Imprrovement Of Cemetery DWG Full Project for AutoCAD

Imprrovement Of Cemetery DWG Full Project for AutoCAD

PROJECT IMPROVEMENT OF CEMETERY;INCLUDE : 1. ADMINISTRATION;CHAPEL; NICHE; DINAMIC JOURNEY INTO CEMETERY WITH URBAN EQUIPMENT NEEDED . 2. -THE ACCESS STREET WITH CONCRETE PAVIN WITH SEATS OF REST STAND . 3. -DESIGN OF MODERN CHAPEL. 4. -DESIGN BASED IN EXPANSION AND IMPROVEMENT; BEING RESPECTED SOME LOCATION OF EXISTING NICHES ; FOR THAT REASON THE OUTLINED DISTRIBUTED.

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

cut cc, cut aa, court bb, elevation, utm, private property, administration, surveillance, floor boulder, plant chapel, plant administration, right lateral elevation, boveda, niches, board, emboquillado, cover structure, elevation benches, plant planters, profile planters, xx cut, bank module profile, reinforced concrete benches, cross section aa, reinforcement, column detail, beam section, reinforcement detail, column, detail anchor columns, brace beam, cross section of wall, material improved, front part, anchor length, joints and hooks, entrance hall, circulation, chapel, street, religious drawing, main facade, administration

Raw text data extracted from CAD file:

\Q13;\LDETALLES BANCAS\Q0;\l \Q27;ESC: 1/25 \Q19;\LPLANTA-ARQUITECTURA \Q19;ESC: 1/150 \Q17;PLANTA GENERAL \Q18;ESC: 1/75 \Q17;PLANTA-CIMENTACIONES \Q18;ESC: 1/75 \Q13;PLANTA-CERCO PERIMETRICO \Q13;ESC: 1/200 \Q13;DETALLES-CERCO PERIMETRICO \Q13;\LDETALLES JARDINERIA\l \Q0; \Q27;ESC: 1/25 SEC\fArial|b1|i0|c162|p34;CION TRANSVERSAL\fArial|b1|i0|c0|p34;-TIPICA \Q13;\LDETALLES ACCESO\Fromanc|c0;\l \Fromanc|c186;SECCION TRANSVERSAL TIPICA\fArial|b0|i0|c186|p34;\Q0; \Q27;ESC: 1/25 CORTE C-C SEC\fArial|b1|i0|c162|p34;CION\fArial|b1|i0|c0|p34;ES \fArial|b1|i0|c162|p34; \fArial|b1|i0|c0|p34;DE ACCESOS EN INTERIORES CORTE A-A CORTE B-B \A1;42.54 \A1;57.82 \A1;8.57 \A1;4.31 \A1;1.94 \A1;1.14 \A1;2.32 \A1;4.51 \A1;R1.93 \A1;R4.29 \A1;4.29 \A1;1.94 \A1;1.14 \A1;2.32 \A1;6.35 \A1;1.35 \A1;0.15 \A1;1.35 \A1;0.15 \A1;3.63 \A1;0.29 \A1;0.90 \A1;0.15 \A1;0.65 \A1;0.70 \A1;0.15 \A1;0.65 \A1;0.70 \A1;0.15 \A1;0.90 \A1;0.73 \A1;1.11 \A1;2.00 \A1;0.99 \A1;1.60 \A1;2.00 \A1;1.68 \A1;4.29 \A1;1.35 \A1;2.80 \A1;4.30 \A1;5.30 \A1;1.00 \A1;4.04 \A1;2.80 \A1;3.75 \A1;3.00 \A1;59.40 \A1;42.67 \A1;27.01 \A1;4.20 \A1;26.61 COTA UTM BM N° 932516 253685 - E N N E S W \Q20;2300 \Q20;2300 \Q20;2298 \Q20;2298 \Q20;2296 \Q20;2294 \Q20;2294 \Q20;2296 \Q20;2296 PROPIEDAD PRIVADA PROPIEDAD PRIVADA \Q20;2295 \Q20;2294.5 \Q20;2295.5 \Q20;2296.5 \Q20;2297 \A1;0.05 \A1;0.60 \A1;0.95 \A1;0.10 \A1;0.05 \A1;3.00 \A1;0.35 \A1;0.65 \A1;2.50 \A1;1.20 \A1;1.00 \A1;1.20 \A1;1.00 \A1;0.25 \A1;1.75 \A1;0.30 \A1;4.20 \A1;0.30 \A1;0.95 \A1;0.25 \A1;0.65 \A1;1.20 \A1;1.30 \A1;0.70 \A1;1.11 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.50 \A1;0.90 \A1;1.95 \A1;0.25 \A1;0.60 \A1;0.25 \A1;1.95 \A1;0.30 \A1;2.05 \A1;0.30 \A1;2.05 \A1;0.30 \A1;0.60 \A1;0.10 \A1;1.20 \A1;0.10 \A1;0.60 \A1;0.60 \A1;0.12 \A1;2.16 \A1;0.12 \A1;0.25 \A1;0.10 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.05 \A1;0.04 \A1;0.30 \A1;0.12 \A1;1.26 \A1;0.12 \A1;0.15 \A1;0.10 \A1;0.30 \A1;1.50 \A1;2.35 \A1;0.75 \A1;3.65 \A1;0.75 \A1;2.35 \A1;1.50 \A1;0.60 \A1;0.85 \A1;0.12 \A1;0.80 \A1;0.12 \A1;0.20 \A1;0.10 \A1;0.12 \A1;0.93 \A1;0.12 \A1;2.15 \A1;0.12 \A1;0.93 \A1;0.12 \A1;4.49 \A1;0.12 \A1;0.80 \A1;0.12 \A1;0.85 \A1;0.60 \A1;1.05 \A1;0.12 \A1;2.15 \A1;0.12 \A1;1.05 \A1;0.35 \A1;0.10 \A1;0.45 \A1;2.10 \A1;0.10 \A1;1.05 \A1;0.10 \A1;1.05 \A1;0.10 \A1;2.40 \A1;3.40 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.75 \A1;0.35 \A1;0.10 \A1;0.60 \A1;6°0'0" \A1;0.90 \A1;2.10 \A1;0.50 \A1;0.10 \A1;0.65 \A1;0.20 \A1;0.45 \A1;0.30 \A1;1.36 \A1;0.50 \A1;1.89 \A1;R1.80 \A1;1.88 \A1;0.25 \A1;0.25 \A1;1.50 \A1;0.05 \A1;0.10 \A1;0.15 \A1;0.12 \A1;0.30 \A1;0.12 \A1;2.06 \A1;0.12 \A1;2.30 \A1;0.30 \A1;0.12 \A1;0.72 \A1;0.05 \A1;0.15 \A1;0.35 \A1;0.12 \A1;0.12 \A1;1.70 \A1;1.71 \A1;0.12 \A1;1.82 \A1;1.83 \A1;1.20 \A1;0.60 \A1;2.40 \A1;0.25 \A1;0.70 \A1;0.35 \A1;0.20 \A1;0.55 \A1;2.50 \A1;0.25 \A1;0.30 \A1;0.20 \A1;0.55 \A1;2.40 \A1;0.25 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.80 \A1;0.30 \A1;2.40 \A1;0.25 \A1;1.20 \A1;0.30 \A1;0.93 \A1;0.05 \A1;0.80 \A1;2.50 \A1;0.25 \A1;0.60 \A1;0.30 \A1;0.15 \A1;0.20 \A1;0.60 \A1;0.60 \A1;0.60 \A1;5.30 1,20 1,30 0,30 0,20 \A1;1.00 \A1;1.50 \A1;0.99 \A1;3.34 \A1;1.00 \A1;1.15 \A1;2.65 \A1;0.38 \A1;2.86 5 5 \W4.82658; Imprimante 2 manos y 2 \W4.82658; manos de pintura latex \W1.5375; \W1;ENCHAPE DE FACHALETA O TIPO \W5.23156; PIEDRA LAJA AREQUIPEÑA O \W7.8725; \W1;SIMILAR NICHOS 4 PISOS NICHOS 4 PISOS NICHOS 4 PISOS NICHOS 4 PISOS \W2.08929; SS.HH \W2.08929; SS.HH ADMINISTRACION VIGILANCIA NICHOS 4 PISOS NICHOS 4 PISOS NICHOS 4 PISOS NICHOS 4 PISOS NICHOS 4 PISOS NICHOS 4 PISOS \W4.46501; SEPULTURAS EN HILERAS \W4.46501; PARA ADULTOS \W4.46501; SEPULTURAS EN HILERAS \W4.46501; PARA NI\U+00D1OS DE HASTA 10 \W4.46501; A\U+00D1OS \W4.46501; SEPULTURAS EN HILERAS \W4.46501; PARA NI\U+00D1OS MENORES DE 3 \W4.46501; A\U+00D1OS \W4.46501; SEPULTURAS EN HILERAS \W4.46501; PARA ADULTOS \W4.46501; SEPULTURAS EN HILERAS \W4.46501; PARA ADULTOS \W4.46501; SEPULTURAS EN HILERAS \W4.46501; PARA ADULTOS \W1.86211; ACCESO PRINCIPAL NPT+ 0.15 m \W0.24133; VEREDA DE \W0.17064; CONCRETO PISO CANTO RODADO \W0.24133; VEREDA DE \W0.17064; CONCRETO \W0.24133; VEREDA DE \W0.17064; CONCRETO \W0.24133; VEREDA DE \W0.17064; CONCRETO PISO CANTO RODADO PISO CANTO RODADO \T0.85;PISO CANTO RODADO \T0.75;NPT+ 0.15 m \T0.75;PISO ADOQUINADO C C 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA CAPILLA \W2.08929; SS.HH \W2.08929; SS.HH ADMINISTRACION VIGILANCIA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ADMINISTRACION 5 5 5 5 5 5 5 5 A A CORTE A-A ELEVACION LATERAL DERECHA \LELEVACION FRONTAL 5 5 5 5 5 5 5 5 \LELEVACION FRONTAL A A A A A A 5 42.67 5 BOVEDA NICHOS BOVEDA 4 PISOS NICHOS 4 PISOS NICHOS 4 PISOS NICHOS 5 PISOS NICHOS 4 PISOS NICHOS 4 PISOS NICHOS 4 PISOS NICHOS 4 PISOS NICHOS 4 PISOS NICHOS 3 PISOS NICHOS 3 PISOS 5 5 \A1; 1 2298.241 759455.350 9287292.568 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Adoquín C° 20x10x6 cm. cama de arena 5cm base h=15cm afirmado 10cm base h=15cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Adoquín C° 20x10x6 cm. Adoquín C° 20x10x6 cm. Adoquín C° 20x10x8 cm. 2.5% afirmado 10cm afirmado 10cm base h=15cm base h=15cm cama de arena 5cm cama de arena 5cm cama de arena 5cm Junta e=1" Junta e=1" Junta e=1" Junta e=1" Junta e=1" Junta e=1" Emboquillado Emboquillado Vereda de cemento pulidom h=10cm Vereda de cemento pulidom h=10cm 5 5 5 5 5 5 5 5 5 5 5 F° G° d4" Vigueta de 4"x3" Vigueta de 2.5"x2.5" Respaldar de 1.5"x6" F°G° d2" 5 5 5 5 5 5 5 5 5 5 F° G° d4" Vigueta de 2.5"x2.5" Vigueta de 4"x3" 5 5 5 5 5 5 5 5 5 5 5 5 5 C L A B C D afirmado 10cm A 5 5 5 5 5 5 base h=15cm cama de arena 5cm B 5 5 5 5 5 C 5 5 5 5 5 Adoquín C° 20x10x8 cm. 2.5% 2.5% base h=20cm cama de arena 5cm D 5 5 5 5 5 5 5 5 Adoquín C° 20x10x6 cm. Vereda de cemento pulidom h=10cm Sub-base h=15cm base h=20cm Sub-base h=15cm 5 2.5% ESTRUCTURA DE COBERTURA Vigueta de 2.5"x2.5" Vigueta de 4"x3" F° G° d4" F° G° d4" \Q13;ASC: 1/25 ELEVACION BANCAS \Q13;ASC: 1/25 PLANTA JARDINERAS \Q13;ASC: 1/25 PERFIL JARDINERAS \Q13;ASC: 1/25 X X CORTE X-X \Q13;ASC: 1/25 A A CORTE A-A \Q13;ASC: 1/25 PERFIL DE MODULO BANCA \Q13;ASC: 1/25 BANCAS DE CONCRETO ARMADO \Q13;ASC: 1/25 SECCION TRANSVERSAL A-A \Q13;ASC: 1/25 VIGA V-A (.15x.25) 0.12 Junta V/H CIMIENTO CORRIDO f'c= 100 Kg/cm2 + 30% P.G. SOBRECIMIENTO f'c= 140 Kg/cm2 + 25%P.M. 0.01-0.015 0.20 5 5 5 5 5 5 5 5 5 5 5 d3/8";2@0.05;4@0.10;3@0.15;R@0.20 ARMADURA ESC: 1/50 DETALLE DE COLUMNA \A1;0.30 \A1;0.25 d3/8"; 2@0.05;4@0.10;3@0.15;R@0.20 4d1/2" SOBRE CIMIENTO\fArial|b1|i1|c238|p34; F'C=1\fArial|b1|i1|c0|p34;4\fArial|b1|i1|c238|p34;0 Kg/Cm2 CIMIENTO CORRIDO\fArial|b1|i1|c238|p34; F'C=1\fArial|b1|i1|c0|p34;4\fArial|b1|i1|c238|p34;0 Kg/Cm2 SECCION C-1 (0.15x0.25) ESC: 1/12.5 d1/4";2@0.05;4@0.10;3@0.15;R@0.20 a/ext. \A1;0.25 \A1;0.15 4d3/8" SECCION VIGA ARRIOSTRE 0.15x0.25 ESC: 1/12.5 d1/4";2@0.05;4@0.10 ESC: 1/50 DETALLE ARMADURA COLUMNA COLUMNA 5 2.40 5 5 5 d3/8";2@0.05;4@0.10;3@0.15;R@0.20 DETALLE ANCLAJE DE COLUMNAS ESC: 1/50 EN JUNTAS e = 5 cm SOBRE CIMIENTO\fArial|b1|i1|c238|p34; F'C=1\fArial|b1|i1|c0|p34;4\fArial|b1|i1|c238|p34;0 Kg/Cm2 5 5 d3/8";2@0.05;4@0.10;3@0.15;R@0.20 5 5 2 Alambres Nº 8 Cada 3 Hiladas 5 5 Junta de Separacion e = 5.0 cm 2 Alambres Nº 8 Cada 3 Hiladas VIGA ARRIOSTRE CORTE TRANSVERSAL DE MURO ESC: 1/50 Viga Arriostre (0.15x0.25) 5 5 2.40 5 Muro Acabado Tarrajeado y Pintado (Ambas Caras) Contrazocalo H=0.30m(min.) e=1.5cm acabado pullido (ambas caras) 5 5 3@0.15;R@0.20 a/ext. 5 5 5 \A1;variable (altura ver en perfil) 5 5 5 \A1;variable (altura ver en perfil) 5 5 5 Contrazocalo Frotachado e = 1.5 cm. Ladrillo Bloque Cemento (12x19x39 cm) Est. Ø1/4" 2@.05,3@0.10 3@0.15, Rsto@.20 viga de amarre(0.12 x 0.20) 4ø3/8" Cimiento Corrido concreto f'c=140kg/cm2 5 Solado concreto f'c=100kg/cm2 Material Mejorado Malla de 3/8" @0.25 a/s PARTE FRONTAL CORTE TRANSVERSAL DE MURO ESC: 1/50 PARTE FRONTAL CIMIENTO CORRIDO\fArial|b1|i1|c238|p34; F'C=1\fArial|b1|i1|c0|p34;4\fArial|b1|i1|c238|p34;0 Kg/Cm2 5 5 RECUBRIMIENTO: -Efectivo al estribo Rec = 2.50 cm ACERO DE REFUERZO: -Acero corrugado ASTM A615 grado 60 fy = 4,200 Kg/cm2 CONCRETO : - Columnas, Viga Arriostre Cimiento Corrido f'c = 175 Kg/cm2 NOTA: Medidas en mts. \fComic Sans MS|b1|i0|c238|p66;salvo indicaci\U+00F3n espec\U+00EDfica en el plano ESPECIFICACIONES T\U+00C9CNICAS 1/2" 3/8" 40.0 30.0 60.0 40.0 15.0 12.5 GANCHOS(cm) EMPALME(cm) ANCLAJE(cm) d (Pulg.) LONGITUD DE ANCLAJE, EMPALMES Y GANCHOS Sobrecimiento f'c = 140 Kg/cm2+25% PM ALBAÑILERIA: -Muros (Ladrillo Pandereta) fb = 50 Kg/cm2 -Mortero P1 (cemento/arena) 1/5 -espesor janta entre hiladas (max) e=1.5 cm NPT + 0.15 m. ATRIO DE INGRESO NPT + 0.00 m. NPT + 0.80 m. NPT + 0.80 m. NPT + 0.80 m. CIRCULACION NPT + 1.60 m. CIRCULACION NPT + 2.00 m. CIRCULACION NPT + 0.15 m. CIRCULACION NPT + 0.15 m. CIRCULACION NPT + 0.80 m. CIRCULACION NPT + 1.60 m. CIRCULACION NPT + 0.40 m. CIRCULACION NPT + 0.80 m. CIRCULACION NPT + 0.80 m. CIRCULACION NPT + 0.40 m. CIRCULACION NPT + 1.60 m. CIRCULACION NPT + 1.60 m. CIRCULACION NPT + 1.75 m. CIRCULACION NPT + 1.75 m. CIRCULACION NPT + 1.90 m. CAPILLA A A B B CORTE A-A 1:100 CORTE B-B 1:100 CIRCULACION NPT= + 1.60 CIRCULACION NPT= + 1.60 CIRCULACION NPT= + 1.60 CIRCULACION NPT= + 1.60 CIRCULACION NPT= + 1.60 CIRCULACION NPT= + 1.60 CIRCULACION NPT= + 1.60 CIRCULACION NPT= + 1.75 CIRCULACION NPT= + 1.60 CIRCULACION NPT= + 0.80 CIRCULACION NPT= + 0.15 CALLE NPT= + 0.00 CAPILLA NPT= + 1.90 5 PUERTA 02 HOJAS METALICA DIBUJO RELIGIOSO DIBUJO RELIGIOSO 5 5 5 5 FACHADA PRINCIPAL CALLE NPT= -2.00 NPT -2.00 m. NPT+ 0.15 m \T0.75;12 \T0.75;11 \T0.75;10 \T0.75;9 \T0.75;8 \T0.75;7 \T0.75;6 \T0.75;5 \T0.75;4 \T0.75;3 \T0.75;2 \T0.75;1 \T0.75;12 \T0.75;11 \T0.75;10 \T0.75;9 \T0.75;8 \T0.75;7 \T0.75;6 \T0.75;5 \T0.75;4 \T0.75;3 \T0.75;2 \T0.75;1 \T0.75;12 \T0.75;10 \T0.75;11 \T0.75;13 \T0.75;14 CORTE A-A A A ADMINISTRACIÓN NPT= + 0.80 VIGILANCIA NPT= + 0.80 5 5 5 5 5 5 5 5 5 \Q13;\LDETALLES-CAPILLA \Q17;ESTRUCTURA-TECHO \Q18;ESC: 1/100 \Q17;PISO-CAPILLA \Q18;ESC: 1/100 \Q17;CORTE A-A \Q18;ESC: 1/75 \Q17;UNIONES EN TIJERALES \Q18;ESC: 1/75

Language	Spanish
Drawing Type	Full Project
Category	Religious Buildings & Temples
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, cathedral, cemetery, Chapel, church, dinamic, DWG, église, equipment, expansion, full, igreja, improvement, kathedrale, kirche, la cathédrale, mosque, niche, Project, temple, urban