Office Building DWG Section for AutoCAD

Office buildings – arquitectural plants – sections

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

main beam, detail of slab dense, without esc, compression layer foundry on site, anchor pin, double joist to load wall, are scale, earth, compacted, det. solera sf, without scale:, type block, saltex, concrete, unscaled, section polin cy encajuelado, adbesto cement, block wall, sheet, galvanized, without scale, channel detail, concrete type saltex, botaguas, botaguas and channel, fascia, shotgun, corrugated sheet, vertical section, university of el salvador, wall, floor level projection, stair detail, dense slab, typical joints in block walls, horizontal, with reinforcement, alternate, det. structural wall, for elevator, modulation detail, joist, vault, beam joist according to design, bovedailla cut in support, for the roof tile we will use, a waterproofing called, cermix impercool acrylic sealant, with what is intended to waterproof, or avoid filtrations in the slab, to discharge the rainwater, to the existing pipelines, note:, elevation, both directions, compacted soil, pedestal, coating, rap column, plant, architect :, dept. of architecture engineering, office building., project :, presents :, technology of construction ii, matter :, molina carlos luis., arq. alba asturias de alvarez., sheet:, mancia, marlon dejesús., mancia, marlon de jesus., stair railings, detail of handrails in corridor, last access, hollow roof height, concrete slab, permanent, ventilation, det. dense slab, dense slab, water ball duct

Raw text data extracted from CAD file:

15,6 7,5 7,5 6,9 0,6 6,9 0,6 0,6 12,51 8 4 0,5 6,35 1,15 0,5 3,41 0,7 11,1 7,5 2,95 2,3 0,7 0,6 6,9 0,6 17 8 8,5 0,5 6,85 1,15 1,15 0,5 6,35 0.4 0.6 0.4000048830080232 0.6000097660157735 VIGA PRINCIPAL escala 1:10 4No. 3 \A1;est. \S1#4;” @40cm 4No. 3 No. 2@0.125 5 5 0.03 0.03 5 0.15 1.00 #3@0.20 #3@0.15 DETALLE DE LOSA DENSA #3@0.20 @3@0.15 DEJAR ARMADORAS#3 @3@0.45 #3@0.15 Sin Esc \A1;0.15 \A1;1.00 \A1;0.03 \A1;0.03 \A1;VARIABLE \A1;3.75 \A1;0.6 capa de compresion fundicion en obra pin de anclaje electromalla 6×6 9/9 doble vigueta para cargar pared SON ESCALA 4 1/2″ \U+2205 estribo de 1/4″ @ 0.15 \U+2205 \A1;0.40 \A1;0.05 \A1;0.05 \A1;0.50 \A1;0.60 6 Ø 3/8″ EST. Ø 1/4″ @ 0.20 N.P.T.=0-0.00 TIERRA COMPACTADA DET. SOLERA SF SIN ESCALA: BLOQUE TIPO SALTEX 0.50 0.70 0.40 0.30 .15 F`c=230kg/cm2 varilla #3@ 10 cm en en ambos sentidos concreto \T1.25;20% \T1.25000;8\T1.25000;’ 6,00 2,00 2,00 2,00 4,10 6.0 2.0 2.0 2.0 4.100000000000023 sin escala SECCION POLIN C Y ENCAJUELADO (cotas en plgs) 0.25 DE ADBESTO CEMENTO 0.125 0.40 A 0.60 M VAR. #4 0.15 SC PARED DE BLOQUE LAMINA GALVANIZADA SIN ESCALA 0.15 DETALLE DE CANAL DE CONCRETO TIPO SALTEX \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.70 \A1;0.30 0.2999999999999545 0.2000000000000455 \A1;2< 1 \S1#2;\H1.4286x;"x1 \H0.7x;\S1#2;\H1.4286x;"x\H0.7x;\S3#16;\H1.4286x;" 0.0999999999999091 0.1000000000001364 \A1;< 1 \S1#2;\H1.4286x;"x1 \H0.7x;\S1#2;\H1.4286x;"x\H0.7x;\S3#16; \H1.4286x;soldado a escopeta 0.1500000000000909 0.6999999999998181 0.2999999999999545 VM-1 BOTAGUAS POLIN C DE 4" ENCAJUELADO DE ADBESTO CEMENTO POLIN C DE 4" BOTAGUAS Y CANAL FASCIA GANCHO 1/2 @0.50 ESCOPETA COLUMNA C-1 TIRANTES 3/8 LAMINA ACANALADA LAM. GALVANIZADA No. 26 SECCION VERTICAL 5 Universidad de El Salvador PARED PROYECCION DE NIVEL DE PISO #3 @0.10 N=0+3.24 #3 @0.25 #3 @0.25 #4 @0.10 N=0+1.42 #3 @0.10 N=0+0000 #4 @0.10 #3 @0.10 #3 @0.25 4 #4 #2 @ 0.15 PARED N=0+1.42 4 #4 #2 @ 0.15 PARED PARED sin escala DETALE DE ESCALERA 0.12 0.12 0.30 0.18 15,6 7,5 7,5 6,9 0,6 6,9 0,6 0,6 4 1,15 1,15 15,6 7,5 7,5 6,9 0,6 6,9 0,6 0,6 12,5 8 4 0,5 6,35 1,15 0,5 3,41 0,7 11,1 7,5 2,95 2,3 0,7 0,6 6,9 0,6 17 8 8,5 0,5 6,85 1,15 1,15 0,5 6,35 15,6 7,5 7,5 12,5 8 4 11,1 7,5 2,95 17 8 8,5 12,5 8 0,5 6,35 1,15 0,5 3,41 0,7 11,1 7,5 2,95 2,3 0,7 0,6 6,9 0,6 17 8 8,5 0,5 6,85 0,5 6,35 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;T \T1.25;A \T1.25;A \T1.25;A \T1.25;B \T1.25;B \T1.25;B \T1.25;C \T1.25;T \T1.25;T \T1.25;T \T1.25;T \T1.25;T \T1.25;T \T1.25;T \T1.25;T \T1.25;T \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 \T1.25;1 \T1.25;2 \T1.25;3 \T1.25;4 \T1.25;5 \T1.25;6 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 \T1.25;A \T1.25;A \T1.25;B \T1.25;B \T1.25;B \T1.25;C \T1.25;A \T1.25;1 \T1.25;2 \T1.25;3 \T1.25;4 \T1.25;5 \T1.25;6 \T1.25;15% \T1.25;8.7' \T1.25;15% \T1.25;8' \T1.25;15% \T1.25;8' \T1.25;15% \T1.25;8.7' \T1.25;8' \T1.25;15% \T1.25;8' \T1.25;15% \T1.25;15% \T1.25;15% \T1.25;15% losa densa \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;V.M \T1.25;V.M \T1.25;V.M \T1.25;V.M \T1.25;V.M \T1.25;V.M \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;B.A.LL \T1.25;B.A.LL \T1.25;B.A.LL -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 -243.4775188229978 \T1.25;A \T1.25;B \T1.25;C \T1.25;1 \T1.25;3 \T1.25;6 \T1.25;V.M \T1.25;A \T1.25;A \T1.25;A \T1.25;A \T1.25;A \T1.25;A \T1.25;B \T1.25;B 14,65 2,13 2,8 0,6 2,64 0,6 2,64 0,6 2,64 2 0,2 14,65 3,24 3,24 3,24 4,93 2,8 3,24 3,24 3,24 0,94 1,19 15,6 7,5 7,5 17 8 8,5 \A1;900 sin escala UNIONES TIPICAS EN PAREDES DE BLOQUE DET. ARMADO 1 DET. ARMADO 3 DET. ARMADO 2 HORIZONTAL CON REFUERZO ALTERNADO GRAPA No.2 HORIZONTAL CON REFUERZO ALTERNADO GRAPA No.2 DET. ARMADO 4 HORIZONTAL CON REFUERZO ALTERNADO GRAPA No.2 HORIZONTAL CON REFUERZO ALTERNADO GRAPA No.2 DET. PARED ESTRUCTURAL PARA ASCENSOR sin escala grapa # 2 @ 0.20 , en cisas enlazando refuerzo vertical de paredes colocar baston @0.10 en pared estructural, y @ 0.20 cm en pared de relleno block de concreto de 15x20x40 cm 15,6 7,5 7,5 6,9 0,6 6,9 0,6 0,6 12,51 8 4 0,5 6,35 1,15 0,5 3,41 0,7 11,1 7,5 2,95 2,3 0,7 0,6 6,9 0,6 17 8 8,5 0,5 6,85 1,15 1,15 0,5 6,35 15,6 7,5 7,5 12,51 8 4 11,1 7,5 2,95 17 8 8,5 5 5 5 5 5 5 5 detalle de modulacion SIN ESCALA 0.6 0.4 vigueta bovedilla max=0.48 min=0.24 aramdo de viga segun diseño electromalla 6x6 9/9 0.6000097660157735 0.4000048830080232 bovedilla cortada en apoyo escala 1:10 0.1 0.6 0.12 0.48 0.2 0.05 0.05 4.06 2.71 4 6 Para la losa de azotea utilizaremos un impermeabilizante llamado Cermix Impercool Sellador Acrilico con lo que se pretende impermeabilzar o evitar filtraciones en la losa dicha losa tiene una pendiente de 1% para descargar las aguas lluvias hacia los ductos existentes NOTA: 5 5 5 5 5 5 5 5 \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;SF \T1.25;T \T1.25;A \T1.25000;A´ \T1.25;A" \T1.25;B \T1.25;B´ \T1.25;B" \T1.25;C \T1.25;T \T1.25;T \T1.25;T \T1.25;T \T1.25;T \T1.25;T \T1.25;T \T1.25;T \T1.25;T \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 \T1.25;z-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \T1.25;1 \T1.25;2 \T1.25;3 \T1.25;4 \T1.25;5 \T1.25;6 COLUMNA 60X50cms. COMPACTADA TIERRA \A1;2.0 \A1;0.35 ELEVACION AMBOS SENTIDOS 1/2" @ 0.10 \U+2205 @ 0.15 ESTRIBO DE 1/4" 4 1/2" \U+2205 SUELO COMPACTADO PEDESTAL DET. SECCION COLUMNA C-1 DET. COLUMNA C-1 sin escala RECUBRIMIENTO DE COLUMNA R.A.P. 7 ESTRIBOS @ 0.15m 10 ESTRIBOS @ 0.10m 10 ESTRIBOS @ 0.05m 4 1/2" \U+2205 \T1.25;A \T1.25;A \T1.25;CORTE A-A \T1.25;B \T1.25;B \T1.25;CORTE B-B \T1.25;PLANTA ESTRUCTURAL: sin escala sin escala sin escala DET. ZAPATA Z-1 2.00 2.00 AMBOS SENTIDOS 1/2" @ 0.10 \U+2205 PLANTA ARQUITECTO: DPTO. DE INGENIERIA DE ARQUITECTURA EDIFICIO DE OFICINAS. PROYECTO: PRESENTA: TECNOLOGIA DE LA CONSTRUCCION II MATERIA: MOLINA CARLOS LUIS. ARQ. ALBA ASTURIAS DE ALVAREZ. HOJA: MANCIA, MARLON DEJESÚS. ARQUITECTO: DPTO. DE INGENIERIA DE ARQUITECTURA EDIFICIO DE OFICINAS. PROYECTO: PRESENTA: TECNOLOGIA DE LA CONSTRUCCION II MATERIA: MOLINA CARLOS LUIS. ARQ. ALBA ASTURIAS DE ALVAREZ. 3 HOJA: 4 MANCIA, MARLON DE JESÚS. ARQUITECTO: DPTO. DE INGENIERIA DE ARQUITECTURA EDIFICIO DE OFICINAS. PROYECTO: PRESENTA: TECNOLOGIA DE LA CONSTRUCCION II MATERIA: MOLINA CARLOS LUIS. ARQ. ALBA ASTURIAS DE ALVAREZ. ABRIL DEL 2012 ESC. 1:75 4 HOJA: 4 MANCIA, MARLON DE JESÚS. ARQUITECTO: DPTO. DE INGENIERIA DE ARQUITECTURA EDIFICIO DE OFICINAS. PROYECTO: PRESENTA: TECNOLOGIA DE LA CONSTRUCCION II MATERIA: MOLINA CARLOS LUIS. ARQ. ALBA ASTURIAS DE ALVAREZ. NOTA: 1 HOJA: 4 MANCIA, MARLON DE JESÚS. ESC. 1:75 ESC. 1:75 ESC. 1:75 ABRIL DEL 2012 ABRIL DEL 2012 ABRIL DEL 2012 NOTA: NOTA: NOTA: 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT= 0+0.00 NPT= 0+3.24 NPT= 0+6.48 NPT= 0+9.72 NPT= 0+0.00 NPT= 0+9.72 NPT= 0+6.48 NPT= 0+3.24 TUBO DE HIERRO O2 1/2" PASAMANOS DE ESCALERA SIN ESCALA DETALLE DE PASAMANOS EN PASILLO ULTIMO ACCESO ALTURA TECHO DE HUECO T= T-3382 Losa de hormigón permanente Ventilación 5 5 5 5 5 5 \T1.25;ESCALA: 1:75 \T1.25;ESCALA: 1:75 \T1.25;ESCALA: 1:75 2 4 5 5 5 \T1.25;A \T1.25;B \T1.25;C 5 5 5 \T1.25;1 \T1.25;2 \T1.25;3 \T1.25;4 \T1.25;5 \T1.25;6 F`c=250kg/cm2 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 VT1-20 \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP \T1.25;VP No. 3 @0.15 dejar armadoras No. 3 No. 3 @0.15 No. 3 @0.20 No. 3 @0.15 No. 3 @0.20 No. 3 @0.45 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \T1.25;A \T1.25;A \T1.25;B \T1.25;B \T1.25;B \T1.25;C \T1.25;A \T1.25;1 \T1.25;2 \T1.25;3 \T1.25;4 \T1.25;5 \T1.25;6 DET. LOSA DENSA 0.25 DE ADBESTO CEMENTO 0.125 0.40 A 0.60 M VAR. #4 0.15 SC PARED DE BLOQUE LAMINA GALVANIZADA SIN ESCALA 0.15 DETALLE DE CANAL DE CONCRETO TIPO SALTEX \T1.25;15% \T1.25;8.7' \T1.25;15% \T1.25;8' \T1.25;15% \T1.25;8' \T1.25;15% \T1.25;8.7' \T1.25;8' \T1.25;15% \T1.25;8' \T1.25;15% \T1.25;15% \T1.25;15% \T1.25;15% Losa Densa \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;V.M \T1.25;V.M \T1.25;V.M \T1.25;V.M \T1.25;V.M \T1.25;V.M \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;P \T1.25;B.A.LL \T1.25;B.A.LL \T1.25;B.A.LL 5 5 5 5 5 5 5 5 5 5 5 5 \T1.25;A \T1.25;B \T1.25;C \T1.25;1 \T1.25;3 \T1.25;6 \T1.25;V.M \T1.25;A \T1.25;A \T1.25;A \T1.25;PLANTA ENTREPISO: \T1.25;PLANTA DE TECHOS: \T1.25;ESCALA: 1:75 \T1.25;ESCALA: 1:75 CONDUCTO DE AGUA BALL \T1.25;A \T1.25;B \T1.25;B \T1.25;B \T1.25;B capa de compresion fundicion en obra pin de anclaje electromalla 6x6 9/9 doble vigueta para cargar pared SIN ESCALA vigueta bovedilla max=0.48 min=0.24 aramdo de viga segun diseño electromalla 6x6 9/9 5 5 bovedilla cortada en apoyo SIN ESCALA 5 5 VIGA PRINCIPAL SIN ESCALA 4No. 3 \A1;est. \S1#4;" @40cm 4No. 3 No. 2@0.125 Para la losa de azotea utilizaremos un impermeabilizante llamado Cermix Impercool Sellador Acrilico con lo que se pretende impermeabilzar o evitar filtraciones en la losa dicha losa tiene una pendiente de 1% para descargar las aguas lluvias hacia los ductos existentes NOTA: VM-1 BOTAGUAS POLIN C DE 4" ENCAJUELADO DE ADBESTO CEMENTO POLIN C DE 4" TIRANTES 3/8 LAMINA ACANALADA