Education Center – Educational Structures DWG Plan for AutoCAD

Education Center – Educational Structures DWG Plan for AutoCAD

PLANNING CENTER WITH RESPECTIVE CLASSROOMS FOUNDATION PLANS AND LIGHTWEIGHT STRUCTURES WITH DETAILS OF STAIRS

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

arq ‘sa, associates, scale, date, location, approved, cad., rass, lamina, owner, plan, project, planners, p-nn, columns and plates, reinforced sobrecimiento, reinforced concrete, seismoresistente design, floors and foundations, loads, current standards, masonry, footings, foundation beam, concrete strength, foundations, overlays, flooring, beams and lightened roof, banked beams, walls, foundation beams, footings, coatings, columns, flat beams, technical specifications, lhd, ldh,. soil parameters:, anchoring lengths and overlaps, flexible floors or with, – to join steel bars by welding is recommended: thick, lightweight slabs,: faces in contact with the ground, faces exposed to the weather and ,. building category, parameters for lateral displacement,. structural system: p o r t i c o s s,. seismic amplification factor,. zoning:, green area, flag, circulation, tubular well, ss.hh., women, men, hall, existing circulation, patio, drywall, circulac., circulation, sidewalk, metal railing, varia., beginning of line, planter, the victory, district, top sac, architecture, flooring, false floor, foundations, foundations and structure

Raw text data extracted from CAD file:

ARQ' SA A S O C I A D O S ESCALA FECHA UBICACION TELEFS 256666 APROBADO CAD. RASS LAMINA PROPIETARIO PLANO PROYECTO PROYECTISTAS P-NN P-NN P-NN A v-1 H AL \A1;53.90 10 9 8 7 6 4 3 2 1 5 10 9 8 7 6 4 3 2 1 5 A B C D F E A B C D F 3.923286563995134 7.026673151836718 7.073786381721106 7.226253902470887 0.0508359349803129 7.225508427101062 7.074491572880277 7.074999999998511 7.220770019136836 3.85083593497137 3.37541796748712 3.87956404426911 7.225890966436221 3.923286563996271 7.026295468543481 7.074995233133706 7.225422734348967 6.525030136952154 7.074858165055332 7.07499999999979 7.225141835938388 3.85083593498001 3.375290145625684 3.879992244583832 3.375000000000455 3.850590587978786 18.3308359349761 53.90000000119707 18.33087297819253 53.90145488368194 \A1;3.92 \A1;7.03 \A1;7.07 \A1;7.23 \A1;.05 \A1;7.23 \A1;7.07 \A1;7.08 \A1;7.22 \A1;3.85 \A1;3.38 \A1;3.88 \A1;7.23 \A1;3.92 \A1;7.03 \A1;7.07 \A1;7.23 \A1;6.53 \A1;7.07 \A1;7.08 \A1;7.23 \A1;3.85 \A1;3.38 \A1;3.88 \A1;3.38 \A1;3.85 \A1;18.33 \A1;18.33 \A1;53.90 \A1;.75 \A1;1.20 \A1;.75 \A1;1.20 \A1;.20 \A1;1.05 \A1;1.21 \A1;.75 \A1;.75 \A1;.20 \A1;1.00 \A1;.60 \A1;.16 \A1;.30 \A1;11.31 \A1;21.53 \A1;7.03 \A1;28.65 \A1;7.03 \A1;3.73 \A1;11.30 \A1;3.92 \A1;7.03 \A1;7.07 \A1;7.23 \A1;.05 \A1;7.23 \A1;7.07 \A1;7.08 \A1;7.22 \A1;3.85 \A1;3.38 \A1;3.88 \A1;7.23 \A1;3.92 \A1;7.03 \A1;7.07 \A1;7.23 \A1;6.53 \A1;7.07 \A1;7.08 \A1;7.23 \A1;3.85 \A1;3.38 \A1;3.88 \A1;3.38 \A1;3.85 \A1;18.33 \A1;.75 \A1;17.68 \A1;.99 \A1;17.68 \A1;.99 \A1;17.68 \A1;.99 \A1;.99 \A1;10.70 \A1;.99 \A1;10.70 \A1;.99 \A1;10.70 \A1;.99 \A1;0.2997 \A1;0.2997 \A1;17.6750 \A1;0.9900 \A1;17.6750 \A1;0.9900 \A1;17.6750 \A1;0.9900 \A1;17.6776 \A1;0.9900 \A1;10.6980 \A1;0.9900 \A1;10.6980 \A1;0.9900 \A1;10.6980 \A1;0.9900 \A1;10.6980 \A1;0.9900 \A1;3.92 \A1;7.03 \A1;7.07 \A1;7.23 \A1;.05 \A1;7.23 \A1;7.07 \A1;7.08 \A1;7.22 \A1;3.85 \A1;3.38 \A1;3.88 \A1;7.23 \A1;3.92 \A1;7.03 \A1;7.07 \A1;7.23 \A1;6.53 \A1;7.07 \A1;7.08 \A1;7.23 \A1;3.85 \A1;3.38 \A1;3.88 \A1;3.38 \A1;3.85 \A1;18.33 \A1;18.33 \A1;53.90 \A1;.40 \A1;3.25 \A1;.40 \A1;2.98 \A1;.40 \A1;3.48 \A1;.60 \A1;2.78 \A1;.40 \A1;3.05 \A1;.60 \A1;3.72 \A1;.40 \A1;6.63 \A1;.40 \A1;6.68 \A1;.40 \A1;6.63 \A1;.40 \A1;.75 \A1;.30 \A1;5.00 \A1;.30 \A1;22.30 \A1;.60 \A1;3.12 \A1;.40 \A1;6.63 \A1;.40 \A1;.36 \A1;.85 \A1;4.25 \A1;.85 \A1;.36 \A1;.40 \A1;6.63 \A1;.40 \A1;.05 \A1;.40 \A1;6.63 \A1;.40 \A1;.37 \A1;.85 \A1;4.25 \A1;.85 \A1;.35 \A1;.40 \A1;6.68 \A1;.40 \A1;6.63 \A1;.40 \A1;.40 \A1;3.25 \A1;.40 \A1;2.97 \A1;.40 \A1;3.48 \A1;.40 \A1;3.73 \A1;3.72 \A1;.76 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.40 \A1;2.00 \A1;1.50 \A1;1.50 \A1;4.20 \A1;11.30 \A1;10.90 \A1;7.42 \A1;7.02 .70 .10 .30 .10 .50 .50 .70 .10 .30 1.80 .40 .40 .10 .50 .50 .70 .10 .30 1.80 .40 .10 .50 .50 .70 .10 .30 1.80 .40 .10 .50 .50 .70 .10 1.80 \A1;.40 \A1;.40 \A1;.40 \A1;.20 \A1;.85 \A1;3.00 \A1;1.05 \A1;1.21 \A1;.75 \A1;.75 \A1;1.05 \A1;1.21 \A1;.75 \A1;.75 \A1;2.65 .10 \A1;18.33 \A1;53.90 \A1;53.90 \A1;.40 \A1;3.25 \A1;.40 \A1;2.98 \A1;.40 \A1;3.48 \A1;.60 \A1;2.78 \A1;.40 \A1;3.05 \A1;.60 \A1;3.72 \A1;.40 \A1;6.63 \A1;.40 \A1;6.68 \A1;.40 \A1;6.63 \A1;.40 \A1;.30 \A1;5.00 \A1;.30 \A1;22.30 \A1;.60 \A1;3.12 \A1;.40 \A1;6.63 \A1;.40 \A1;.36 \A1;.85 \A1;4.25 \A1;.85 \A1;.36 \A1;.40 \A1;6.63 \A1;.40 \A1;.05 \A1;.40 \A1;6.63 \A1;.40 \A1;.37 \A1;.85 \A1;4.25 \A1;.85 \A1;.35 \A1;.40 \A1;6.68 \A1;.40 \A1;6.63 \A1;.40 \A1;.40 \A1;3.25 \A1;.40 \A1;2.97 \A1;.40 \A1;3.48 \A1;.40 \A1;7.03 \A1;2.62 \A1;R2.60 \A1;53.90 \A1;7.03 \A1;.40 \A1;.75 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.80 \A1;.40 \A1;.80 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.80 \A1;.40 \A1;.80 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.75 \A1;.40 \A1;.75 \A1;.30 \A1;5.00 \A1;.30 \A1;.73 \A1;.40 \A1;6.68 \A1;.40 \A1;6.68 \A1;.40 \A1;6.62 \A1;.40 \A1;2.65 \A1;.60 \A1;6.83 \A1;3.48 \A1;7.43 \A1;.60 \A1;.80 \A1;.60 \A1;1.73 \A1;.40 \A1;.75 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.36 \A1;1.20 \A1;.85 \A1;4.25 \A1;.85 \A1;.36 \A1;.40 \A1;.80 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.75 \A1;.40 \A1;.05 \A1;.40 \A1;.75 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.80 \A1;.40 \A1;.37 \A1;.85 \A1;4.25 \A1;.85 \A1;1.20 \A1;.35 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.80 \A1;.40 \A1;.80 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.75 \A1;.40 \A1;7.42 \A1;3.88 \A1;7.03 \A1;.39 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.80 \A1;.40 \A1;.80 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.80 \A1;.40 \A1;.80 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.75 \A1;.40 \A1;.75 \A1;.30 \A1;5.00 \A1;.30 \A1;.73 \A1;.40 \A1;6.68 \A1;.40 \A1;6.68 \A1;.40 \A1;6.62 \A1;.40 \A1;7.42 \A1;3.88 \A1;7.02 \A1;.60 \A1;.80 \A1;2.33 \A1;.40 \A1;.75 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.80 \A1;.39 \A1;.37 \A1;.85 \A1;4.25 \A1;.85 \A1;.36 \A1;.40 \A1;.80 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.75 \A1;.40 \A1;.05 \A1;.40 \A1;.75 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.80 \A1;.40 \A1;.37 \A1;.85 \A1;4.25 \A1;.85 \A1;.35 \A1;.40 \A1;.80 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.80 \A1;.40 \A1;.80 \A1;.80 \A1;.15 \A1;3.18 \A1;.15 \A1;.80 \A1;.75 \A1;.40 \A1;7.43 \A1;3.48 \A1;.40 \A1;7.03 \A1;1.20 \A1;5.03 \A1;2.00 \A1;5.07 \A1;2.00 \A1;5.08 \A1;2.00 \A1;5.02 \A1;1.20 \A1;1.20 \A1;5.03 \A1;2.00 \A1;5.07 \A1;2.00 \A1;5.03 \A1;1.20 \A1;11.30 \A1;11.30 \A1;11.30 \A1;11.30 \A1;18.33 \A1;18.33 \A1;18.33 \A1;7.42 \A1;1.20 \A1;5.03 \A1;2.00 \A1;6.48 \A1;5.95 \A1;6.75 \A1;1.20 \A1;.05 \A1;1.20 \A1;6.44 \A1;5.95 \A1;6.74 \A1;2.00 \A1;1.73 \A1;1.20 \A1;1.50 \A1;3.80 \A1;1.50 \A1;.15 \A1;28.65 \A1;3.73 \A1;10.90 .50 .50 .60 2.00 1.80 1.20 .80 .80 1.50 .10 1.00 \A1;.40 \A1;.40 \A1;.60 \A1;.60 \A1;.20 \A1;.20 \A1;.40 \A1;.20 \A1;.60 \A1;.40 \A1;2.20 \A1;.40 \A1;.20 : E-070 : E-020 : E-050 : E-030 : E-060 COLUMNAS Y PLACAS SOBRECIMIENTO REFORZADOS CONCRETO ARMADO DISEÑO SISMORESISTENTE SUELOS Y CIMENTACIONES CARGAS NORMAS VIGENTES ALBAÑILERIA ZAPATAS, VIGA DE CIMENTACION RESISTENCIA DEL CONCRETO CIMIENTOS CORRIDOS SOBRECIMIENTOS SOLADOS VIGAS Y TECHO ALIGERADO VIGAS PERALTADAS MUROS VIGAS DE CIMENTACION ZAPATAS RECUBRIMIENTOS COLUMNAS VIGAS CHATAS ESPECIFICACIONES TECNICAS Fy (ACERO) = 4,200 Kg/cm2. MORTERO TIPO PI (C:A 1:4) : F'c = 210 Kg/cm2 : CONCRETO CICLOPEO C:H 1:8 +25% P.M. : CONCRETO SIMPLE C:H 1:12 : F'c = 175 Kg/cm2 : F'c = 210 Kg/cm2 : F'c = 210 Kg/cm2 : 4.0 cm. MINIMO AL ESTRIBO : CARAS SECAS INTERIORES 5.0 cm. : 5.0 cm. AL Ø, 4.0 cm AL ESTRIBO 56 Tp =0.90seg. S=1.40 58 144 111 61 Lhd F'c = 210 Kg/cm2 21 28 35 42 Lhd Ldh Ld 23 33 43 22 29 58 44 31 36 72 55 38 43 86 66 46 ZONA 3 . PARAMETROS DEL SUELO : #8 (1") 212 158 LONGITUDES DE ANCLAJE Y TRASLAPES F'y = 4,200 Kg/cm2 #3 (3/8") #4 (1/2") #5 (5/8") #6 (3/4") Ld 47 36 48 63 61 79 73 95 SUELOS FLEXIBLES O CON DESCRIPCION DE LA NORMA E-30 : DISEÑO SISMO RESISTENTE - PARA EMPALMAR BARRAS DE ACERO MEDIANTE SOLDADURA SE RECOMIENDA: b) PRECALENTAR LAS VARILLAS DE ACERO, ANTES DE SOLDAR, A 100°C APROX. C<2.50 FACTOR DE ZONA (g)=0.40 63 F'c = 175 Kg/cm2 Ldh 24 32 39 47 ESTRACTOS DE GRAN ESPESOR LOSAS ALIGERADAS : 2.0 cm. SUPERIOR E INFERIOR - LOS VALORES SUPERIORES SE TOMARAN, CUANDO DEBAJO DE LA BARRA, SE COLOQUE MAS DE 30 cm. DE CONCRETO (EJM. BARRAS SUPERIORES EN VIGAS QUE TIENEN UN PERALTE MAYOR A 30 cm. + REC.), CASO CONTRARIO, SE TOMARAN LOS VALORES INFERIORES. a) EMPLEAR ELECTRODOS DEBAJO CONTENIDO DE HIDROGENO (PARA BAJAS TEMPERATURAS) EJEM. SUPERCITO E7018 t = 0.94 Kg/cm2 - PROF. DESPLANTE MINIMO(Df)=-1.80m. S/CARGA : 1er nivel=400kg/m2, 2do, 3ero,4to y 5toNIVEL=250Kg/m2 LADRILLO DE ARCILLA F'm (ALBAÑILERIA) = 45 Kg/cm2 : CONCRETO CICLOPEO C:H 1:10 + 30% P.G. (TAM. MAX. 6" : SUPERIOR : 4.0 cm AL ESTRIBO, INFERIOR Y LATERALES, 4.0 cm MIN. AL ESTRIBO. : CARAS EN CONTACTO CON EL TERRENO, CARAS EXPUESTAS A LA INTERPERIE Y : 7.5 cm. S/ENCOF. -5.0 cm C/ENCOF., SOLADO : CARAS MOJADAS, Ø < 5/8" = 4.0 cm, Ø >3/4" = 5.0 cm. : SUPERIOR : 3.0 cm AL ESTRIBO, INFERIOR Y LATERALES, 2.5 cm. MIN. AL ESTRIBO. LONGITUD MINIMA EN cm. DE ANCLAJE DE BARRAS EN TRACCION (Ld), EN COMPRES. (Ldb) Y DESARROLLO DE GANCHOS (Lhb) JUNTA DE SEPARACION SISMICA ... S > 5.00cm. . CATEGORIA DE EDIFICACION C(EDIFICACIONES COMUNES)........FACTOR(U)=1.00 - COEFICIENTE DE REDUCCION DE FUERZA SISMICA......(R)=8 DE ENTRE PISOS-------------------------DI/hei<0.007 PARAMETROS PARA DESPLAZAMIENTO LATERAL . SISTEMA ESTRUCTURAL : P O R T I C O S MIXTO . FACTOR DE AMPLIFICACION SISMICA . ZONIFICACION : AREA VERDE BANDERA AULA 01 AULA 02 AULA 03 C I R C U L A C I O N AULA 04 AULA 05 AULA 06 AULA 08 AULA 07 AULA 09 AULA 10 POZO TUBULAR SS.HH. SS.HH. MUJERES HOMBRES AULA 01 AULA 02 AULA 03 C I R C U L A C I O N AULA 04 AULA 05 AULA 06 AULA 08 AULA 07 AULA 09 AULA 10 SS.HH. SS.HH. MUJERES HOMBRES HALL C I R C U L A C I O N CIRCULACION EXISTENTE PATIO DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL CIRCULAC. CIRCULACION CIRCULACION EXISTENTE vereda AREA VERDE AREA VERDE AREA VERDE AREA VERDE BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA BARANDA METALICA HALL C I R C U L A C I O N DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL DRYWALL 5 .10 1 2 3 4 5 8 9 10 20 21 22 23 26 27 28 29 30 40 41 42 43 46 47 48 49 50 60 61 62 63 64 67 68 69 70 80 esc:1/25 5 1.20 5 1.20 .20 5 5 5 5 .20 1.00 .60 .16 .30 10 9 8 7 6 4 3 2 1 5 10 9 8 7 6 4 3 2 1 5 A B C D F E A B C D F 1 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-4 0.80 Varia. P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-3 2.80 0.86 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-3 2.80 0.86 0.00 V-3 2.80 0.86 0.00 V-3 2.80 0.86 2.00 V-5 0.80 0.80 P-1 1.20 2.80 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 2.00 V-1 0.80 4.28 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-3 2.80 0.86 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-3 2.80 0.86 0.00 V-3 2.80 0.86 0.00 V-3 2.80 0.86 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 0.00 V-2 2.80 0.80 2.00 V-4 0.80 Varia. P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 2.00 V-5 0.80 0.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-1 1.20 2.80 P-NN P-NN P-NN P-NN P-NN P-NN P-NN P-NN P-NN P-NN P-NN P-NN 2.00 V-4 0.80 Varia. P-1 0.90 2.80 P-1 0.90 2.80 P-1 0.90 2.80 P-NN P-NN P-NN P-NN P-NN P-NN P-NN P-NN P-NN P-NN P-NN P-NN P-NN P-NN P-NN 2.00 V-4 0.80 Varia. P-1 0.90 2.80 P-1 0.90 2.80 5 5 5 5 5 5 5 INICIO DE TRAZO 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 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 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 1 2 3 4 5 6 7 8 9 10 C I R C U L A C I O N HALL C I R C U L A C I O N NPT±0.00 NPT±0.00 NPT±0.00 NPT±0.00 NPT-0.10 JARDINERA JARDINERA NPT±0.00 CIRCULAC. vereda NPT-0.10 5 CAD. INSTITUCION EDUCATIVA " C I M A " AV. Grau s/n MZ. : B, Lote : 1 LA VICTORIA distrito PLANO UBICACION C I M A S.A.C. PROYECTISTAS PROYECTO PROPIETARIO APROBADO ESCALA FECHA LAMINA ARQUITECTURA 1 nivel 5 21 22 23 24 25 26 27 28 29 30 19 18 17 16 15 14 13 12 11 20 PLANTA 1er NIVEL ARQUITECTURA ESCALA 1/100 NPT±0.00 NPT±3.20 NPT±3.20 NPT±3.20 21 22 23 24 25 26 27 28 29 30 20 18 17 16 15 14 13 12 11 19 21 22 23 24 25 26 27 28 29 30 20 18 17 16 15 14 13 12 11 19 10 9 8 7 6 4 3 2 1 5 10 9 8 7 6 4 3 2 1 5 A B C D F E A B C D F 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 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 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 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA 2do, 3er NIVEL ARQUITECTURA ESCALA 1/100 NPT±3.20 NPT±6.40 NPT±9.60 5 5 5 5 5 5 5 5 5 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-3 C-1 C-3 C-3 C-3 C-3 PL-1 PL-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-4 C-4 C-5 C-6 C-6 C-6 C-6 C-7 C-7 C-7 C-7 4 4 3 3 3 3 3 3 3 3 4 4 4 4 3 3 3 3 3 3 3 3 4 4 4 4 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 3 4 4 4 4 4 4 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 6 6 6 6 6 6 6 6 6 6 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 Z-01 (1.20x11.30) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 10.90 7.42 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Z-02 (2.00x11.30) Z-02 (2.00x11.30) Z-02 (2.00x11.30) Z-01 (1.20x11.30) Z-03 (1.20x18.33) Z-04 (2.00x18.33) Z-04 (2.00x18.33) Z-05 (2.00x7.42) Z-06 (10.90x1.20) Z-07 (1.20x7.42) Z-08 (1.50x4.20) Z-08 (1.50x4.20) d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 d5/8"@0.20 5 5 5 10.90 6 6 6 6 6 6 SOLADO d5/8"@0.20 5 5 5 4 4 3 3 1 1 1 1 ZC-01 ZC-01 5 5 N.P.T +0.00 FALSO PISO d3/8"@0.20 4Ø3/4" 2Ø1/2" 4Ø5/8" 5 2d.05,3@.10,5@.15,R@.20 d3/8" CORTE 1-1 VC-01 5 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 SOLADO .10 5 5 5 5 5 4Ø3/4" 3Ø5/8" 2Ø1/2" d5/8"@0.20 d3/8"@0.20 5 5 5 5 ESC:1/25 2d.05,3@.10,5@.15,R@.20 d3/8" ESC:1/25 VC-02 VC-02 VC-02 VC-02 VC-02 VC-02 VC-02 VC-02 VC-02 VC-02 VC-02 VC-02 VC-02 VC-02 VC-02 VC-02 CORTE 2-2 VC-02 .10 5 5 5 5 5 5 5 N.P.T +0.00 FALSO PISO d5/8"@0.20 SOLADO 4Ø5/8" 3Ø3/4" 2Ø1/2" d3/8"@0.20 ESC:1/25 CORTE 3-3 2d.05,3@.10,5@.15,R@.20 d3/8" VC-01 5 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 .10 5 5 5 5 5 5 5 N.P.T +0.00 FALSO PISO d3/8"@0.20 d5/8"@0.20 4Ø5/8" 2Ø1/2" 3Ø5/8" 5 5 ESC:1/25 CORTE 4-4 2d.05,3@.10,5@.15,R@.20 d3/8" VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 VC-01 SOLADO 5 d3/8"@0.20 .10 5 5 5 5 5 3Ø5/8" 2Ø1/2" 4Ø5/8" N.P.T +0.00 FALSO PISO d5/8"@0.20 ESC:1/25 CORTE 5-5 2d.05,3@.10,5@.15,R@.20 d3/8" VC-01 3Ø3/4" 2Ø1/2" 3Ø5/8" 5 5 SOLADO SOLADO ESC:1/25 CORTE 6-6 2d.05,3@.10,5@.15,R@.20 d3/8" 4d3/4" 4d5/8" 5 5 C-1 ESC:1/20 2d.05,3@.10,5@.15,R@.20 d3/8" C-2 ESC:1/20 2d.05,3@.10,5@.15,R@.20 d3/8" C-2 ESC:1/20 2d.05,3@.10,5@.15,R@.20 d3/8" 5 5 4d3/4" 4d3/4" 5 ESC:1/20 2d.05,3@.10,5@.15,R@.20 d3/8" C-3 ESC:1/20 2d.05,3@.10,5@.15,R@.20 d3/8" 8d3/4" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3d3/4" 2d3/4" 2d3/4" 2d3/4" 2d3/4" 6d5/8" 2d3/4" 2d3/4" 4d5/8" 2d3/4" 2d3/4" 6d5/8" 6d5/8" 6d5/8" d1/2"@ 0.20 C-4 ESC:1/20 2d.05,3@.10,5@.15,R@.20 d3/8" C-5 ESC:1/20 2d.05,3@.10,5@.15,R@.20 d3/8" C-6 ESC:1/20 2d.05,3@.10,5@.15,R@.20 d3/8" C-7 ESC:1/20 2d.05,3@.10,5@.15,R@.20 d3/8" PL-1 ESC:1/20 2d.05,3@.10,5@.15,R@.20 d3/8" 6 24 43 N.P.T +0.00 N.P.T +3.20 N.P.T +6.40 N.P.T +9.60 N.P.T +12.80 N.P.T +1.60 N.P.T +4.80 N.P.T +8.00 N.P.T +11.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 d1/2"@0.20 5 5 5 5 5 5 5 5 ARQUITECTURA 2, 3 nivel CIMENTACION CAD. INSTITUCION EDUCATIVA " C I M A " AV. Grau s/n MZ. : B, Lote : 1 LA VICTORIA distrito PLANO UBICACION C I M A S.A.C. PROYECTISTAS PROYECTO PROPIETARIO APROBADO ESCALA FECHA LAMINA CAD. INSTITUCION EDUCATIVA " C I M A " AV. Grau s/n MZ. : B, Lote : 1 LA VICTORIA distrito PLANO UBICACION C I M A S.A.C. PROYECTISTAS PROYECTO PROPIETARIO APROBADO ESCALA FECHA LAMINA ALIGERADO 1 Y 2 NIVEL CAD. INSTITUCION EDUCATIVA " C I M A " AV. Grau s/n MZ. : B, Lote : 1 LA VICTORIA distrito PLANO UBICACION C I M A S.A.C. PROYECTISTAS PROYECTO PROPIETARIO APROBADO ESCALA FECHA LAMINA ALIGERADO 3ER NIVEL CAD. INSTITUCION EDUCATIVA " C I M A " AV. Grau s/n MZ. : B, Lote : 1 LA VICTORIA distrito PLANO UBICACION C I M A S.A.C. PROYECTISTAS PROYECTO PROPIETARIO APROBADO ESCALA FECHA LAMINA CIMENTACION Y ESTRUCTURA CAD. INSTITUCION EDUCATIVA " C I M A " AV. Grau s/n MZ. : B, Lote : 1 LA VICTORIA distrito PLANO UBICACION C I M A S.A.C. PROYECTISTAS PROYECTO PROPIETARIO APROBADO ESCALA FECHA LAMINA

Language	Spanish
Drawing Type	Plan
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, center, classrooms, details, DWG, education, educational, erdbebensicher strukturen, FOUNDATION, lightweight, plan, planning, plans, respective, school, seismic structures, stairs, structures, strukturen