30 0.00 PLANTA DE CUBIERTA Esc. 1:100 A B 3 2 1 3 2 1 A B A B 3 2 1 3 2 1 A B A B 3 2 1 3 2 1 A B PLANTA CONTENCIÓN CORREDOR Esc. 1:100 1 2 3 1.00 0.00 5 5 1.00 3.30 A B ELEVACION FRONTAL Esc. 1:100 ELEVACION LATERAL Esc. 1:100 1.00 0.00 5 5 5 A B SECCIÓN TRANSVERSAL Esc. 1:100 5 5 5 C2 C2 C2 C2 C2 C2 C2 C2 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 V1 A B 3 2 1 A B 3 2 1 3 2 1 3 2 1 3 2 1 3 2 1 V1 V1 5 5 VIGA TIPO V1 VIGA TIPO V1 concreto 195kg/cm² 4 No.3 d 3/8" + Est. No.2 d 1/4" @ 0.15m rec: 0.0254m. 5 5 5 5 NOTAS Y ESPECIFICACIONES · La lamina sera metalica cal. 28 de 12' la cual ira anclada a constanera metalica 4" x 2" x 1/8", por medio de tornillos para metal busca rosca; colocandose un numero no menor de 3 unidades por costanera soporte. · El caponte ira aclado en la cumbrera del techo, de tal forma que se eviten filtaciones. · Se colocará una canal metalica que ira soportada por la costanera transversal, colocandose tubos PVC Ø 4" 85psi. DETALLE DE CERCHA Esc. 1:50 PLANTA DE CUBIERTA Esc. 1:100 5 5 3.00 5 5 5 5 5 5 5 5 PUERTA VENTANA TIPO V1 Esc. 1:20 A B 3 2 1 3 2 1 A B A B 3 2 1 3 2 1 A B 5

Language	Spanish
Drawing Type	Block
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, block, classrooms, College, community, DWG, guatemala, library, located, rosa, santa, school, typical, university