Draft Chapel In Lime DWG Detail for AutoCAD

Draft Chapel In Lime DWG Detail for AutoCAD

Details – Specifications – sizing – Construction cuts

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

npt, cut, plant, fiberforte or calamine plate, ridge, fastener, strings with rubber washers, typical truss detail, aa cut, bb cut, cc cut, dd cut, concrete fill, shoe frame, type, section, characteristics, concrete shelving, made on site, polished cement floor, colored and brunado, npt:, flooring, filling and compacted with own material, running foundation, see shoe frame, variable, see in plan, – lightened and flat beams, solid slabs, technical specifications, – reinforced concrete, – banked beams, – confinement columns, – running foundation, – false floor, -thickness of joints, -unit of masonry:, columns, beams, footings, overloads, si has alveolos these, the volume, the foundation, should be reviewed the study of, for the choice of the type of cement to be used in, corresponding floors, slump for shoes, slump for beams and columns, max size. of the coarse aggregate, – columns and structural plates, – flooring, reinforced surpluses, – overlays, – stairs, – false foundation, – slabs, – foundations, dressing, confessions, cantic, liturgy, santa rosa chapel, main elevation, right lateral elevation , left lateral elevation, first floor, development, chapel, ceramic floor, altar, porcelain floor, zocalo, observations, frame of doors, height, width, quantity, wood – window gazebo, window box, sill, wooden frame , cut a – a, entrance, polished concrete floor, column of confinement in beam, chapel – beams of mooring inf., chapel – beams of mooring sup., articulated ridge, with rubber, washer of neoprene, wooden belt, coverage of, fiberforte or, screw or screw, galvanized, iron support, for gutter, concrete beam or, screw wood truss, zinc channel, zinc galvanized gutter, typical detail of gutter, beam, clamp detail, ta plastic rugo with, cut a – a, greater to the measure of the pipe, for pvc pipe, plant, plate clamp, hexagonal bolt, fixing screws, calamine, confessions, chapel – foundation, shoe detail, grotto detail , ldg, inches, diameter of bar db, beam, detail of standard hook, column or plate, note: when hook anchor is used it is not necessary to multiply by, f’c, anchor length with hook ldg, cut bb

Raw text data extracted from CAD file:

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\W1;10 PERNOS DE 1/2" PASANTES CON ARANDELAS Y TUERCA CT-7 \W1.1; \W1;10 PERNOS DE 1/2" PASANTES CON ARANDELAS Y TUERCA CT-8 \W1.1; \W1;10 PERNOS DE 1/2" PASANTES CON ARANDELAS Y TUERCA CT-9 \W1.1; \W1;14 PERNOS DE 1/2" PASANTES CON ARANDELAS Y TUERCA CUADRO DE CARTELAS DE TIJERAL T-1 \C2;ESC. 1/10 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 CT-1 CT-2 CT-3 CT-4 CT-6 CT-7 CT-8 BI-1 BI-1 BI-1 BI-1 BS-1 BS-1 BS-1 BS-1 M1 M1 M1 D1 D1 D1 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 TIJERAL T-1 S/C: 50 kg/cm2 \C2;ESC. 1/25 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 -1146.722433610416 \A1;.25 \A1;.25 \A1;.25 \A1;.20 \A1;.15 \A1;.20 .30 \A1;.15 \A1;.25 \A1;.15 \A1;.25 .57 1.50 .15 1.87 .25 1.85 .25 1.60 .25 \A1;.25 \A1;.25 2cm 2cm 4cm 10cm 5cm 1" 1" 3" 1" 1" Canaleta de evacuacion pluvial S=-0.5% Correas de madera de 2"x3" pintado con barniz trnasparente Plancha de Fibraforte o Calamina Cumbrera Elemento fijador, tirafones con arandelas de jebe Correas de madera de 2"x3" pintado con barniz transparente Madera tornillo de 2"x6" \W1.84504; Madera \W1.84504; tornillo de \W1.84504; 2"x3" \W6.92063; Pernos 3/8" x 3" A-325 \W6.92063; Intercalados 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE TIJERAL TIPICO ESCALA 1:25 CT-1 CT-2 CT-3 CT-4 CT-5 CT-6 CT-2 CT-7 5 5 5 5 Madera tornillo de 2"x6" 5 CT-1 \W1.1; 14 PERNOS DE 3/8" x 3" A-325 PASANTES CON ARANDELAS Y TUERCA CT-2 CT-3 CT-4 CT-5 CUADRO DE CARTELAS DE TIJERAL \C2;ESC. 1/10 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 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 CT-6 CT-7 \W1.1; 8 PERNOS DE 3/8" x 3" A-325 PASANTES CON ARANDELAS Y TUERCA \W1.1; 14 PERNOS DE 3/8" x 3" A-325 PASANTES CON ARANDELAS Y TUERCA \W1.1; 16 PERNOS DE 3/8" x 3" A-325 PASANTES CON ARANDELAS Y TUERCA \W1.1; 12 PERNOS DE 3/8" x 3" A-325 PASANTES CON ARANDELAS Y TUERCA \W1.1; 12 PERNOS DE 3/8" x 3" A-325 PASANTES CON ARANDELAS Y TUERCA \W1.1; 14 PERNOS DE 3/8" x 3" A-325 PASANTES CON ARANDELAS Y TUERCA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;.05 \A1;.15 \A1;.15 \A1;.15 \A1;.05 \A1;.55 \A1;.05 \A1;.06 \A1;.05 \A1;.05 \A1;.06 \A1;.05 \A1;.05 \A1;.29 \A1;.29 \A1;.05 \A1;.05 \A1;.24 \A1;.24 \A1;.05 \A1;.15 \A1;.19 \A1;.42 \A1;.15 \A1;.19 \A1;.05 \A1;.06 \A1;.05 \A1;.05 \A1;.06 \A1;.05 \A1;.07 \A1;.15 \A1;.15 \A1;.15 \A1;.07 \A1;.60 \A1;.05 \A1;.05 \A1;.05 \A1;.15 \A1;.05 \A1;.05 \A1;.05 \A1;.20 \A1;.05 \A1;.10 \A1;.10 \A1;.33 \A1;.58 \A1;.16 \A1;.05 \A1;.06 \A1;.05 \A1;.10 \A1;.10 \A1;.13 \A1;.10 \A1;.41 \A1;.05 \A1;.12 \A1;.10 \A1;.10 \A1;.05 \A1;.39 \A1;.05 \A1;.05 \A1;.05 \A1;.15 \A1;.05 \A1;.05 \A1;.05 \A1;.22 \A1;.57 \A1;.05 \A1;.17 \A1;.17 \A1;.17 \A1;.05 \A1;.61 \A1;.05 \A1;.15 \A1;.15 \A1;.15 \A1;.05 \A1;.55 \A1;.05 \A1;.05 \A1;.05 \A1;.20 \A1;.05 \A1;.06 \A1;.05 \A1;.05 \A1;.06 \A1;.05 \A1;.05 \A1;.11 \A1;.43 \A1;.11 \A1;.20 \A1;.05 \A1;.05 \A1;.06 \A1;.05 \A1;.05 \A1;.15 \A1;.15 \A1;.15 \A1;.05 \A1;.15 \A1;.15 \A1;.05 \A1;.20 \A1;.05 \A1;.05 \A1;.05 \A1;.16 \A1;.55 \A1;.31 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.21 \A1;.05 \A1;.15 \A1;.15 \A1;.05 \A1;.40 \A1;.13 \A1;.22 \A1;.13 \A1;.21 \A1;.05 \A1;.05 \W4.32184; \A1;MURO DE ALBAÑILERÍA CONFINADO, \W4.32184; \A1;ASENTADO DE SOGA C C d d 2 Ø 1/2" 2 Ø 1/2" VIGA-INF (25x20) - EJES: 3 ESCALA 1:25 2 Ø 1/2" 2 Ø 1/2" VIGA-SUP (25x20), \W4.32184; \A1;MURO DE ALBAÑILERÍA CONFINADO, \W4.32184; \A1;ASENTADO DE SOGA C C c c 2 Ø 1/2" 2 Ø 1/2" VIGA-INF (25x20) - EJES: 1 ESCALA 1:25 2 Ø 1/2" 2 Ø 1/2" VIGA-SUP (25x20), \W8.73918; \A1;MURO DE ALBAÑILERÍA CONFINADO, \W8.73918; \A1;ASENTADO DE SOGA a a 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 1/2" b b 5 5 5 VIGA-SUP (25x20), VIGA-INF (25x30) - EJES: 2 ESCALA 1:25 5 5 5 5 5 5 \W6.28385; \A1;MURO DE ALBAÑILERÍA CONFINADO, \W6.28385; \A1;ASENTADO DE SOGA \W8.73918; \A1;MURO DE ALBAÑILERÍA CONFINADO, \W8.73918; \A1;ASENTADO DE SOGA a a a a 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" b b b b 5 5 5 5 5 5 5 5 5 5 VIGA-SUP (25x20), VIGA-INF (25x30) - EJES: 6 ESCALA 1:25 5 5 5 5 5 5 5 5 5 CORTE a-a ø 3/8" 1@0.05, 6@0.10 Resto @0.20 C/E ESC. 1/25 2 Ø 5/8" 2 Ø 5/8" 5 5 CORTE b-b \A1; ø 3/8" 6@0.10, Resto @0.20 C/E ESC. 1/25 2 Ø 1/2" 2 Ø 1/2" 5 5 CORTE c-c \A1; ø 3/8" 6@0.10, Resto @0.20 C/E ESC. 1/25 2 Ø 1/2" 2 Ø 1/2" 5 5 CORTE d-d \A1; ø 3/8" 6@0.10, Resto @0.20 C/E ESC. 1/25 2 Ø 1/2" 2 Ø 1/2" CUADRO DE COLUMNAS \C2;ESC. 1/25 \W1.37744; C-1 \W2.01349; 1ER \W1.53111; PISO \W3.47192; PISO \W3.33371; TIPO \W1.21620; C-2 \A1;4d1/2" Estribo: d3/8" 1@0.05, 8@0.10, Resto @0.20 C/E 0.25 0.25 \W1.30021; C-3 \W1.37744; CA \A1;4d5/8" Estribo: d3/8" 1@0.05, 8@0.10, Resto @0.20 C/E 5 5 \A1;4d1/2" Estribo: d3/8" 1@0.05, 8@0.10, Resto @0.20 C/E 0.1500000000000909 0.25 \A1;4d3/8" Estribo: d1/4" 1@0.05, 4@0.10, Resto @0.20 C/E 0.1499999999996362 0.25 \A1;.25 \A1;.30 CUADRO DE VIGAS \C2;ESC. 1/25 0.25 0.2000000000002728 0.1500000000000909 0.2000000000002728 \W1.32189; V-1 \W2.01349; 1ER \W1.53111; PISO \W3.47192; PISO \W3.33371; TIPO \W1.16064; V-2 \A1;4d1/2" Estribo: d3/8" 1@0.05, 6@0.10, Resto @0.20 C/E 0.25 0.25 \W1.24465; V-3 \W1.81376; V4 \A1;4d5/8" Estribo: d3/8" 1@0.05, 6@0.10, Resto @0.20 C/E 5 5 \A1;4d1/2" Estribo: d3/8" 1@0.05, 6@0.10, Resto @0.20 C/E \A1;4d1/2" Estribo: d3/8" 1@0.05, 6@0.10, Resto @0.20 C/E \A1;.25 \A1;.30 CT-1 \W1.1; 14 PERNOS DE 3/8" x 3" A-325 PASANTES CON ARANDELAS Y TUERCA CT-2 CT-3 CT-4 CUADRO DE CARTELAS DE TIJERAL \C2;ESC. 1/20 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CT-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 CT-6 CT-7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W1.1; 8 PERNOS DE 3/8" x 3" A-325 PASANTES CON ARANDELAS Y TUERCA \W1.1; 14 PERNOS DE 3/8" x 3" A-325 PASANTES CON ARANDELAS Y TUERCA \W1.1; 16 PERNOS DE 3/8" x 3" A-325 PASANTES CON ARANDELAS Y TUERCA \W1.1; 12 PERNOS DE 3/8" x 3" A-325 PASANTES CON ARANDELAS Y TUERCA \W1.1; 12 PERNOS DE 3/8" x 3" A-325 PASANTES CON ARANDELAS Y TUERCA \W1.1; 14 PERNOS DE 3/8" x 3" A-325 PASANTES CON ARANDELAS Y TUERCA \A1;.05 \A1;.15 \A1;.15 \A1;.15 \A1;.05 \A1;.15 \A1;.15 \A1;.05 \A1;.20 \A1;.05 \A1;.05 \A1;.05 \A1;.16 \A1;.55 \A1;.31 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.21 \A1;.05 \A1;.15 \A1;.15 \A1;.05 \A1;.40 \A1;.13 \A1;.22 \A1;.13 \A1;.21 \A1;.05 \A1;.05 \A1;.05 \A1;.15 \A1;.19 \A1;.42 \A1;.15 \A1;.19 \A1;.05 \A1;.06 \A1;.05 \A1;.05 \A1;.06 \A1;.05 \A1;.05 \A1;.06 \A1;.05 \A1;.10 \A1;.10 \A1;.13 \A1;.10 \A1;.41 \A1;.05 \A1;.12 \A1;.10 \A1;.10 \A1;.05 \A1;.39 \A1;.05 \A1;.05 \A1;.05 \A1;.15 \A1;.05 \A1;.05 \A1;.05 \A1;.22 \A1;.57 \A1;.05 \A1;.17 \A1;.17 \A1;.17 \A1;.05 \A1;.61 \A1;.05 \A1;.05 \A1;.06 \A1;.05 \A1;.07 \A1;.15 \A1;.15 \A1;.15 \A1;.07 \A1;.60 \A1;.05 \A1;.05 \A1;.05 \A1;.15 \A1;.05 \A1;.05 \A1;.05 \A1;.20 \A1;.05 \A1;.10 \A1;.10 \A1;.33 \A1;.58 \A1;.16 \A1;.05 \A1;.15 \A1;.15 \A1;.15 \A1;.05 \A1;.55 \A1;.05 \A1;.05 \A1;.05 \A1;.20 \A1;.05 \A1;.06 \A1;.05 \A1;.05 \A1;.06 \A1;.05 \A1;.05 \A1;.11 \A1;.43 \A1;.11 \A1;.20 \A1;.05 \A1;.15 \A1;.15 \A1;.15 \A1;.05 \A1;.55 \A1;.05 \A1;.06 \A1;.05 \A1;.05 \A1;.06 \A1;.05 \A1;.05 \A1;.29 \A1;.29 \A1;.05 \A1;.05 \A1;.24 \A1;.24 .25 .25 .20 .15 .20 .25 .25 \A1;.20 .15 .25 CORTE b-b 0.1500000000000909 0.2500000000002274 \A1;2 Ø \S3#8;" ø 3/8" 1@0.05, 6@0.10 Resto @0.20 C/E ESC. 1/10 c c c c 2 Ø 1/2" 2 Ø 1/2" VIGA-INF (25x20) - EJES: 1 ESCALA 1:25 2 Ø 1/2" 2 Ø 1/2" VIGA-SUP (25x20), e e Relleno de concreto 5 5 5 5 5 5 5 5 5 5 5 5 5 \W4.32184; \A1;MURO DE ALBAÑILERÍA CONFINADO, \W4.32184; \A1;ASENTADO DE SOGA C C d d 2 Ø 1/2" 2 Ø 1/2" VIGA-INF (25x20) - EJES: 3 ESCALA 1:25 2 Ø 1/2" 2 Ø 1/2" VIGA-SUP (25x20), 5 5 5 5 5 5 5 5 5 \A1;1.70 \A1;1.95 \A1;.30 \A1;.30 \A1;.30 \A1;.10 \A1;.30 \A1;.25 \A1;3.05 \A1;.20 \A1;4.91 \A1;5.61 \A1;5.61 \A1;.25 \A1;.10 \A1;.30 \A1;1.00 \A1;.10 \A1;1.15 \A1;.30 \A1;4.93 \A1;2.56 \A1;.50 \A1;.70 \A1;1.70 \A1;.50 \A1;.86 \A1;1.75 \A1;2.25 \A1;.80 \W0.50966; C-6 \W0.56386; C-5 \W1.21291; C8 \W0.56386; C-5 C-2 \W1.91403; C8 \W1.89099; C7 \W1.89099; C7 \W0.59909; C-3 C1 C1 C1 C1 C1 C1 C1 C1 C2 C3 C3 C1 \A1;.10 .50 A B C 6 5 4 3 2 1 5 3.89999999997508 5 1.499997226936102 1.975001074002648 3.300001870222331 2.424999830203888 5 1.874997276849172 0.249999909021426 0.2999999999956344 3.000001699598215 0.3000000000029104 2.177265550875745 0.2477344499056926 5 6 5 4 3 2 1 5 1.499997226936102 1.984376074004103 3.290626870220876 2.424999830211163 1.224997276847716 0.249999909021426 0.2999999999956344 3.000001699598215 0.3000000000029104 2.125000000785803 0.2999999999956344 5 0.2999999999883585 5 1.554573346642428 5 3.59883059245476 0.3011694074921252 5 5 5 C 5 3.89999999997508 5 1.599999707761526 0.25 3.649999999946886 0.25 5 A B .95 1.00 .80 1.20 \A1;.25 \A1;.30 \A1;.25 \A1;.25 \A1;.15 \A1;.25 \A1;.15 \A1;.30 \A1;.15 \A1;.25 \A1;.15 \A1;.20 \A1;.48 \A1;.15 \A1;.15 \A1;.10 CUADRO DE COLUMNAS \C2;ESC. 1/25 \W1.37744; C-1 \W2.01349; 1ER \W1.53111; PISO \W3.47192; PISO \W3.33371; TIPO \W1.21620; C-2 \A1;4d1/2" Estribo: d3/8" 1@0.05, 8@0.10, Resto @0.20 C/E 0.25 0.25 \W1.30021; C-3 \A1;4d5/8" Estribo: d3/8" 1@0.05, 8@0.10, Resto @0.20 C/E 0.25 0.3000000000029104 \A1;4d1/2" Estribo: d3/8" 1@0.05, 8@0.10, Resto @0.20 C/E 0.1499999999996362 0.25 \W0.59966; CA1 \A1;4d3/8" Estribo: d1/4" 1@0.05, 4@0.10, Resto @0.20 C/E \W0.43842; CA2 \A1;4d3/8" Estribo: d1/4" 1@0.05, 4@0.10, Resto @0.20 C/E 0.1499999999996362 0.3000000000029104 \W0.52243; CA3 \A1;4d3/8" Estribo: d1/4" 1@0.05, 4@0.10, Resto @0.20 C/E 0.1499999999996362 0.25 \W0.42487; CA4 \A1;4d3/8" Estribo: d1/4" 1@0.05, 4@0.10, Resto @0.20 C/E 0.1499999999996362 0.1999999999970896 5 5 \W0.48720; CA5 \A1;4d3/8" Estribo: d1/4" 1@0.05, 4@0.10, Resto @0.20 C/E 5 5 \A1;6d3/8" Estribo: d1/4" 1@0.05, 4@0.10, Resto @0.20 C/E ZAPATA ( Z-01 ) CUADRO DE ZAPATAS TIPO SECCIÓN CARACTERISTICAS h=0.50m, N.F.Z.=-1.50m C1 CA4 CA4 \A1;Ø 1/2" @0.15 \A1;Ø 1/2" @0.15 5 5 C1 CA3 5 5 \A1;Ø 1/2" @0.15 \A1;Ø 1/2" @0.15 ZAPATA ( Z-02 ) h=0.50m, N.F.Z.=-1.50m .25 N.P.T. ± 0.00 # ESTANTERIA DE CONCRETO HECHA EN OBRA HECHA EN OBRA PISO DE CEMENTO PULIDO COLOREADO Y BRUNADO Madera (Clima frio) ±0.00 N.P.T. A NPT: NV <> 5 5 5 N.T.N. +0.00m. N.P.T. +0.45m. \A1;C:H 1:10 +30%PG CIMIENTO CORRIDO CORTE A-A ESC. 1/25 5 5 5 N.T.N. +0.00m. N.P.T. +0.15m. \A1;C:H 1:10 +30%PG \A1;C:H 1:8 +25%PM CIMIENTO CORRIDO CORTE D-D ESC. 1/25 5 5 5 5 N.T.N. +0.00m. N.P.T. +0.15m. \A1;C:H 1:10 +30%PG CIMIENTO CORRIDO CORTE E-E ESC. 1/25 5 5 5 N.T.N. +0.00m. N.P.T. +0.45m. \A1;C:H 1:10 +30%PG CIMIENTO CORRIDO CORTE B-B ESC. 1/25 5 5 5 \A1;C:H 1:10 +30%PG 5 \A1;C:H 1:8 +25%PM CIMIENTO CORRIDO CORTE C-C ESC. 1/25 N.T.N. +0.00m. N.P.T. +0.15m. 5 \A1;d3/8"@0.40 \A1;d1/2" @.25 \A1;Sobrecimiento Armado Fc=175 Kg/cm2 \A1;d3/8"@0.40 \A1;1d1/2" @.25 \A1;Sobrecimiento Armado Fc=175 Kg/cm2 N.P.T. +0.45m. 5 5 5 N.T.N. +0.00m. 5 \A1;Malla \A1;Ø\A1; 3/8" \A1;@ 0.25 \A1;Muros de Concreto Armado Fc=175 Kg/cm2 5 5 \A1;C:H 1:10 +30%PG CIMIENTO CORRIDO CORTE G-G ESC. 1/25 5 5 5 N.T.N. +0.00m. N.P.T. +0.45m. \A1;C:H 1:10 +30%PG CIMIENTO CORRIDO CORTE F-F ESC. 1/25 SOLADO 5 5 5 N.P.T. +0.15m. N.T.N. +0.00m. RELLENO Y COMPACTADO CON MATERIAL PROPIO VC-4 (0.25 x 0.40) \A1;2d3/4" \A1;2d3/4" 5 4ø3/4" ø 3/8" 1@0.05, 6@0.10 Resto @0.25 C/E CORTE H-H VC-(0.25X0.40) ESC. 1/25 \A1;VER EN PLANTA CIMIENTO CORRIDO SOBRECIMIENTO .15x.60 CIMIENTO CORRIDO SOBRECIMIENTO .15x.60 \A1;Solado VER CUADRO DE ZAPATAS 5 \A1;Estribo: d3/8" 1@0.05, 8@0.10, R@0.20 C/E \A1;Estribo: d3/8" @0.15 C/E N.P.T. +0.15m. N.T.N. +0.00m. 5 N.F.Z. -1.50m. f'c=210kg/cm2 5 5 <> o .25 N.P.T. +0.15m. N.T.N. +0.00m. N.P.T. +0.15m. VARIABLE \A1;d3/8"@0.40 \A1;1d1/2" @0.25 \A1;Sobrecimiento Armado Fc=175 Kg/cm2 5 Zapata f'c= 210 Kg/cm2 VER EN PLANTA DETALLE DE MURO CON ZAPATA ESC. 1/25 \A1;.15 o .25 \A1;VARIABLE \A1;.40 N.P.T. +0.45m. \A1;Malla \A1;Ø\A1; 3/8" @ 0.25 \A1;Malla \A1;Ø\A1; 3/8" @ 0.25 5 5 5 5 5 5 5 \A1;Losa de concreto armado \A1;e=0.10 C/Acero \A1;Ø\A1; 3/8" @0.25 \A1;muros de concreto armado \A1;e=0.10 C/Acero \A1;Ø\A1; 3/8" @0.25 \A1;Losa de concreto armado \A1;e=0.10 C/Acero \A1;Ø\A1; 3/8" @0.25 5 5 5 N.T.N. +0.00m. ELEVACION FRONTAL ESC. 1/25 1.45 .75 .10 .10 .10 .15 .10 1.05 .25 .30 5 N.P.T. +0.45m. 5 5 \A1;Losa de concreto armado \A1;e=0.10 C/Acero \A1;Ø\A1; 3/8" @0.25 \A1;Malla \A1;Ø\A1; 3/8" @ 0.25 \A1;Malla \A1;Ø\A1; 3/8" @ 0.25 5 5 5 5 N.T.N. +0.00m. ELEVACION LATERAL ESC. 1/25 \A1;Malla \A1;Ø\A1; 3/8" @ 0.25 \A1;Losa de concreto armado \A1;e=0.10 C/Acero \A1;Ø\A1; 3/8" @0.25 5 .80 .45 PLANTA LOSA E=0.10M ESC. 1/25 1.20 .80 .45 .25 2.56 .30 1.86 .70 .25 1.50 .25 .10 .20 1.51 .15 .20 .20 1.51 .15 .90 .70 1.50 .25 1.50 .25 .30 .40 .16 2.50 .86 .30 .25 3.65 .25 .35 .90 .16 .30 .40 .35 .90 .30 .40 .16 .25 1.60 .25 3.65 .25 1.70 .30 \A1;Ldg \A1;R \A1;extensión de 12 db \A1;.09 .50 .60 .90 .50 .60 .60 .15 .50 .60 .20 .50 .60 .90 .15 .50 .60 .60 .15 .75 .15 .25 .30 .10 .40 .50 .60 .50 .10 .40 .60 .25 .75 1.05 .80 .45 .25 .30 1.45 - ALIGERADOS Y VIGAS CHATAS 5.ALBAÑILERIA 2.CONCRETO SIMPLE C:H :1:6 , e=4" SE USARAN UNIDADES DE ARCILLA SOLIDA (SIN QUE EL AREA DE HUECOS EN LA CARA MÍNIMO 1 cm. LOSAS MACIZAS NTE E-070 (Albañilería) NTE E-060 (Concreto Armado) NTE E-020 (Cargas) NTE E-030 (Diseño Sismoresistente) NTE E-050 (Suelos) 5.RECUBRIMIENTOS 1.CONCRETO ARMADO ESPECIFICACIONES TECNICAS - CONCRETO ARMADO - VIGAS PERALTADAS 4.0 cm. - COLUMNAS DE CONFINAMIENTO 2.0 cm. 2.0 cm. C:H :1:12+30% P.G. 6" MAX - CIMIENTO CORRIDO - FALSO PISO DE ASENTADO EXCEDAN EL 70% DE DICHA AREA) -ESPESOR DE JUNTAS -UNIDAD DE ALBAÑILERIA: -f'm = 65 kg/cm2 MÁXIMO 1.5 cm. COLUMNAS VIGAS ZAPATAS f'c=210 kg/cm2 f'c=210 kg/cm2 f'c=210 kg/cm2 6.NORMAS Y REGLAMENTOS f'c=210 kg/cm2 SOBRECARGAS Si Tiene Alveolos estos no exederán el 30% del Volumen LA CIMENTACION, DEBERA REVISARSE EL ESTUDIO DE PARA LA ELECCION DEL TIPO DE CEMENTO A USAR EN MORTERO (CEMENTO-CAL NORMALIZADA-ARENA) SUELOS CORRESPONDIENTE LADRILLO TIPO IV DE LA NORMA E-0.70 MIN. 2" (Recomendado) MIN. 3" (Recomendado) SLUMP PARA ZAPATAS SLUMP PARA VIGAS Y COLUMNAS = 1/2" TAMAÑO MAX. DEL AGREGADO GRUESO = 0.45 MAX. RELACION AGUA CEMENTO A/C NTE E-030 (Diseño sismoresistente) 3.ACERO DE REFUERZO - BARRAS CORRUGADAS: ASTM (Grado 60) f'y = 4200 Kg/cm2 4.CONTROL DEL CONCRETO - COLUMNAS Y PLACAS ESTRUCTURALES 4.0 cm. COLUMNAS DE AMARRE (COLUMNETAS) f'c=175 kg/cm2 = 0.45 (Para Estructuras que contengan agua) MAX. RELACION AGUA CEMENTO A/C (Para Estructuras que contengan agua) - SOLADO SOBRECIMIENTOS ARMADOS f'c=175 kg/cm2 - SOBRECIMIENTOS C:H :1:12+25% P.M. 3" MAX TECHO LIGERO 300 Kg/m2 - ESCALERAS 3.0 cm. .09 .13 .24 C:H :1:12+40% P.G. 6" MAX - FALSO CIMIENTO - LOSAS 2.0 cm. - CIMENTACIONES 7.5 cm. C:H :1:12, e=4" 1:5 \A1;.13 \A1;.24 .46 2.25 2.25 2.50 .95 .95 .89 .95 .95 .95 .95 .81 1.47 1.47 1.58 1.58 1.70 Cielo raso con fibrocemento de 1.22x1.22x4mm VER CUADRO DE ZAPATAS .50 .10 .30 .30 vestidor confesiones cantico liturgia CAPILLA SANTA ROSA 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 ELEVACION PRINCIPAL ESC. 1 : 50 ELEVACION LATERAL DERECHA ESC. 1 : 50 ELEVACION LATERAL IZQUIERDA ESC. 1 : 50 PLANTA PRIMER PISO ESC. 1 : 50 DESARROLLO FORMATO A1 ESCALA 1/50 N.P.T. + 3.20 N.P.T. + 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 CAPILLA PISO CERAMICO 50 x 50 cm. ALTAR PISO PORCELANATO 50 x 50 cm. ZOCALO ZOCALO ZOCALO ZOCALO ZOCALO ZOCALO P1 2.00 2.20 P1 0.60 1.80 P2 PUERTA 2 HOJAS DE MADERA OBSERVACIONES CUADRO DE PUERTAS ALTURA ( METROS) ( METROS) ANCHO TIPO CANTIDAD ( METROS) 01 02 PUERTA 1 HOJA CONTRAPLACADA DE MADERA - VENTANA MIRADOR 01 1.50 V1 3.05 04 0.90 1.00 V2 V3 1.75 OBSERVACIONES CUADRO DE VENTANAS CANTIDAD ( UNIDADES) ( METROS) TIPO ANCHO ( METROS) ( METROS) ALTURA ALFEIZAR 1.50 1.00 1.00 1.75 02 VIDRIO SEMITEMPLADO INCOLORO; e = 8 mm VIDRIO SEMITEMPLADO INCOLORO; e = 8 mm VIDRIO SEMITEMPLADO INCOLORO; e = 8 mm MARCO DE MADERA MARCO DE MADERA MARCO DE MADERA P2 P2 V1 V1 V1 5 5 5 5 5 5 5 5 5 5 5 5 CORTE A - A ESC. 1 : 50 CORTE CORTE INGRESO PISO CERAMICO 50 x 50 cm. PISO CEMENTO PULIDO 5 N.P.T. + 0.15 N.P.T. + 5.76 N.P.T. + 3.20 N.P.T. + 5.06 N.P.T. + 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 1 1 5 5 5 5 VIGA-1 (25x30) VIGA-1 (25x30) VIGA-2 (25x25) VIGA-2 (25x25) VIGA-1 (25x30) VIGA-1 (25x30) VIGA-1 (25x30) VIGA-4 (15x20) VIGA-4 (15x20) VIGA-1 (25x30) VIGA-1 (25x30) VIGA-1 (25x30) NACE COLUMNA DE CONFINAMIENTO EN VIGA CAPILLA - VIGAS DE AMARRE INF. ESCALA 1:50 VIGA-4 (15X20) VIGA-4 (15x20) VIGA- 4 (15x20) VIGA-4 (15x20) 3 2 1 5 5 5 5 5 A B 5 5 5 5 NACE COLUMNA DE CONFINAMIENTO EN VIGA C3 C3 C3 C3 CA-4 CAPILLA - VIGAS DE AMARRE SUP. ESCALA 1:50 DETALLE A (Cumbrera Teja Andina) ESCALA 1:20 CUMBRERA ARTICULADA .30 CON JEBE ARANDELA DE NEOPRENE .30 CORREA DE MADERA ESCALA 1:20 DETALLE C (Traslape Teja Andina) TORNILLO DE 3" x 4" .14 COBERTURA DE FIBRAFORTE O .10 GD° DE 1/4" x 5" TIRAFON O TORNILLO galvanizada ESCALA 1:20 DETALLE B (Volado Teja Andina) CORREA DE MADERA TORNILLO 3" x 4" soporte de fierro para canaleta .175 .15 .15 VIGA DE CONCRETO Ó TIJERAL DE MADERA TORNILLO COBERTURA DE FIBRAFORTE O Canaleta de zinc .05 .20 .80 VIGA DE CONCRETO Ó TIJERAL DE MADERA TORNILLO VIGA DE CONCRETO Ó TIJERAL DE MADERA TORNILLO CORREA DE MADERA TORNILLO DE 3" x 4" Canaleta de Zinc galvanizada \A1;Abrazadera \A1;de Fe \A1;\S1/8;" @ \A1;1.50m 7.5cm Correas de madera de 3"x4" barnizada 10cm 2cm 2cm 5cm 4cm \A1;Abrazadera de \A1;Fe e= \A1;\S1/8;" \A1;Tuber\A1;í\A1;a de \A1;PVC SAL \A1;Ø\A1;3" 1 1 DETALLE TIPICO DE CANALETA ESC. S/E VIGA \A1;TUber\A1;í\A1;a de \A1;PVC \A1;Ø\A1;3" \W2.04742; \A1;Tiraf\A1;ó\A1;n \W2.04742; \A1;(Ver \W2.04742; \A1;detalle) Abrazadera de Fijación (Ver detalle) 1" 1" 3" 1" DETALLE DE ABRAZADERA ESC. S/E Tubo de PVC d=3" Tirafon 2"x1/4" Tarugo plastico con estrias de 2"x1/2" CORTE A - A Nota: El diametro interior d c/abrazadera sera de 1/4" mayor a la medida de la tuberia DETALLE DE ABRAZADERA ESC. S/E PARA TUBERÍA DE PVC PLANTA 1" Abrazadera de Plancha LAC e=1/8"@1.5m. de d3/8" c/tuerca Perno Hexagonal Tubería PVC d3" SAP (pesado) 1 1/2" c/tarugo Tornillos de Fijación plástico de 3" VIGA CORTE 1-1 ESC. S/E CALAMINA CALAMINA COBERTURA DE FIBRAFORTE O CALAMINA 5 N.P.T. + 4.90 5 N.P.T. + 0.15 N.P.T. + 5.90 N.P.T. + 3.20 5 N.P.T. + 5.76 N.P.T. + 5.06 N.P.T. + 3.20 5 5 5 5 5 V3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V3 V3 V3 V4 V5 V6 01 0.50 V4 2.25 01 1.05 0.50 V5 V6 2.25 0.93 1.50 0.50 2.25 01 VIDRIO SEMITEMPLADO INCOLORO; e = 8 mm VIDRIO SEMITEMPLADO INCOLORO; e = 8 mm VIDRIO SEMITEMPLADO INCOLORO; e = 8 mm MARCO DE MADERA MARCO DE MADERA MARCO DE MADERA 5 N.P.T +0.15 N.P.T. +0.15 N.P.T. +0.15 N.P.T. +0.45 CORTE A A CORTE B B 5 C1 C3 C1 5 C3 VC-(25x40) VC-(25x40) C3 Z-01 Z-01 Z-01 Z-01 Z-01 Z-01 Z-02 Z-02 Z-02 CA-2 CA1 CA3 CA4 CA4 CA4 CA4 CA4 CA4 CA4 CA4 CA4 CA2 CA4 CA4 CA4 CA4 CA4 CA4 CA4 CA5 CA5 CA5 CA5 CA5 CA5 CA5 CA5 CA5 5 CAPILLA NFP +0.10 ALTAR NFP +0.40 INGRESO NFP +0.10 CONFESIONES CAPILLA - CIMENTACION ESCALA 1:50 B B A A A A B B F F D D D D D D D D D D D D C C E E C C G G DETALLE DE ZAPATA ESCALA 1:25 DETALLE DE GRUTA ESCALA 1:25 10 Ldg R extensión de 12 db 13 10 10 11 L (cm) 12 8 mm 12 13 15 20 25 Ganchos a 90° 3/8" 1/2" Pulgadas 5/8" LONGITUD MINIMA "L"EN GANCHOS ESTANDARES Diámetro de la barra db Ganchos a 180° 12 db D 4 db L D L Viga Detalle de Gancho Estandar Columna ó Placa NOTA: Cuando se usa anclaje con gancho no es necesario multiplicar por 1.4 la longitud requerida de los fierros ubicados 175 24 (cm) 210 280 30 28 30 38 35 36 46 42 49 61 56 18 23 21 1/2" Ø 5/8" 3/4" 1" 3/8" f'c LONGITUD DE ANCLAJE CON GANCHO Ldg 20 cm 15 cm 25 cm 11 cm EXTENSION RECTA (12 db) 5 cm 4 cm 3 cm 6 cm 1/2" 5/8" 3/8" 3/4" 8 cm 31 cm 1" 1/2" 5/8" 3/4" 1" 3/8" RADIO MINIMO DE DOBLEZ (R) LONGITUD MINIMA "L" EN GANCHOS ESTANDARES LONGITUD DE ANCLAJE CON GANCHO Ldg (cm) 1:5 LOSA MACIZA esp.=0.20 m. USAR: Ø 3/8" @ 0.20 amb/sent. (Dos Capas: Superior e Inferior) VIGA-1 (25x30) VIGA-3 5 N.P.T. + 0.00 NPT.+0.45 NPT.+0.15 V-4 CORTE B-B ESC. 1 : 50 N.P.T. + 3.20 N.P.T. + 4.90 N.P.T. + 5.90 N.P.T. + 4.90 N.P.T. + 4.90

Language	Spanish
Drawing Type	Detail
Category	Religious Buildings & Temples
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Plastic, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	A/C
Tags	autocad, cathedral, Chapel, church, construction, cuts, DETAIL, details, draft, DWG, église, igreja, kathedrale, kirche, la cathédrale, lime, mosque, sizing, specifications, temple