Music School, Masonry Construction Details DWG Detail for AutoCAD

Details masonry of a music school, as well as design and operation of the structure.

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

finishing floor, firm concrete, reinforced, column, contratrabe, sheet:, project:, college of architects, teacher :, student :, jose francisco martin del campo saray., hugo guillermo jiménez garcia., superior technological institute of el grullo , design v, dimension. meters, hugo jiménez g., to r q u i t e c t o, acot. meters, college of architects, josé francisco martin del campo s., hugo guillermo jiménez g., reinforced concrete slab, detail of wall in foundations, abutments, with angle, cutting key, sup level. given, given, level, improvement of, terereno with tepetate, compacted to, elastic seal, francisco josé martin del campo s., ground floor, masonry, first level, second level, barrier, tendel, thickness, lhd, plaster, blight , dripper, dripper, pulled, trowel, insulation, details, acoustic wall, slabs embedded in walls or columns, balcony, slab, wall or column, wall and shoe, antivapor, masonry details, elevation, foundations, mortar rip, firm reinforced concrete, ceramic tile, floors

Raw text data extracted from CAD file:

\A1;.90 M MURO DE BLOCK DE 15X20X40 CM PISO DE ACABADO FIRME DE CONCRETO \A1;1.00 M \A1;PLANTILLA DE CONCRETO f’c=100 Kg/cm.2 ARMADO \A1;.30 M 5 CM \A1;.20 M EST. # 3 @25 CMS. |\U+0278 # 8 \A1;.15 M COLUMNA COLUMNA DE .60X.60 M ARMADO CON 6 \U+0278 DEL # 4 Y § DEL # 2 @ 20 CM CONCRETO DE F`C= 250 KG/CM² CONTRATRABE TRABE DE 40 X 60 CM ARMADA CON 8 \U+0278 DEL # 6 Y § DEL # 3 @ 15 CM CONCRETO DE F`C= 250 KG/CM² \A1;1.6667 \A1;2.4312 \A1;4.0006 \A1;2.0267 \A1;1.9856 \A1;5.0232 \A1;3.8593 \A1;21.4215 \A1;3.8786 \A1;3.9756 \A1;1.3084 \A1;1.1517 \A1;2.1489 \A1;2.2878 \A1;4.7884 \A1;19.4476 \A1;4.9214 \A1;38.2033 \A1;4.3172 \A1;2.9510 \A1;3.1197 \A1;2.6187 \A1;3.8301 \A1;33.1276 \A1;1.7569 \A1;1.9987 \A1;0.9437 \A1;2.9761 \A1;1.3411 \A1;2.9979 \A1;2.9738 \A1;2.9913 \A1;3.2176 \A1;1.6833 \A1;1.6638 \A1;1.8839 \A1;0.3600 \A1;2.6187 \A1;1.3124 \A1;2.5177 \A1;4.5904 \A1;1.2918 \A1;1.7339 \A1;2.5081 \A1;2.2440 1.75 1.95 1.87 1.84 0.45 0.98 1.46 2.73 2.80 2.02 0.45 0.98 2.11 2.25 1.79 1.46 1.80 1.59 1.24 1.87 1.60 2.25 2.11 1.73 1.73 2.25 2.05 0.58 2.37 2.82 0.67 0.87 2.09 1.90 3.12 2.14 1.95 2.10 2.08 1.99 2.14 1.04 1.07 1.62 2.81 1.79 2.16 1.55 2.32 1.80 1.79 1.82 2.29 1.95 2.11 1.71 1.73 2.24 2.95 2.19 2.42 2.42 2.54 2.75 2.41 2.41 2.45 2.70 1.60 1.50 1.72 2.37 2.15 1.51 1.64 2.91 2.42 2.14 1.49 1.41 1.74 5.61 5.06 6.82 2.89 5.43 3.26 0.82 1.67 2.12 2.90 1.45 6.82 1.67 0.58 \A1;4.3172 \A1;2.9510 \A1;3.1197 \A1;2.6187 \A1;3.8301 \A1;33.1276 \A1;1.6667 \A1;2.4312 \A1;4.0006 \A1;2.0267 \A1;1.9856 \A1;5.0232 \A1;3.8593 \A1;21.4215 \A1;3.8786 \A1;3.9756 \A1;1.3084 \A1;1.1517 \A1;2.1489 \A1;2.2878 \A1;4.7884 \A1;19.4476 \A1;4.9214 \A1;38.2033 1.74 5.06 5.43 3.26 0.82 1.45 2.11 1.73 1.73 2.25 2.05 2.37 2.82 0.67 1.75 1.95 1.87 1.84 0.45 0.98 1.46 2.73 2.80 2.02 0.45 0.98 2.11 2.21 1.46 1.80 1.59 1.24 1.95 2.10 2.08 1.79 2.16 1.76 1.80 1.79 1.82 2.29 1.95 2.11 1.71 1.73 2.24 2.95 2.19 2.42 2.42 2.54 2.75 2.41 2.41 2.45 2.70 1.60 1.72 2.37 2.15 1.51 1.64 2.91 1.62 2.14 1.49 1.41 \A1;4.5904 \A1;1.2918 \A1;1.7339 \A1;2.5081 \A1;2.2440 \A1;1.7569 \A1;1.9987 \A1;0.9437 \A1;2.9761 \A1;1.3411 \A1;2.9979 \A1;2.9738 \A1;2.9913 \A1;3.2176 \A1;1.6833 \A1;1.6638 \A1;1.8839 \A1;0.3600 \A1;2.6187 \A1;1.3124 \A1;2.5177 2.80 2.80 2.40 2.80 2.80 2.40 1.44 1.86 1.37 1.11 2.06 2.45 \A1;1.6667 \A1;2.4312 \A1;4.0006 \A1;2.0267 \A1;1.9856 \A1;5.0232 \A1;3.8593 \A1;21.4215 \A1;3.8786 \A1;3.9756 \A1;1.3084 \A1;1.1517 \A1;2.1489 \A1;2.2878 \A1;4.7884 \A1;19.4476 \A1;2.9761 \A1;1.8839 \A1;0.3600 \A1;4.9214 \A1;38.2033 \A1;4.3172 \A1;2.9510 \A1;3.1197 \A1;2.6187 \A1;3.8301 \A1;33.1276 0.58 6.82 1.67 2.80 2.80 2.40 1.44 1.86 \A1;1.7569 \A1;1.9987 \A1;0.9437 \A1;1.3411 \A1;2.9979 \A1;2.9738 \A1;2.9913 \A1;3.2176 \A1;1.6833 \A1;1.6638 \A1;2.6187 \A1;1.3124 \A1;2.5177 \A1;4.5904 \A1;1.2918 \A1;1.7339 \A1;2.5081 \A1;2.2440 1.75 1.95 1.87 1.84 0.45 0.98 1.46 2.73 2.80 2.02 0.45 0.98 2.11 2.21 1.46 1.80 1.59 1.24 2.11 1.73 1.73 2.25 2.05 2.37 2.82 0.67 2.08 1.76 1.82 1.79 2.16 1.55 2.36 2.32 1.76 1.80 1.79 1.82 2.29 1.95 2.11 1.71 1.73 2.24 2.95 2.19 2.42 2.42 2.54 2.75 2.41 2.41 2.45 2.70 1.60 1.72 2.37 2.15 1.51 1.64 2.91 1.62 2.14 1.49 1.41 1.74 5.06 5.43 3.26 0.82 1.45 3.44 2.82 1.27 2.45 1.98 2.58 1.12 2.54 2.46 1.10 2.93 2.24 2.36 1.76 0.79 1.72 8.65 1 LÁMINA: PROYECTO: COLEGIO DE ARQUITECTOS NOVIEMBRE 01 MAESTRO: ALUMNO: JOSÉ FRANCISCO MARTIN DEL CAMPO SARAY. HUGO GUILLERMO JIMÉNEZ GARCIA. INSTITUTO TECNOLOGICO SUPERIOR DE EL GRULLO DISEÑO V ACOTACIÓN. METROS HUGO JIMÉNEZ G. A R Q U I T E C T O (317 108 21 18 ) \W1.6;ARQUITECTURA (UNIÓN DE TVLA, JAL ) 1 NOVIEMBRE 01 \W4.55427; DISEÑO \W6.69937; V ACOT. METROS HUGO JIMÉNEZ G. A R Q U I T E C T O (317 108 21 18 ) (UNIÓN DE TVLA, JAL ) LÁMINA: \W1.6;ARQUITECTURA PROYECTO: COLEGIO DE ARQUITECTOS MAESTRO: ALUMNO: JOSÉ FRANCISCO MARTIN DEL CAMPO S. HUGO GUILLERMO JIMÉNEZ G. 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1.719473166457874 8.653111083721797 \A1;.80 2Ø1/2″ \A1;.50 0.8 \A1;.20 \A1;.40 \A1;.40 2Ø1/2″ 3Ø1/2″ LOSA DE CONCRETO ARMADO \A1;52.5 \A1;52.5 \A1;175 \A1;70 VAR. No. 4 @ 20cm VAR. No. 5 @ 20cm VAR. No. 5 VAR. No. 4 @ 20cm F’y= 100 Kg/cm2 PLANTILLA DE 5cm ESP. @ 20cm DETALLE DE MURO EN CIMENTACION No. 3 @ 25cm ESTRIBOS DEL CON ANGULO LLAVE DE CORTANTE 4″ x 3/8″ \A1;25 \A1;20 NSD= -0.15 NIVEL SUP. DADO NDZ= -1.55 \A1;100 4 # 6 4 # 6 MURO TABIQUE 20X40X10 DADO NIVEL DESPLANTE MEJORAMIENTO DE TERERENO CON TEPETATE COMPACTADO AL 95% PROCTOR \A1;20 SELLO ELASTICO DETALLE “1” \A1;7mm \A1;1.5cm \A1;7.8cm \A1;10cm 1 NOVIEMBRE 02 \W4.55427; DISEÑO \W6.69937; V ACOT. METROS HUGO JIMÉNEZ G. A R Q U I T E C T O (317 108 21 18 ) (UNIÓN DE TVLA, JAL ) LÁMINA: \W1.6;ARQUITECTURA PROYECTO: COLEGIO DE ARQUITECTOS MAESTRO: ALUMNO: FRANCISCO JOSÉ MARTIN DEL CAMPO S. HUGO GUILLERMO JIMÉNEZ G. INSTITUTO TECNOLOGICO SUPERIOR DE EL GRULLO PLANTA BAJA \W6.55652; ESCALA: \W6.55652; 1:150 ALBAÑILERIA 2 NOVIEMBRE 02 \W4.55427; DISEÑO \W6.69937; V ACOT. METROS HUGO JIMÉNEZ G. A R Q U I T E C T O (317 108 21 18 ) (UNIÓN DE TVLA, JAL ) LÁMINA: \W1.6;ARQUITECTURA PROYECTO: COLEGIO DE ARQUITECTOS MAESTRO: ALUMNO: FRANCISCO JOSÉ MARTIN DEL CAMPO S. HUGO GUILLERMO JIMÉNEZ G. INSTITUTO TECNOLOGICO SUPERIOR DE EL GRULLO PRIMER NIVEL \W6.55652; ESCALA: \W6.55652; 1:150 ALBAÑILERIA 3 NOVIEMBRE 2 \W4.55427; DISEÑO \W6.69937; V ACOT. METROS HUGO JIMÉNEZ G. A R Q U I T E C T O (317 108 21 18 ) (UNIÓN DE TVLA, JAL ) LÁMINA: \W1.6;ARQUITECTURA PROYECTO: COLEGIO DE ARQUITECTOS MAESTRO: ALUMNO: FRANCISCO JOSÉ MARTIN DEL CAMPO S. HUGO GUILLERMO JIMÉNEZ G. INSTITUTO TECNOLOGICO SUPERIOR DE EL GRULLO SEGUNDO NIVEL \W6.55652; ESCALA: \W6.55652; 1:150 ALBAÑILERIA BARRERA TENDEL GRUESO L.H.D. ENLUCIDO TIZÓN GOTERÓN VIERTEAGUAS TIRADO DE LLANA AISLAMIENTO 1/2 PIE L.C.V. 1 NOVIEMBRE 02 \W4.55427; DISEÑO \W6.69937; V ACOT. METROS HUGO JIMÉNEZ G. A R Q U I T E C T O (317 108 21 18 ) (UNIÓN DE TVLA, JAL ) LÁMINA: \W1.6;ARQUITECTURA PROYECTO: COLEGIO DE ARQUITECTOS MAESTRO: ALUMNO: FRANCISCO JOSÉ MARTIN DEL CAMPO S. HUGO GUILLERMO JIMÉNEZ G. INSTITUTO TECNOLOGICO SUPERIOR DE EL GRULLO detalles muro acústico \A1;.25 Ø3/8″ – 1@.05, 4@.10, 3@.15, Rto.@.20 a/e 24 Estribos \A1;.70 2Ø1/2″ 2Ø1/2″ 2Ø1/2″ 1Ø1/2″ 1Ø1/2″ 1Ø1/2″ 1Ø1/2″ 1Ø1/2″ 1Ø1/2″ 2Ø1/2″ 2Ø1/2″ 2Ø1/2″ 2Ø1/2″ 2Ø1/2″ 2Ø1/2″ 1Ø1/2″ 1Ø1/2″ 1Ø1/2″ 2Ø1/2″ .20 .20 LOSAS EMPOTRADA EN MUROS O COLUMNAS BALCÓN Ø3/8″ – 1@.05, 4@.10, 3@.15, Rto.@.20 a/e 24 Estribos Ø3/8″ – 1@.05, 4@.10, 3@.15, Rto.@.20 a/e 24 Estribos LOSA LOSA MURO O COLUM. MURO Y ZAPATA ZAPATA CORRIDA DE 1.00 M DE ANCHO ARMADA CON \U+0278`S DEL # 5 @ 15 CM AMBOS SENTIDOS Y COLADA CON CONCRETO DE F`C= 250 KG/CM² ANTIVAPOR \A1;52.5 \A1;52.5 \A1;175 \A1;70 VAR. No. 4 @ 20cm VAR. No. 5 @ 20cm VAR. No. 5 VAR. No. 4 @ 20cm F’y= 100 Kg/cm2 PLANTILLA DE 5cm ESP. @ 20cm DETALLE DE MURO EN CIMENTACION No. 3 @ 25cm ESTRIBOS DEL CON ANGULO LLAVE DE CORTANTE 4″ x 3/8″ \A1;25 \A1;20 NSD= -0.15 NIVEL SUP. DADO \A1;100 4 # 6 4 # 6 MURO TABIQUE 20X40X10 DADO MEJORAMIENTO DE TERERENO CON TEPETATE COMPACTADO AL 95% PROCTOR \A1;20 SELLO ELASTICO DETALLE “1” detalles ALBAÑILERIA ALZADO MURO tabique 20x40x10 estribo @ 15 cm varilla 1/2 cimentación REPELLADO DE MORTERO FIRME DE CONCRETO ARMADO LOSETA DE CERAMICA 7mm 1.5cm 7.8cm 10cm PISOS