Perimeter Wall DWG Section for AutoCAD

Perimeter Wall DWG Section for AutoCAD

Structural specifications of perimeter wall – View in plant – Elevation – Section

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

climbs, dance floor, stage, vip area, bar, control, office, warehouse, general tc, exit ups, ceiling light, exit tef., legend, electrical panel, ø pvc, ø future pvc, ceiling cable, telephone cable, double switch, simple switch, main panel, water pump, telephone outlet, electrical legend, roof piping, pipe per floor, triple switch, bkr, load diagram, location :, reservation, kva, description, pipeline , lime, cistern, feeders:, type thql, breakers, below ladder, entrance, level, vrv, section, panete, polished, water, exit, cover, ground, plant, detail of cistern, detail intersection beam column, no scale, poles, granular material, or sand, level of floor in walls, use low mooring beam, ecc, details of walls, terminations, corners, simple crossing, continuous lintels, ve, roof columns, columns between floors, flat beam vp -, flat beam section, cross beam section, columns, entrance pipe, inspection box, the evacion, with lid, half-length, full chamber and, flush handles, cover h. a., hat cover, grease trap detail, inspection camera detail, registration cover, runoff, through, passage, exit to filter, cover cleaning, septic detail detail of two chambers, a-a ‘section, zabaleta, caps cleaning, filtering well, ground, sewage, filtering detail, shirt, concrete, cap on, both sides, rods, threaded, detail of tijeral anchor, column, efforts of structural wood type c, visual characteristics of selection of wood, will not be allowed, – flaking or stabbing, – compression failures, – cracks., – existence of marrow., – neither hollow nor clustered., – Insect perforations by insects. rotting and cracking., load of design., on load, inclined, the bolts for union of the wood will be protected with anticorrosive paint, before being placed, will be washers and nuts, in wall and column, in wall or beam, technical specifications of wood, iron, content of sheet :, project :, teacher :, designer :, date :, sheet :, institute :, cibertec, wooden truss, fabricio pacheco d., arq. ligia peñaranda or., truss and detail of metal plate, with external reinforcement, detail of metal plate, upper or pairs ropes, lower or tie rope, metal connectors, braces, column c, shoe column, single line diagram, lightning rods, emergency plant , panel: main panel, canalization:, plant shed, tc on plateau, tc fan, tc fridge, barahona, cienaga, bahoruco, brook, dry stream, bahoruco river, juan esteban, project location, caribbean sea, ing . francisco a. gonzalez lopez, towards cloaca, design:, address, scale, owner :, structural calculations :, calculus eletricos :, date :, project manager :, drawer :, arq. Batista discards happy, content: structural details, ing. yovanny trinidad peña, reinforced concrete wall

Raw text data extracted from CAD file:

1.5 1.5 1.0 2.0 10 XX XX 1 SUBE 2 3 4 5 6 7 PISTA DE BAILE ESCENARIO AREA VIP BAR CONTROL OFICINA DEPOSITO 1 SUBE 2 3 4 5 6 7 PISTA DE BAILE ESCENARIO AREA VIP BAR CONTROL OFICINA DEPOSITO 3.00 1.90 2.77 4.80 7.97 2.29 8.15 4.07 3.17 5.16 1.56 5.98 8.69 3.60 11.65 7.79 7.81 4.12 2.04 4.00 8.38 7.55 1.31 7.55 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 978.1360107539381 LAMPARA FLUORECENTE DE2 TUBO 40 VATIOS TC GENERAL SALIDA UPS LUZ DE TECHO. SALIDA TEF. LEYENDA T/C S/N MESETA T/C NEVERA T/C 220V T R V T R D REGISTRO TV 10*10*6 REGISTRO DE TELEFONO 10*10*6 REGISTRO UPS 12*12*6 CM REGISTRO DE DATA 12*12*6CM PANEL ELECTRICO Ø PVC Ø PVC FUTURA CABLE DE TECHO CABLE DE TECHO CABLE TELEFONO INTERRUPTOR DOBLE INTERRUPTOR SIMPLE ILUMINACION INCANDECENTE (MAX. 100 W.) PANEL PRINCIPAL TOMACORRIENTE 11OV. TOMACORRIENTE 240.V. BOMBA DE AGUA SALIDA DE TELEFONO \fTahoma|b0|i0|c0|p34;S \fTahoma|b0|i0|c0|p34;S 2 LEYENDA ELECTRICA TUBERIA POR TECHO TUBERIA POR PISO INTERRUPTOR Triple \fTahoma|b0|i0|c0|p34;S 3 BKR 20 20 20 20 20 20 30 30 20 20 SIMILAR O IGUAL A :GEN CANT 1 3 CONDUCTORES CARGA CONECTADA: 18.516KVA DIAGRAMA DE CARGA PANEL: PA/A UBICACION: 0.385 RESERVA TC 110V C5 TC 220 C2 TC 220 C1 TC 110V C3 ILUMINACION C7 TC 110V C2 ILUMINACION C5 ILUMINACION C3 ILUMINACION C1 0.225 1.25 1.25 0.750 0.900 0.150 0.600 0.300 KVA DESCRIPCION DUCTO 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 1/2 CAL 12 12 12 12 12 12 10 12 12 10 PLANO:NIVEL 1 OTROS: 0.746 KVA ILUMINACION: 2.50KVA TOMACORRIENTES: 15.27KVA BKR DUCTO DESCRIPCION KVA 20 12 1/2 0.390 0.450 0.225 0.600 0.746 0.225 1.25 1.25 0.840 ILUMINACION C2 1/2 12 20 1/2 12 20 1/2 12 20 1/2 10 30 1/2 12 20 1/2 1/2 1/2 20 ILUMINACION C4 ILUMINACION C6 TC 110V C1 CISTERNA TC 110V C-6 T/C 220V C1 T/C 220V C2 TC UPS 1 CAL 10 12 10 30 30 ESPACION 12/24 TENSION 120/240V BARRAS 150 AMP ALIMENTADORES: 2THW#4 POTENCIAL THW#6 NEUTRO THW#8 TIERRA CANALIZACION: 1 0 PVC 1 3 5 7 9 11 13 15 B A NO NO 2 4 6 8 10 12 14 16 18 TIPO THQL 17 19 FASE:9.191KVA FASE:9.325KVA RESERVA:1.00KVA BREAKERS AMP. 150 AMP DISEÑO:13.96KVA CORRIENTE:73 AMP DESCARGA MAXIMA:12.961KVA 21 23 25 27 29 31 20 22 24 26 28 30 32 DEBAJO ESCALERA TC 110V C7 0.600 20 1/2 12 TC 110V C9 0.450 20 1/2 12 TC 110V C7 0.600 20 1/2 12 TC NEV 1 0.400 20 1/2 8 TC UPS 2 0.280 20 1/2 12 TC NE 5 0.400 20 1/2 12 0.600 1/2 20 TC 110V C8 12 0.450 1/2 20 T/C 110V C10 12 0.750 1/2 20 TC 110V C4 12 0.400 1/2 20 TC 110V C2 12 1.200 1/2 20 T/C SNM 12 0.400 1/2 20 TC NEV. 4 12 0.400 1/2 20 TC NEV. 6 12 FD 0.7 ENTRADA Nivel VRV SECCION .10 Panete Pulido d3/8" a .40 CV Block 6" Agua ENTRADA VP VF SALIDA Tapa 4d3/8" d3/4" a .20 Terreno Nivel PLANTA VF SALIDA VP .15 .15 .15 .15 DETALLE DE CISTERNA 5.00 2.50 2.00 d3/8"a0.10 2d H/6 LV/4 d3/8"a0.10 2d H/6 LV/4 LV/4 d3/8"a0.10 2d H/6 LV/4 LV/4 DETALLE INTERSECCION VIGA COLUMNA 0.40 0.90 0.25 0.60 0.20 0.05 -36.9484805429422 NO ESCALA BASTONES ZAPATA MURO 0.20 Mts. 3 d 3/8" MATERIAL GRANULAR O ARENA NIVEL DE PISO EN MUROS USAR VIGA DE AMARRE BAJO d 3/8" a d.25 d 3/8" a 0.60 9 ECC -36.9484805429422 3 d 1/2" -36.9484805429422 -36.9484805429422 -8.60207245646491 d 3/8" a d.25 EST. d 3/8" a 0.20 -36.9484805429422 2 d 1/2" \A1;0.60 MTS 3 d 3/8" 1 d 3/8" DETALLES DE MUROS NO ESCALA TERMINACIONES 1 d 3/8" -18.99237294236444 ESQUINAS ECC 8 4 d 3/8" CRUCE SENCILLO EST. d 3/8" @ 0.25 2 d 3/8" 2d 3/8" +1d 1/2" 3 d 3/8" DINTELES < 2.00 MTS EST. d 3/8" a 0.25 2 d 3/8" DINTELES > 2.00 MTS EST. d 3/8" @ 0.25 3 d 3/8" 3 d 3/8" DINTELES CONTINUOS .15 O .20 .20 RAMPA 11 RAMPA ESCALERA 2 d3/8"@0.29 V-E 0.14 MTS d1/2"@0.16 RAMPA DE ESCALERA 1 d3/8"@0.30 V-E d3/8''@0.29 B= 0.80 MTS 0.30MTS 0.14 MTS d3/8"@0.29 3d1/2 2d3/8 8d 1/2" A.D. 0.80 0.20 0.30 EST. d 3/8" @ 0.20 6 d 1/2" COLUMNAS DE TECHO .20 .30 EST. d 3/8" @ 0.20 8 d 1/2" COLUMNAS DE ENTRE PISO .20 .30 VIGA PLANA VP- EST. d 3/8" a 0.20 4 d 1/2" 4 d 3/8" 2.00 MTS. VIGA PLANA VP- SECCION VIGA PLANA 0.12MTS 0.40MTS 4 d 1/2" 4d 3/8" SECCION VIGA TRANSVERSAL (VX) EN TECHO 0.12MTS 0.38MTS 0.25MTS 3 d 3/8" 3d 1" SECCION VIGA TRANSVERSAL (VX) EN ENTRE PISO 0.13MTS 0.38MTS 0.25MTS 3 d 3/8" 5d 1" SECCION VIGA TRANSVERSAL 0.12MTS 0.40MTS 0.50MTS 4 d 3/8" 5d 1" EST. d 3/8" @ 0.20 6 d 1/2" COLUMNAS .50 .50 0.40 0.45 0.25 0.90 0.15 0.05 d 3/8" a 0.60 NO ESCALA ZAPATA MURO DE 0.15 Mts. NIVEL DE PISO EN MUROS USAR VIGA DE AMARRE BAJO -44.13501166738217 -44.13501166738217 O ARENA d 3/8" a d.25 3 d 3/8" MATERIAL GRANULAR -44.13501166738217 -15.78860358090488 ECC 6 -44.13501166738217 BASTONES EST. d 3/8" a 0.20 -44.13501166738217 3 d 1/2" 2 d 1/2" \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.15 \A1;VARIABLE \A1;0.10 \A1;0.10 TUBERIA DE ENTRADA -248.6271822067511 -248.6271822067511 PLANTA CAJA DE INSPECCION -248.6271822067511 -248.6271822067511 -248.6271822067511 -248.6271822067511 BLOQUE DE 6" ELEVACION -248.6271822067511 -248.6271822067511 CON LA TAPA -248.6271822067511 MEDIA CANA VARILLA d3/8" CAMARA LLENA Y BLOQUE DE 6" CON TIRADORES A RAS TAPA DE H. A. \A1;0.80 \A1;1.10 \A1;0.10 \A1;0.15 \A1;0.05 \A1;0.30 \A1;0.05 \A1;1.25 \A1;0.10 \A1;0.10 \A1;1.50 \A1;0.10 \A1;0.10 207.1103006384254 207.1103006384254 207.1103006384254 207.1103006384254 207.1103006384254 207.1103006384254 PLANTA 207.1103006384254 207.1103006384254 207.1103006384254 SECCION 207.1103006384254 207.1103006384254 Tapa de H.A 207.1103006384254 207.1103006384254 DETALLE TRAMPA DE GRASA S-10 3 NO ESCALA \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.10 \A1;Variable \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.10 \A1;0.50 \A1;0.50 \A1;0.10 \A1;0.05 Vt 3¨d 206.6153576800556 206.6153576800556 206.6153576800556 206.6153576800556 206.6153576800556 206.6153576800556 206.6153576800556 206.6153576800556 206.6153576800556 PLANTA PLANTA SECCION DETALLE CAMARA DE INSPECCION S-10 2 NO ESCALA Block 4" Block 4" 206.6153576800556 206.6153576800556 Block 4" 206.6153576800556 206.6153576800556 206.6153576800556 206.6153576800556 206.6153576800556 206.6153576800556 206.6153576800556 206.6153576800556 206.6153576800556 206.6153576800556 Tapa de H.A \A1;0.15 \A1;1.60 \A1;0.40 \A1;CAMARA DE AIRE \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.05 \A1;2.10 \A1;0.30 \A1;0.15 \A1;5.05 \A1;0.15 \A1;0.15 \A1;1.80 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.30 \A1;0.20 1193.437192741716 1193.437192741716 1193.437192741716 ENTRADA 1193.437192741716 2.80 1193.437192741716 PLANTA A TAPA REGISTRO 1193.437192741716 1193.437192741716 1193.437192741716 1193.437192741716 10% A' 1193.437192741716 0.60x0.60 TAPA REGISTRO 1193.437192741716 1193.437192741716 10% ESCURRIMIENTO POR PASO SALIDA HACIA FILTRANTE 0.30x0.30 TAPA LIMPIEZA 1193.437192741716 1193.437192741716 1193.437192741716 1193.437192741716 ENTRADA 1193.437192741716 1193.437192741716 1193.437192741716 DETALLE FOSA SEPTICA DE DOS CAMARAS 6 S-10 SECCION A-A' 2.20 NO ESCALA ZABALETA 1.20 1193.437192741716 P=10% 0.60x0.60 TAPAS DE LIMPIEZA 0.30x0.30 TAPA LIMPIEZA AL POZO FILTRANTE TERRENO AGUAS NEGRAS DETALLE FILTRANTE NO ESCALA S-10 7 d12" EN P.V.C. CAMISA DE TERRENO CONCRETO TAPA EN \A1;0.30 \A1;R.10 \A1;.30 TIJERAL 3"x4" TIJERAL 3"x4" AMBOS LADOS VARILLAS ROSCADA \U+2205 1/2 AMBOS LADOS PLANCHA DE METAL 1/4" ROSCA d1/2" "U" DE ANCLAJE DETALLE DE ANCLAJE DE TIJERAL COLUMNA ESCALA 1/10 ESFUERZOS DE LA MADERA ESTRUCTURAL TIPO C 1 - FLEXION fm = 100kg/cm2 2 - TRACCION ft = 75 kg/cm2 3 - COMPRESION PARALELA fc II = 80 kg/cm2 4 - COMPRESION PERPENDICULAR f 'c l = 15 kg/cm2 5 - ESFUERZO DE CORTE f v = 8 kg/cm2 6 - MODELO DE ELASTICO Em = 90.000 kg/cm2 CARACTERISTICAS VISUALES DE SELECCION DE MADERA 1 - LA MADERA NO DEBE PRESENTAR PUDRICCION 2 - NO DEBE PRESENTAR NUDOS MAYORES A 4 cm Y DISTANCIA A MAS DE 1mt. 3 - NO DEBE PRESENTAR PROBLEMAS DE DEGARRAMIENTO,FRACTURA ORAJADURAS. 4 - NO DEBE PRESENTAR PROBLEMAS DE ALABEO O ABARQUILLADO (1 %) ARQUEO (0.30 %) ESCOBADURA (0.33 % L) NO SE PERMITIRA - ESCAMADURAS O ACEBOLLADURAS - FALLAS DE COMPRESION. - GRIETAS. - EXISTENCIA DE MEDULA. - NI DE HUECO NI ARRACIMADOS. - PERFORACIONES DE INSECTOS POR INSECTOS. PUDRICCION Y RAJADURAS. CARGA DE DISEÑO. COBERTURA LIVIANA = 40 kg/cm2 SOBRE CARGA TECHO DE MADERA = 30kg/cm2 INCLINADA Los clavos seran galvanizados o en su defecto bañados en zinc (zincados) los pernos para union de la madera seran protegidos con pintura anticorrosiva antes de ser colocados , llevaran arandelas y tuercas EN MURO YCOLUMNA DETALLE DE ANCLAJE DE TIJERAL ESCALA 1/10 EN MURO O VIGA DETALLE DE ANCLAJE DE TIJERAL ESCALA 1/10 \A1;0.20 0.15 6" 3" 0.15 0.07 23.32828047954139 ESPECIFICACIONES TECNICAS DE MADERA ESPIGA ROSADA DE ANCLAJE d3/8" PLANCHA \A1;VIGA O COLUMNA 23.32828047954139 23.32828047954139 2d3/8" CORRIDOS S 1/4" @ 0.20 vig. 2"x8" Recub. 1" mezcla C:Ag Fibrablock 2" VS - 1(.15x.20) 1/4"d:1@0.20 4"d1/2" 0,25 0,15 0,1 CONTENIDO DE LAMINA: PROYECTO: DOCENTE: PROYECTISTA: FECHA: LAMINA: INSTITUTO: 18/07/2002 CIBERTEC CERCHA DE MADERA FABRICIO PACHECO D. ARQ. LIGIA PEÑARANDA O. 1:1 CERCHA Y DETALLE DE PLANCHA METALICA 0.4 0.4 0.25 0.25 0,4 -118.7895809092716 -118.7895809092716 -118.7895809092716 Placha metalica de 5 uniones con refuerzo exterior CERCHA DE MADERA COLUMNA DE H°A° DE 25X25 DETALLE DE PLANCHA METALICA ESC 1:5 -118.7895809092716 -118.7895809092716 CUERDAS SUPERIORES O PARES CUERDA INFERIOR O TIRANTE LUZ DE CERCHA = 5m. ALTURA DE CERCHA = 2m. ESC 1:20 -118.7895809092716 -118.7895809092716 -118.7895809092716 CONECTORES METALICOS ESC 1:10 ARRIOSTRES SECCION VIGA TRANSVERSAL VY-1=VY-2 0.52MTS 0.30MTS 2 d 1/2" 2d 3/4"+1d 3/8" VIGA VY-1=VY-2 EST. d 3/8" a 0.20 2 d 3/4"+1 d 3/8" 4.10MTS. VIGA VY-1=VY-2 SECCION LONGITUDINAL 2 d 1/2'' 5.12MTS. 7.33MTS. 5.62MTS. 2 d 3/4"+1 d 3/8" 2 d 3/4"+1 d 3/8" 2 d 3/4"+1 d 3/8" SECCION VIGA TRANSVERSAL VY-3 0.30MTS 0.20MTS 2 d 3/8" 3d 1/2"" VIGA VY-3 EST. d 3/8" a 0.20 3 d 1/2" 6.48MTS. VIGA VY-3 SECCION LONGITUDINAL SECCION VIGA TRANSVERSAL VX-1=VX-2 0.52MTS 0.30MTS 2 d 1/2" 2d 3/4"+1d 1/2" VIGA VX-1=VX-2 EST. d 3/8" a 0.20 2 d 3/4"+1 d 1/2" 4.70MTS. VIGA VX-1=VX-2 SECCION LONGITUDINAL SECCION VIGA TRANSVERSAL VX-3 0.52MTS 0.30MTS 2 d 1/2" 2d 1"+1d 3/4" VIGA VX-3 EST. d 3/8" a 0.20 2 d 1"+1 d 3/4" 7.49MTS. VIGA VX-3 SECCION LONGITUDINAL SECCION VIGA TRANSVERSAL VX-4 0.52MTS 0.30MTS 2 d 1/2" 2d 1"+1d 3/4" VIGA VX-4 EST. d 3/8" a 0.20 2 d1"+1 d 3/4" 8.73MTS. VIGA VX-4 SECCION LONGITUDINAL 8.73MTS. 2 d1"+1 d 3/4" SECCION VIGA TRANSVERSAL VX-5 0.32MTS 0.20MTS 2 d 1/2" 3d 3/8"" VIGA VX-5 EST. d 3/8" a 0.20 3 d 3/8" 5.40MTS. VIGA VX-5 SECCION LONGITUDINAL SECCION VIGA TRANSVERSAL VX-6=VX-7 0.30MTS 0.20MTS 2 d 3/8" 3d 1/2"" VIGA VX-6=VX-7 EST. d 3/8" a 0.20 3 d 1/2" 7.6MTS. VIGA VX-6=VX-7 SECCION LONGITUDINAL COLUMNA C_ NO ESCALA Est. d 3/8"a0.20 6 d 1/2" E01 4 \U+22050.30 7d 1/2" A.D. 1.15 1.15 ZAPATA COLUMNA NO ESCALA E01 4 DIAGRAMA UNIFILAR CISTERNA PA MEDIDOR 220 s CUT-OUT 200AMP 10 KA PARRAYOS 9 KVA TRANFORMADOR PROPUESTO 37.5KVA TIPO POSTE, SUMERGIDO EN ACEITE 7200 120/240 s CUT-OUT 200AMP M S PLANTA DE EMERGENCIA 300AMP 300AMP 150AMP 150AMP \A1;PANEL BOARD \A1;EN BARRA DE 300 AMP \A1;IF\A1;\S240/120;V \A1;COMPUESTO 1MAIN \A1;BREAKERS 300AMP \A1;1BREAKER DE 150AMP \A1;1BREAKER PREVISIOM 150AMP 2THW# 1/0 POTENCIAL 1THW# 4NEUTRO 1 THW# 6 TIERRA BKR 20 SIMILAR O IGUAL A :GEN CANT 1 3 CONDUCTORES CARGA CONECTADA: 30.465KVA DIAGRAMA DE CARGA PANEL: PANEL PRINCIPAL UBICACION: 1.00 ILUMINACION C1 KVA DESCRIPCION DUCTO 1/2 CAL 12 PLANO:NIVEL 1 OTROS: 18.785 KVA ILUMINACION: 6.58KVA TOMACORRIENTES: 5.1KVA BKR DUCTO DESCRIPCION KVA 20 12 1/2 0.600 ILUMINACION C2 CAL ESPACION 4.2 TENSION 120/240V BARRAS 150 AMP ALIMENTADORES: 2THW#1/0 POTENCIAL 1THW#2 NEUTRO 1THW#4 TIERRA CANALIZACION: 1 3 5 7 9 11 13 15 B A NO NO 2 4 6 8 10 12 14 16 18 TIPO THQL 17 19 FASEA:15.14KVA FASEB:15.385KVA RESERVA:1.00KVA BREAKERS AMP. 150 AMP DISEÑO:22.3255KVA CORRIENTE:116.27 AMP DESCARGA MAXIMA:21.325KVA 21 23 25 27 29 31 20 22 24 26 28 30 32 CASETA DE PLANTA 0.480 ILUMINACION C3 20 1/2 12 0.900 T/C5 0.720 20 1/2 12 ILUMINACION C7 20 1/2 12 0.180 ILUMINACION C9 20 1/2 12 20 1/2 12 20 1/2 12 20 1/2 12 20 1/2 12 20 1/2 12 20 1/2 12 20 1/2 12 20 1/2 12 20 1/2 12 20 1/2 12 0.900 TC2-1 0.240 ILUMINACION C2-3 0.300 TC ABANICO 4 1.200 TC 3 0.750 TC 5 0.600 ILUMINACION C2-1 0.600 ABANICO 2 0.200 TC SOBRE MESETA 0.500 C 5 ILUMINACION 0.300 T ABANICO 6 33 35 37 39 41 1.250 T A/A 30 1/2 12 1.250 TC 220V 30 1/2 12 1.250 TC 220V 30 1/2 12 1.250 TC 220V 30 1/2 12 34 36 38 40 42 20 12 1/2 0.700 ILUMINACION C4 20 12 1/2 1.050 TC-4 20 12 1/2 0.360 ILUMINACION C8 30 12 1/2 1.480 CISTERNA 20 12 1/2 0.240 TC2-2 20 12 1/2 0.500 ILUMINACION C2-2 20 12 1/2 0.300 TC ABANICO 20 12 1/2 0.600 TC 2 20 12 1/2 TC ABANICO 0.600 20 12 1/2 ILUMINACION C2-4 0.240 20 12 1/2 TC NEVERA 0.400 20 12 1/2 TC AB3 0.450 20 12 1/2 ILUMINACION C6 0.760 20 12 1/2 TC ABANICO 1-2 0.600 30 12 1/2 TA/A 1.250 30 12 1/2 T/C 220V 1.250 30 12 1/2 T/C 220V 1.250 30 12 1/2 T/C 220V 1.250 1 1/2Ø PVC BARAHONA LA CIENAGA BAHORUCO EL ARROYO ARROYO SECO RIO BAHORUCO JUAN ESTEBAN UBICACION DEL PROYECTO MAR CARIBE ING. FRANCISCO A. GONZALEZ LOPEZ CODIA: 19921 \A1;2.00 \A1;.20 \A1;.40 \A1;4.00 \A1;.20 \A1;1.60 \A1;.60 \A1;1.00 \A1;4.00 Hacia Cloaca Diseño: PROYECTO: Direccion n° escala 1 : 75 PROPIETARIO: Calculos estructurales: Calculos eletricos: Fecha: Encargado del proyecto: Dibujante: Arq. Descartes Batista Feliz Arq. Descartes Batista Feliz Contenido: 22-Sept-2009 ING. FRANCISCO A. GONZALEZ LOPEZ CODIA: 19921 7/9 DETALLES ESTRUCTURALES ING. YOVANNY TRINIDAD PEÑA CODIA: 18839 5 5 \A1;1.00 d 3/8" @ 0.15 5 5 5 5 d 3/8" @ 0.20 d 1/2" @ 0.15 d 1/2" @ 0.20 5 5 5 MURO DE HORMIGON ARMADO NO ESCALA SECCION MURO DE HORMIGON ARMADO NO ESCALA PLANTA C-1 C-1 MURO DE HORMIGON ARMADO NO ESCALA ELEVACION

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	autocad, betonsteine, concrete block, DWG, elevation, perimeter, plant, section, specifications, structural, View, wall, walls