Multi-Use Room In Missionary Church DWG Block for AutoCAD

Multi-Use Room In Missionary Church DWG Block for AutoCAD

Salon multiple missional church – Complete design

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

variable, excavation, wick for mooring, tijeral, expansion board, foundations, technical specifications, national regulations of buildings, coating:, reinforced concrete, simple concrete, f’c, rne, foundation, ground level, lightened slab, ridge smooth zinc ex., smooth zinc frieze, tijerales distribution, smooth zinc ridge, wall, aluminized hinges, interior, fiber cement panel board, lizard caspi wood, det. latticework, plastic mesh, det. high window, cedar of first, note:, details of joints, attached to both sides, isometry of veneer, frame, door frame, standard:, content of moisture :, preservation :, treatment :, design manual for woods of the group Andean, prematek or similar two hands, wood preservative type, average, minimum, strength :, structural group ” c ”, technical specifications of wood, perpendicular compression, parallel compression, bending, parallel traction, parallel cut , living room of various uses, electrical installations, ceiling projection, sa, b, comes from group electrogen, going to pt, double switch, isometric view, switch, wall, pipe, embedded in, over ceiling, electrical outlet, floor, luminaire of exterior, circular luminaire, with accessories incorperados, going to dt, dt, or ceiling, conductor embedded in floor, conductor embedded in wall, or wall, symbol, description, legend, simple inipolar switch, inipola switch r double, pt, earthed, sa, b, note:, to energize will be made of the existing generator group, conductors, thermoplastic materials resistant to moisture and fire retardant, pipes, boxes, accessories, boards, for exits such as pushbuttons, tv antenna. telephones, etc. will be similar to those of the monochrome series, made of ticino with anodized aluminum plates., both in distribution board will be for, embed, metal. the dimensions will be given by the supplier, and with its respective grounding point, switches, white color, receptacles, bakelite, white color, grounding, type connector, for grounding, sifted and compacted earth, lighting, unifiliar diagram, metal cabinet, pt., goes to the group, electrogen exist., reservation, installed load box, pot. unit. w, pot- partial w, total installed power, installed power, maximum demand chart, quantity, factor, v-a, plant – architecture, level slab lightened, level. ground, corrugated roof, right lateral elevation, staircase mortar, niv. extraordinary growth, elevation of the main façade, rear elevation, corrugated roof timpani, caspi lizard or sim., b-b cut, roof plane, corners, corrugated ironwork, brace between, cut a-a

Raw text data extracted from CAD file:

0.475 1.20 2" 0.75 0.40 0.25 0.625 0.625 1.50 2" 0.50 3.00 0.25 0.20 0.35 0.30 1.20 0.75 0.40 2" 1.20 .325 0.25 .325 0.90 .325 0.25 .325 0.90 0.25 0.475 0.457 0.25 0.475 1.20 0.50 0.25 3.00 0.20 0.30 0.35 1.20 1.20 0.625 0.625 0.25 0.50 1.50 0.25 0.50 3.00 0.20 0.35 0.30 1.20 0.75 0.40 1.20 0.75 0.40 2" 1.50 0.25 1.20 0.625 0.625 1" 1.50 .4873 0.25 1" 0.25 .4873 1.20 .30 0.75 0.40 2" 1.20 1" 1.20 0.30 0.45 0.875 0.7373 0.25 1" 0.25 0.7373 2.00 0.875 0.25 2.00 0.90 3.00 3.00 3.00 3.00 3.00 3.50 3.50 2.8623 0.90 1.20 1.20 1.50 0.40 1.60 .2754 2.8623 1.50 1.50 2.00 1.20 1.20 1.20 1.20 1.20 1.20 1.50 1.50 1.50 1.50 2.00 1.20 1.20 1.50 1.50 0.25 0.25 0.25 0.15 0.25 0.25 0.25 1" 0.25 0.90 0.90 0.90 0.90 0.90 0.90 Variable 3.00 3.00 2.8623 .2754 2.8623 1" 0.40 0.40 1" 0.40 3.00 0.90 1.60 0.90 2.8623 2.8623 0.40 1.10 Variable 8.99 11.99 0.30 0.30 0.30 0.30 0.30 0.40 0.40 0.90 0.90 0.40 0.40 0.95 0.95 0.40 0.95 0.90 0.70 3.00 0.90 0.25 0.14 2.12 0.90 0.40 0.90 0.90 0.40 0.90 .2754 8.99 11.99 0.60 1.69 0.40 0.30 0.25 0.30 0.25 .15 0.25 3.00 3.00 3.00 3.00 3.00 3.38 3.37 2.87 3.00 3.00 3.00 2.87 0.127 0.127 2.8623 .2754 2.8623 2.8623 0.127 0.127 .2754 2.8623 0.90 0.90 0.95 0.95 0.90 0.90 0.90 0.90 0.95 0.95 0.95 0.95 0.90 0.90 2.00 0.45 0.44 3.50 0.45 0.45 1.05 1.05 1.05 1.05 3.50 7.00 0.30 0.25 0.30 0.25 0.10 0.30 0.10 0.30 0.10 0.20 .04 0.20 \A1;1.00cm. 6" 2.75 Variable 2.75 a 2.61 1.22 0.61 0.61 0.61 0.61 1.22 9.20 2.10 0.80 0.80 0.80 0.80 0.80 0.30 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.60 0.13 6.26 6.42 .33 0.65 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.65 0.14 1.22 6" 6" 0.916 0.916 0.90 0.916 22.20 4.39 1.50 1.50 0.75 1.16 .15 2.85 16.64 0.60 .10 0.29 0.35 0.40 0.30 0.50 0.30 0.25 0.40 0.30 0.15 6.70 .15 0.25 0.25 4.85 0.50 0.50 0.40 0.30 0.30 0.30 .10 0.70 0.30 1.76 .15 4.35 0.50 1.50 1.16 1.16 9.32 0.60 1.50 .60 .33 .40 .70 .40 .30 .50 .30 0.50 0.30 0.50 0.30 .80 1.00 0.14 0.10 0.10 3 2.40 0.10 0.60 0.60 0.45 0.15 3.50 7.00 1.20 3.00 3.00 3.00 3.00 21.00 1.20 3.00 3.00 3.00 3.00 7.00 1.20 .20 .42 1.50 .43 .20 .43 1.50 .42 .20 2.8623 .2754 2.8623 2.8623 .2754 2.8623 1.00 1.00 1.00 1.00 3.50 3.00 3.00 21.00 1.20 .20 1.50 1.50 3.00 1.50 Excavacion Solado e= 2", C:A, 1:10 Fierro corrugado ø 1/2" @ 0.17 a/s 0.25 0.50 3.00 4 4 3 3 Nivel losa aligerado =+1.50 Nivel terreno nat. =+- 0.00 V 101 (0 .25 X 0.30 ) V 101 (0 .25 X 0.30 ) 0.20 0.35 Mecha para amarre de tijeral 0.30 1.20 2" 3 0.75 0.40 1.20 Z2- C1 ( 12 UND. ) Excavacion Solado e= 2", C:A, 1:10 Fierro corrugado ø 1/2" @ 0.17 a/s 0.50 3.00 0.25 4 4 3 3 Nivel losa aligerado =+1.50 Nivel terreno nat. =+- 0.00 V 101 (0 .25 X 0.30 ) V 101 (0 .25 X 0.30 ) 0.20 0.35 Mecha para amarre de tijeral 0.30 1.20 0.75 0.40 2" 1.20 .325 0.25 .325 0.90 .325 0.25 .325 0.90 Z1- C1 ( 04 UND. ) 0.475 0.25 0.475 1.20 0.457 0.25 0.475 1.20 Excavacion Solado e= 2", C:A, 1:10 Fierro corrugado ø 1/2" @ 0.17 a/s 0.50 0.25 Nivel terreno nat. =+- 0.00 3.00 4 4 Nivel losa aligerado =+1.50 3 0.20 V 101 (0 .25 X 0.30 ) 0.30 0.35 de tijeral V 101 (0 .25 X 0.30 ) Mecha para amarre 1.20 2" 0.75 0.40 1.20 Z4 - C1 ( 05 UND. ) 0.25 0.625 0.625 1.50 0.625 0.625 0.25 0.50 1.50 V C (0 .25 X 0.15 ) Fierro corrug. ø 1/2" @ 0.17, a/s Fierro corrug. ø 1/2" @ 0.17, a/s Fierro corrug. ø 1/2" @ 0.17, a/s V C (0 .25 X 0.15 ) Excavacion Solado e= 2", C:A, 1:10 Fierro corrugado ø 1/2" @ 0.17 a/s 0.75 0.40 2" 1.20 Z3 - C1 ( 02 UND. ) 1.50 0.625 0.25 0.625 V 101 (0 .25 X 0.30 ) V 101 (0 .25 X 0.30 ) 1" Junta de dilatacion Fierro corrug. ø 1/2" @ 0.17, a/s 1.50 .4873 0.25 1" 0.25 .4873 1.20 .30 3' 3' Excavacion Solado e= 2", C:A, 1:10 Fierro corrugado ø 1/2" @ 0.17 a/s 0.75 0.40 2" 1.20 V 101 (0 .25 X 0.30 ) V 101 (0 .25 X 0.30 ) 1" Junta de dilatacion 3' 3' 1.20 0.30 0.45 Z-5 C-1 ( 01 UND. ) 0.7373 0.25 1" 0.25 0.7373 2.00 0.875 0.25 0.875 2.00 Fierro corrug. ø 1/2" @ 0.17, a/s 0.90 0.90 1.20 1.20 1.50 3.00 3.00 3.00 3.00 3.00 3.50 3.50 A B C D E F G H 1 2 3 Z1 - C1 Z2 - C1 Z2 - C1 Z3 - C1 Z2 - C1 Z2 - C1 Z2 - C1 Z1 - C1 Z2 - C1 Z 4 - C14 Z4 - C1 Z5 - C1 Z4 - C1 Z4 - C1 Z4 - C1 Z2 - C1 Z1 - C1 Z2 - C1 Z3 - C1 Z2 - C1 Z2 - C1 Z2 - C1 Z1 - C1 Cimiento p/escalera Cimentacion 0.40 1.60 D' .2754 <>23 <>23 1.50 1.50 2.00 1.20 1.20 1.20 1.20 1.20 1.20 1.50 1.50 1.50 1.50 Z2 - C1 2.00 1.20 1.20 1.50 1.50 0.25 Corte 3-3 6 ø 1/2" 1/4", 2 @ 0.05, 4 @ 0.10 3 @ 0.15, resto a 0.20 0.25 Corte 4-4 4 ø 3/8" 1/4", 2 @ 0.05, 4 @ 0.10 3 @ 0.15, resto a 0.20 0.25 0.15 0.25 Corte 3' - 3' 6 ø 1/2" 1/4", 2 @ 0.05, 4 @ 0.10 3 @ 0.15, resto a 0.20 0.25 0.25 1" 0.25 = 175 kg/cm2 Solado = mezcla, 1 : 10 ( c:a ) Piso de cemento pulido = 1 : 2 ( c:a ) ESPECIFICACIONES TECNICAS Viga cimentación = 5 cm Zapatas = 7.5 cm Vigas = 4 cm (lado mayor a 15cm.) Vigas = 2.5 cm (lado menor o igual a 15cm.) Reglamento Nacional de Edificaciones Columnas = 2.5 cm (lado menor o igual a 15cm.) Columnas = 4 cm (lado mayor a 15cm.) = 4,200 kg/cm2 RECUBRIMIENTO: CONCRETO ARMADO CONCRETO SIMPLE f'c fy R.N.E. = 210 kg/cm2 f'c Cimiento corrido = mezcla 1 : 8 ( c:a ) 0.90 0.90 0.90 0.90 0.90 0.90 ø 1/4" 2 @ 0.05, 4 @ 0.10, 3 @ 0.15, resto a 0.20 ø 1/4" 2 @ 0.05, 4 @ 0.10, 3 @ 0.15, resto a 0.20 ø 1/4" 2 @ 0.05, 4 @ 0.10, 3 @ 0.15, resto a 0.20 ø 1/4" 2 @ 0.05, 4 @ 0.10, 3 @ 0.15, resto a 0.20 1 ø 1/2" 2 ø 1/2" 0.40 0.40 1 ø 1/2" 2 ø 1/2" 0.90 0.90 2 ø 1/2" 0.40 0.40 1 ø 1/2" 2 ø 1/2" 0.95 0.95 1 ø 1/2" 0.40 1 ø 1/2" 2 ø 1/2" 2 ø 1/2" 0.40 1 ø 1/2" 2 ø 1/2" 1 ø 1/2" 1 ø 1/2" 0.95 2 ø 1/2" 2 ø 1/2" 0.90 0.70 Excavacion 3.00 3.00 A B C E H 1 2 3 4 5 6 7 8 9 8 ø 1/2" ø 3/8" @ 0.20 0.90 0.90 0.25 Nivel Terreno natural = + - 0.00 Nivel = + 1.50 m. 1 ø 1/2" 2 2 1 1 1 1 1 1 1 1 2 2 2 2 Viga 101 ( 0.25 X 0.30 ) 0.14 2.12 0.90 1.60 Tubo galv. ø 1 1/2" 0.40 0.90 0.90 0.90 0.40 0.90 D D' 2.8623 .2754 2.8623 8.99 11.99 0.60 0.40 1.10 1.69 8 ø 1/2" 0.40 ø 1/4" 2 @ 0.05, 4 @ 0.10, 3 @ 0.15, resto a 0.20 ø 1/4" 2 @ 0.05, 4 @ 0.10, 3 @ 0.15, resto a 0.20 ø 1/4" 2 @ 0.05, 4 @ 0.10, 3 @ 0.15, resto a 0.20 ø 1/4" 2 @ 0.05, 4 @ 0.10, 3 @ 0.15, resto a 0.20 2 ø 3/8" 2 ø 3/8" 2 ø 3/8" 2 ø 3/8" 1 ø 3/8" 2 ø 3/8" 2 ø 3/8" 3.00 3.00 A B C E H 2 ø 3/8" Viga Collarin ( 0.25 X 0.15 ) D D' 2.8623 .2754 2.8623 8.99 11.99 5 5 5 5 5 5 5 5 1" 0.30 0.30 0.30 0.30 0.30 0.40 0.40 1 ø 1/2" 2 ø 1/2" 1" Variable Variable 0.30 0.25 Corte 1-1 6 ø 1/2" 1/4", 2 @ 0.05, 4 @ 0.10 3 @ 0.15, resto a 0.20 2 ø 3/8" 0.30 0.25 Corte 2-2 5 ø 1/2" 1/4", 2 @ 0.05, 4 @ 0.10 3 @ 0.15, resto a 0.20 2 ø 3/8" Corte 3-3 4 ø 3/8" 1/4", 2 @ 0.05, 4 @ 0.10 3 @ 0.15, resto a 0.20 .15 0.25 3.00 3.00 3.00 3.00 3.00 V- 101 ( 0.25 X 0.30 ) V- 101 ( 0.25 X 0.30 ) V- 101 ( 0.25 X 0.30 ) V- 101 ( 0.25 X 0.30 ) V- 101 ( 0.25 X 0.30 ) V- 101 ( 0.25 X 0.30 ) V- 101 ( 0.25 X 0.30 ) V- 101 ( 0.25 X 0.30 ) V- 101 ( 0.25 X 0.30 ) V- 101 ( 0.25 X 0.30 ) V- 101 (0.25 X 0.30) V- 101 (0.25 X 0.30) 5 5 1 2 3 5 3.00 3.00 3.00 5 0.127 0.127 0.127 0.127 Losa Aligerada A B C D E F G H 2.8623 .2754 2.8623 2.8623 .2754 2.8623 D' 0.90 0.90 5 5 0.90 0.90 0.90 0.90 5 5 5 5 0.90 0.90 V- 101 (0.25 X 0.30) V- 101 (0.25 X 0.30) V- 101 (0.25 X 0.30) V- 101 (0.25 X 0.30) V- 101 (0.25 X 0.30) V- 101 (0.25 X 0.30) V- 101 (0.25 X 0.30) = 175 kg/cm2 Solado = mezcla, 1 : 10 ( c:a ) Piso de cemento pulido = 1 : 2 ( c:a ) ESPECIFICACIONES TECNICAS Viga cimentación = 5 cm Zapatas = 7.5 cm Vigas = 4 cm (lado mayor a 15cm.) Vigas = 2.5 cm (lado menor o igual a 15cm.) Reglamento Nacional de Edificaciones Columnas = 2.5 cm (lado menor o igual a 15cm.) Columnas = 4 cm (lado mayor a 15cm.) = 4,200 kg/cm2 RECUBRIMIENTO: CONCRETO ARMADO CONCRETO SIMPLE f'c fy R.N.E. = 210 kg/cm2 f'c Cimiento corrido = mezcla 1 : 8 ( c:a ) 2.00 5 5 ø 3/8" 2 @ 0.05, 4 @ 0.10, 3 @ 0.15, resto a 0.20 ø 3/8" 2 @ 0.05, 4 @ 0.10, 3 @ 0.15, resto a 0.20 0.45 0.44 1.05 1.05 1.05 1.05 3.50 3.50 1 2 3 2 ø 1/2" 2 ø 1/2" 1 ø 1/2" 1 ø 1/2" 1 ø 1/2" 2 ø 1/2" 2 ø 1/2" 3 3 4 4 3 3 4 4 Viga 101 ( 0.25 X 0.50 ) 1 ø 1/2" 7.00 0.45 0.45 0.30 0.25 6 ø 1/2" 1/4", 2 @ 0.05, 4 @ 0.10 3 @ 0.15, resto a 0.20 Corte 3-3 0.30 0.25 5 ø 1/2" 2 ø 3/8", 2 @ 0.05, 4 @ 0.10 3 @ 0.15, resto a 0.20 Corte 4-4 2 ø 3/8" 1/4", 2 @ 0.05, 4 @ 0.10 0.10 0.30 0.10 0.30 DET. LOSA ALIGERADA h=0.20m ESC.: S/E 0.10 Acero de temperatura d1/4" @ .25 5 0.20 0.20 Ø 1/2" Piso pulido e=1" 1.16 1.16 9.32 0.60 2" x 6" 2" x 6" 2" x 4" 2" x 4" 2" x 4" 2" x 4" 2" x 4" 2" x 6" 2" x 6" 1.50 Chapas 1" a/l .33 .60 .33 .40 .70 .40 .30 .50 .30 0.50 0.30 0.50 0.30 Chapas 1" a/l .80 Traslape 1" a/l Traslape 1" a/l 1.00 0.14 0.65 0.80 0.80 0.80 0.80 0.80 0.10 0.80 0.80 0.80 0.80 0.80 0.10 Correas de 2" x 3" Calamina corrug. BG 26 3' X 6' exist. Cumbrera de zinc liso exist. Tijeral T-1, (b= 9.32, h= 1.50), (Cant.= 07 und.) 0.15 6.70 .15 Friso de zinc liso 0.25 0.25 4.85 Tijeral T-2, (b= 6.26, h= 1.50), (Cant.= 02 und.) 0.50 0.50 0.40 0.30 0.30 0.30 0.30 .10 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.60 0.13 0.70 0.30 1.76 .15 4.35 6.26 Traslape 1" a/l 0.50 Correas de 2" x 3" Calamina corrug. BG 26 3' X 6' exist. 1.50 2" x 6" 2" x 6" 2" x 6" 2" x 6" 2" x 4" 2" x 4" Chapas 1" a/l 6.42 0.65 0.14 1.50 0.75 1.16 .15 2.85 5 2" x 6" 2" x 6" 2" x 6" 0.60 .10 0.80 0.80 0.80 0.80 0.80 0.29 2" x 6" 0.35 2" x 4" 0.40 0.30 0.50 0.30 Chapas 1" a/l Traslape 1" a/l Calamina corrug. BG 26 3' X 6' exist. Correas de 2" x 3" Tijeral T-3, (b= 4.16, h= 1.50), (Cant.= 01 und.) Chapas 1" a/l 0.25 Friso de zinc liso 0.40 0.30 5 1 2 3 4 5 6 7 8 9 Distribucion de Tijerales Tijeral T - 1 Tijeral T - 1 Tijeral T - 1 Tijeral T - 1 Tijeral T - 1 Tijeral T - 1 Tijeral T - 2 Tijeral T - 2 Tijeral T - 3 Tijeral T - 1 Tijeral T - 1 Tijeral T - 1 Cumbrera de zinc liso Correas de madera 2"x3" @ 0.80 m. de lagarto c. 22.20 9.20 N.P.T.+ 1.50 M. 2.10 1 1 3 P03 3 1.50 SECCION 3-3 Marco de 2''x4'' Madera machihembrada de 3/4'' x 4'' Muro Bisagras aluminizadas 3 1/2''x 3 1/2'' Marco de 2''x4'' INTERIOR S/E Marco de 2''x4'' Madera machihembrada de 3/4'' x 4'' Bisagras aluminizadas 3 1/2''x 3 1/2'' Marco de 2''x4'' INTERIOR Muro Plancha panel fibra cemento e= 4 mm, de 1.22 x 0.61 1.22 0.61 0.61 0.61 0.61 1.22 o sim. de 2" x2" Madera lagarto caspi DET. ENTRAMADO DE CIELORASO S/E Madera lagarto caspi o sim. de 2"x2" 0.916 0.916 2.75 0.90 Marco de madera 2"x4" Fierro liso 1/2" Malla plastica Variable 2.75 a 2.61 @ 0.168 m. Det. Ventanal alta cedro de primera 0.916 NOTA: DETALLES DE EMPALMES ADOSADO A AMBOS LADOS ENCHAPE DE MADERA e=1" ISOMETRIA DE ENCHAPE 6" 6" 6" 1 1/2'' x 6'' Bastidor S/E SECCION 1-1 1.00cm. 1 1/2'' x 4'' Bastidor INTERIOR Muro Marco de 2''x4'' 1 1/2'' x 4'' Bastidor de puerta NORMA : CONTENIDO DE HUMEDAD: PRESERVACION: TRATAMIENTO: Manual de diseño para maderas del Grupo Andino Prematek ó similar dos manos Preservante para madera de tipo M.E Promedio M.E Minimo 12% a 18% 55,000 kg/cm2 90,000 kg/cm2 RESISTENCIA: GRUPO ESTRUCTURAL ''C'' ESPECIFICACIONES TECNICAS DE LA MADERA Compresión perpendicular Compresión paralela Flexión Tracción paralela Corte paralelo 8 kg/cm2 75 kg/cm2 15 kg/cm2 80 kg/cm2 100 kg/cm2 1.22 1 2 3 4 5 6 7 8 9 Salon de Usos Varios Instalaciones Electricas Proyeccion de techo Proyeccion de techo Junta de dilatacion e=1" 5 c b Sc b b b b b a a a a a a a C 1 S-a,b T T T C 3 Viene de grupo electrogeno existe. 2,500 hp. Va a P.T. S/E. S/E. S/E. INTERRUPTOR DOBLE VISTA ISOMETRICA INTERRUPTOR PARED TUBERIA EMPOTRADA EN h= 1.50 m.s.n.p.t. SOBRE CIELO RASO TUBERIA TOMACORRIENTE VISTA ISOMETRICA PISO EMPOTRADA EN PARED EMPOTRADA EN TUBERIA h= 0.40 m. TOMACORRIENTE TUBERIA INTERRUPTOR VISTA ISOMETRICA SOBRE CIELO RASO TUBERIA EMPOTRADA EN TUBERIA PARED h= 1.50 m.s.n.p.t. INTERRUPTOR 1 5 4 3 (PARA ADOSAR) LUMINARIA DE EXTERIORES 1.- 1 ARRANCADOR DE 40 W c/u 3.- 1 LAMPARA FLUORESCENTE DE 1x40 W c/u 5.- 1 PANTALLA SIN DIFUSOR DE LUZ 4.- 1 JUEGO DE TERMINAL 2.- 1 REACTORES DE 40 W - 220 V - 60 Hz 2 S/E. LUMINARIA CIRCULAR CON ACCESORIOS INCORPERADOS b b C 2 Va a D.T. D.T. a O CIELORRASO CONDUCTOR EMBUTIDO EN PISO CONDUCTOR EMBUTIDO EN MURO T.D. equipo c/I.T. 1" O PARED SIMBOLO DESCRIPCION L E Y E N D A FLUORESCENTE RECTO 1 X 40 W. INTERRUPTOR INIPOLAR SIMPLE INTERRUPTOR INIPOLAR DOBLE P.T PUESTA A TIERRA TOMACORRIENTE SIMPLE, h = 0.40 Fluorescente circular 32 w. S Sa,b ø 220V-60 hz, h=1.80 m. NOTA : Para energizar se realizara del Grupo electrogeno existente ESPECIFICACIONES TECNICAS CONDUCTORES SERAN DE COBRE ELECTROLITO (BASE DE CONDUCTIBILIDAD) CON AISLAMIENTO DE MATERIALES TERMOPLASTICO RESISTENTE A LA HUMEDAD Y RETARDANTE AL FUEGO TUBERIAS CAJAS ACCESORIOS TABLEROS CON AISLAMIENTO TIPO THW TW PARA 600 V.SE UTILIZARA CON MINIMO EL CALIBRE 2.5 mm2 LOS CONDUCTORES TENDRAN UN COLOR DIFERENTE PARA CADA FASE. SERAN DE PVC (CLORURO DE POLIVINILICO) DEL TIPO LIVIANO "SEL" EXCEPTO PARA LOS ALIMENTADORES PRINCIPALES DE CADA TABLERO Y/O SUB-TABLEROS QUE IRAN EN TUBERIAS PVC DEL TIPO PESADAS "SAP", DIAMETROS MINIMOS DE 15 mm PVC-SEL Y 20 mm PVC-SAP. SERAN DE FIERRO GALVANIZADO "LIVIANO" (1.59 mm DE EXPESOR TIPO OCTOGONAL O RECTANGULAR, SEGUN SEA EL CASO ) PARA LAS SALIDAS TALES COMO PULSADORES, ANTENA DE TV. TELEFONOS, ETC.SERAN SIMILARES A LOS DE LA SERIE MONOCRO_ MADO DE TICINO CON PLACAS DE ALUMINIO ANONIZADO. TANTO EN TABLERO DE DISTRIBUCION SERAN PARA EMPOTRAR, METALICOS. LAS DIMENCIONES SERAN DADAS POR EL PROVEEDOR, LOS INTERRUPTORES SERAN AUTOMATICOS, "TERMOMAGNETICOS" DE TIPO "NO FUSE" Y CON SU RESPECTIVA TOMA DE PUESTA A TIERRA INTERRUPTORES COLOR BLANCO. SERAN DE USO GENERAL DE 15 A. , 20 A , 40 A. / 230 V. CON TAPA DE BAKELITA, SERAN CON USO GENERAL CON PUESTA A TIERRA, DE 15 A / 230 V. CON TAPA TOMACORRIENTES BAKELITA, COLOR BLANCO PUESTA TIERRA CONECTOR DE Br TIPO TUBO PVC-SAP 25.4 mm PARA PUESTA A TIERRA COMPUESTO QUIMICO ( TORGEL O SIM.) 0.15 0.20 COND. Cu. DESNUDO 25 mm2, 7 hilos TIERRA CERNIDA Y COMPACTADA CONECTOR Br. TIPO AB - 5/8" Ø AB 5/8" Ø TAPA DE CONCRETO 0.30x0.30m COND. Cu. DESNUDO 25mm2, 7 hilos ESCALA 1/25 VARILLA DE Cobre Puro ø 5/8" X 2.40M. 2.40 0.10 0.60 0.60 0.45 0.15 C - 3 2x20A 2x20A PVC - SAP - 20mm2ø + 2x2.5 mm2 TW ILUMINACION 2x30A C - 2 DIAGRAMA UNIFILIAR TD - 1 2x60A C - 4 C - 1 PVC - SAP - 20mm2ø + 2x2.5 mm2 TW ILUMINACION GABINETE METALICO 2x20A PT. Va al Grupo electrogeno exist. PVC - SAP - 20mm2ø + 2x4 mm2 + 1x4mm2 TW TOMACORRIENTE RESERVA CUADRO DE CARGA INSTALADA LAMPARA FLUORES. TIPO SPOR LIGT 32W. LAMPARA FLUORESCENTE 1 x 40W. ESPECIFICACIONES TECNICAS POT. UNIT. W POT- PARCIAL W TOMACORRIENTES (puntos) TOTAL POTENCIA INSTALADA 32.00 64.00 40.00 640.00 600.00 900.00 POTENCIA INSTALADA CUADRO DE MAXIMA DEMANDA MAXIMA DEMANDA = POTENCIA INSTALADA x FACTOR DE DEMANDA Fd. = fu x fs MAXIMA DEMANDA = 1.60 x 0.40 MAXIMA DEMANDA = 0.64 KW CANT. 02 16 03 64.00 640.00 1.00 POTENCIA INSTALADA Factor 1.00 1,800.00 0.50 1,604.00 1.60 Kw (tapajunta metalica en piso) 1 2 3 4 5 6 7 8 9 Salon de Usos Varios V-1 V-1 P-1 V-A V-A 3.50 3.50 7.00 Nivel losa aligerado = + 1.50 1.20 3.00 3.00 3.00 3.00 3.00 21.00 1.20 3.00 3.00 3.00 3.00 3.00 21.00 7.00 Proyeccion de techo Proyeccion de techo Proyeccion de techo Tabiqueria de madera 1" x 1.85 ml. Tabiqueria de madera 1" x 1.85 ml. 1.20 1.20 .20 .42 1.50 .43 .20 1.50 .20 .43 1.50 .42 .20 2.8623 .2754 2.8623 2.8623 .2754 2.8623 Junta de dilatacion e=1" C-3 C-3 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-2 C-2 C-2 A A Planta - Arquitectura B B V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A V-A Bastidor Vertical 2"x3"x1.85 m. Bastidor horizontal 1"x3"x2.61 m. tabla 1"x10"x1.85 m. Bastidor Vertical 2"x3"x1.85 m. Bastidor horizontal 1"x3"x2.61 m. tabla 1"x10"x1.85 m. 1 2 3 4 5 6 7 8 Nivel Terreno natural + - 0.00 Nivel losa aligerado + 1.50 Nivel + 6.00 Niv. terreno nat.= + - 0.00 Nivel + 1.50 m. Nivel + 4.50 m. Nivel + 6.00 Cumbrera de zinc liso Cobertura corrugada Elevacion lateral Derecha Tubo galv. ø 1 1/2" Nivel + 4.50 Junta de Dilatacion e=1" Columna 0.25 x 0.25 mortero F'C=175 Kg/cm2 Nivel + 3.35 Viga collarin de 0.25 x 0.15 Viga collarin de 0.25 x 0.15 Viga 101 de 0.25 x 0.30, mortero F'C=210 Kg/cm2 Columna 0.25 x 0.25 mortero F'C=175 Kg/cm2 Escalera mortero f'c=175 Kg/cm2 bg 26 3' x 6' 9 Viga 101 de 0.25 x 0.30, mortero F'C=210 Kg/cm2 Niv. creciente extraordinaria + 1.00 m. c/10 años 8 7 6 5 4 3 2 1 Elevacion Fachada Principal Nivel Terreno natural + - 0.00 Nivel + 1.50 Nivel + 2.40 Nivel + 3.60 Nivel + 4.50 Nivel + 6.00 Cumbrera de zinc liso Cobertura corrugada Viga collarin de 0.25 x 0.15 Viga 101 de 0.25 x 0.30 Niv. creciente extraordinaria + 1.00 m. c/10 años bg 26 3' x 6' Elevacion Posterior Nivel Terreno natural + - 0.00 Nivel + 1.50 Nivel + 4.50 Nivel + 6.00 Cumbrera de zinc liso Timpano cobertura corrugada Viga collarin de 0.25 x 0.15 Viga 101 de 0.25 x 0.30 , mortero F'c=210 kg/cm2 Columna 0.25 x 0.25 mortero F'c=175 Kg/cm2 Cobertura corrugada bg 26 3' x 6' bg 26 3' x 6' Niv. creciente extraordinaria + 1.00 m. c/10 años Cumbrera de zinc liso Viga 101 de 0.25 x 0.30, F'c=210 kg/cm2 1.50 3.00 1.50 1.00 1.00 1.00 1.00 Correas 2"x3" @ .80 lagarto caspi o sim. Corte B-B bg 26 3' x 6' Niv. creciente extraordinaria + 1.00 m. c/10 años 1 2 3 4 5 6 7 8 9 Plano de techo Rinconera Rinconera Cumbrera de zinc liso Calamina corrug. 1 2 3 4 5 6 7 8 Nivel Terreno natural + - 0.00 Nivel losa aligerado + 1.50 Nivel + 6.00 Nivel Terreno natural = + - 0.00 Nivel + 1.50 m. Nivel + 4.50 m. Nivel + 6.00. Cumbrera de zinc liso Tubo galv. ø 1 1/2" Nivel + 4.50 Junta de Dilatacion e=1" Columna 0.25 x 0.25 mortero F'c=175 Kg/cm2 Nivel + 3.35 Viga collarin de 0.25 x 0.15 Viga collarin de 0.25 x 0.15 Viga 101 de 0.25 x 0.30, F'c=210 kg/cm2 Columna 0.25 x 0.25 mortero F'c=175 Kg/cm2 Escalera mortero f'c=175 Kg/cm2 Arriostre entre Corte A-A tijeral 2" x 3" Arriostre entre tijeral 2" x 3" Arriostre entre tijeral 2" x 3" Viga 101 de 0.25 x 0.30, F'c=210 kg/cm2 Niv. creciente extraordinaria + 1.00 m. c/10 años 9 ( Sellado de JD c/tapajunta metalica en piso)

Language	Spanish
Drawing Type	Block
Category	Religious Buildings & Temples
Additional Screenshots
File Type	dwg
Materials	Aluminum, Concrete, Plastic, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, block, cathedral, Chapel, church, complete, Design, DWG, église, igreja, kathedrale, kirche, la cathédrale, mosque, multi, multiple, room, salon, temple