Foundations And Structure Cars Agency DWG Detail for AutoCAD

Is shown the execution of the foundation (footings runs and isolated footings,chains ligue ,trabe and contratrabes , etc) structure (tridilosa,. Slab lightened with corresponding details) all of an agency car. both structural details and architectural elements and functional diagram. everything was based on a draft agency company cars bmw .

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

venustian carranza, priv. avenue f.f.c.c north, railway, priv. avenue f.f.c.c north, street v. carranza, of September, from gregorio gomez, railway, venustian carranza, from gregorio gomez, venustian carranza, street v. carranza, peace, Union, rayon, from gregorio gomez, orchard olive trees, orchard the orange trees, lemon orchard, orchard elms, orchard the franboyans, orchard the patanares, av. college, college, orchard laurels, orchard, trinity of the orchards, car reception, ladies baths, gentlemen bathrooms, parking staff, parking clients, n.p.t, gardener, c.l, CD, parking staff, parking clients, n.p.t, gardener, CD, DC, running shoe, bark, enrace of cement tabicon, bark, simple concrete template, ntn, simple concrete template, wandering both ways, running shoe, ntn, stirrups no., cms., dipstick, cms., cms template, in both ways, isolated footing, stirrups no., cms., dipstick, cms., cms template, in both ways, isolated footing, simple concrete template, wandering both ways, isolated footing, ntn, its T. cm both ways, but est. cm., but est. cm., trabe est. cm both ways, upper rope, materials to realize a ridimensional structure of, rope, diagonal, square stem, screw nut, copletor, circular section profile base, base section channel profile, cross arm with four points of support, square stem, lower string, arm in as support element, union between arm rod with welding, diagonal, upper rope, raised, detail of the tridilosa, lower string, screw nuts, connection of diagonals couplers screw nuts, diagonal, copletor, upper rope, diagonal, copletor, plant, concrete column fastening detail, nut, pija cm., concrete column anchor esp., thick steel plate, lower string, column, node, neoprene gasket, pija cm., upper cord, diagonal bars, nut, pija cm., lower string, pija cm., neoprene gasket, diagonal bars, upper cord, column, node, concrete column anchor esp., thick steel plate, steel square bottom frame, steel plate, square steel upper frame, square steel bar, steel plate, bar type, steel square, bar type, angle of steel, isometric, angle of steel, bar type, steel plate, steel angle, space frame, simple concrete template, wandering both ways, isolated footing, ntn, cimentacion plant, c.l, c.l, CD, structural plant, c.l, c.l, CD, DC, customer access, access for staff, access for repairs, departure, architectural party, cimentacion plant, c.l, c.t, c.l, c.l, CD, c.l, c.l, c.t, structural plant, c.l, c.l, CD, DC, rib of, concrete, caseton cm, reticular slab detail, mesh, tray, tray detail, vs bast., variable, vs cm, slab, it’s cm, vs of, it’s cm, vs of, reticular slab plant, caseton, the steel elements shall be indicated, its development., in the form of generator of annex work., all the above data must be settled, reinforcing steel in tones.

Raw text data extracted from CAD file:

63.46 92.59 62.58 87.94 28.93 42.56 16.44 21.76 38.25 32.58 VENUSTIANO CARRANZA 2a PRIV. AVENIDA F.f.c.c NORTE FERROCARRIL 3a PRIV. AVENIDA F.f.c.c NORTE 3a PRIV. AVENIDA F.f.c.c NORTE 4a CALLE V. CARRANZA 16 DE SEPTIEMBRE 16 DE SEPTIEMBRE 16 DE SEPTIEMBRE DE GREGORIO GOMEZ FERROCARRIL VENUSTIANO CARRANZA DE GREGORIO GOMEZ DE GREGORIO GOMEZ VENUSTIANO CARRANZA 3a CALLE V. CARRANZA 2a CALLE V. CARRANZA 1a CALLE V. CARRANZA DE LA PAZ UNION RAYON RAYON RAYON DE GREGORIO GOMEZ 5 HUERTO LOS OLIVOS HUERTO LOS NARANJOS HUERTO LIMONARES HUERTO LOS OLMOS HUERTO LOS FRANBOYANES HUERTO LOS PATANARES AV. UNIVERSIDAD AV. UNIVERSIDAD UNIVERSIDAD HUERTO LOS LAURELES HUERTO LOS LIMONARES TRINIDAD DE LAS HUERTAS 108.84 108.84 \A1;113.27 \A1;63.46 \A1;108.62 \A1;62.58 5 5 5 5 RECEPCION DE AUTOS BAÑOS DAMAS BAÑOS CABALLEROS ESTACIONAMIENTO PERSONAL ESTACIONAMIENTO CLIENTES ESTACIONAMIENTO CLIENTES ESTACIONAMIENTO CLIENTES N.P.T +0.15 N.P.T +0.15 N.P.T +0.15 N.P.T +0.15 N.P.T +0.30 N.P.T +0.45 N.P.T +0.75 N.P.T +0.90 N.P.T +1.05 N.P.T +1.35 JARDINERA JARDINERA C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D \A1;113.27 \A1;63.46 \A1;108.62 \A1;62.58 5 5 5 5 ESTACIONAMIENTO PERSONAL ESTACIONAMIENTO CLIENTES ESTACIONAMIENTO CLIENTES ESTACIONAMIENTO CLIENTES N.P.T +0.15 N.P.T +0.15 N.P.T +0.15 N.P.T +0.15 N.P.T +0.30 N.P.T +0.45 JARDINERA JARDINERA C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C.D C.D C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C4 C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C4 C4 C4 C4 C4 Z C- 1 ZAPATA CORRIDA VARRILLA # 3 @ 15 cm ENRACE DE TABICON DE CEMENTO VARRILLA # 3 @ 20 cm PLANTILLA DE CONCRETO SIMPLE F'C= 100 KG/CM2 1.20 NTN 0.95 0.05 0.15 0.30 CD 1.50 0.30 PLANTILLA DE CONCRETO SIMPLE F'C= 100 KG/CM2 1.20 VARRILA # 3 @ 15 cm ambos sentidos 1.50 0.05 0.06 0.14 0.95 ZAPATA CORRIDA NTN Z C -2 0.30 40 35cm 75cm ESTRIBOS No. 3 @ 20 CMS. VARILLA NO.4 @ 25 CMS. PLANTILLA 5 CMS. F´C=100KG/CM2 EN AMBOS SENTIDOS ZAPATA AISLADA Z C -3 35cm ESTRIBOS No. 3 @ 20 CMS. VARILLA NO.4 @ 25 CMS. PLANTILLA 5 CMS. F´C=100KG/CM2 EN AMBOS SENTIDOS 75cm 160 40 ZAPATA AISLADA Z C -4 PLANTILLA DE CONCRETO SIMPLE F'C= 100 KG/CM2 1.20 VARRILA # 3 @ 15 cm ambos sentidos 1.50 0.05 0.06 0.14 0.95 ZAPATA AISLADA NTN Z C -5 0.30 0.30 CT 0.30 2 ø #4 2 ø #4 2 ø #3 0.60 est. # 2; 6 @ 10, @ 15 CM . EN AMBOS SENTIDOS 2 ø #4 4 ø # 4 mas 2 ø # 3 EST. # 2 @ 15 cm. T 2 ø #4 2 ø #4 2 ø #3 2 ø #3 4 ø # 4 mas 2 ø # 3 EST. # 2 @ 15 cm. 2 ø #4 TRABE est. # 2; 6 @ 10, @ 15 CM . EN AMBOS SENTIDOS 0.30 0.60 Cuerda Superior MATERIALES PARA REALIZAR ESTRUCTURA RIDIMENSIONAL DE MODULOS DE 1 X 1m. Cuerda Diagonal Vastago cuadrado Tornillo y tuerca Copletor a base de perfil de sección circular a base de perfil de sección canal 0.95 Brazo en cruz con cuatro puntos de apoyo Vastago cuadrado Cuerda inferior Brazo en X como elemento de apoyo Unión entre Vastago y Brazo con soldadura Diagonal Cuerda Superior D -1 ALZADO DETALLE DE LA TRIDILOSA Cuerda inferior Tuercas y tornillos Tuercas y tornillos Unión de cuerdas, diagonales y copletores abase de tuercas y tornillos Diagonal Copletor Cuerda Superior Diagonal Copletor PLANTA \A1;0.60 \A1;0.70 \A1;0.70 \A1;1.25 \A1;1.25 \A1;0.10 \A1;0.04 \A1;1.25 \A1;1.25 \A1;0.04 \A1;0.04 \A1;1.25 \A1;0.60 \A1;7.90 \A1;0.60 60.00° \A1;1.25 \A1;0.10 \A1;0.04 \A1;1.25 \A1;0.10 7.00 7.00 60.00° 60.00° 5.00 5.00 7.00 \A1;0.60 \A1;0.60 \A1;0.40 \A1;0.70 \A1;0.60 \A1;0.60 \A1;0.70 \A1;0.70 \A1;1.25 \A1;1.25 \A1;0.04 \A1;1.25 \A1;0.04 \A1;0.04 \A1;0.40 \A1;0.10 \A1;0.04 \A1;1.25 \A1;1.25 \A1;1.25 \A1;0.04 \A1;0.10 \A1;1.25 \A1;0.10 DETALLE DE FIJACION A COLUMNA DE CONCRETO DT-1 TUERCA 1" 1 PIJA @ 20 cm. 1.25 5 ANCLAJE A COLUMNA DE CONCRETO 1" ESP. PLACA DE ACERO DE 1/2" ESPESOR CORDON INFERIOR COLUMNA C-3 NODO JUNTA DE NEOPRENO 5 5 1 PIJA @ 20 cm. CORDON SUPERIOR BARRAS DIAGONALES DT-2 TUERCA 1" 1 PIJA @ 20 cm. 1.25 CORDON INFERIOR 1 PIJA @ 20 cm. 5 5 JUNTA DE NEOPRENO BARRAS DIAGONALES CORDON SUPERIOR COLUMNA C-3 NODO ANCLAJE A COLUMNA DE CONCRETO 1" ESP. PLACA DE ACERO DE 1/2" ESPESOR 5 ENTRAMADO INFERIOR CUADRADO DE ACERO (SEGUN MIEMBRO) PLACA DE ACERO DE 4" X 4" X 1/4" C B B C B B A ENTRAMADO SUPERIOR CUADRADO DE ACERO (SEGUN MIEMBRO) CUADRADO DE ACERO PARA BARRA (SEGUN MIEMBRO) 7.00 7.00 60.00° 60.00° 5.00 5.00 7.00 60.00° PLACA DE ACERO DE 4" X 4" X 1/4" 5 TIPO 1 ( 4 BARRAS ) 5 5 CUADRADO DE ACERO (SEGUN MIEMBRO) TIPO 3 ( 1 BARRA ) ANGULO DE ACERO (SEGUN EL MIEMBRO) ISOMETRICO 5 5 5.00 5.00 5 ANGULO DE ACERO (SEGUN EL MIEMBRO) TIPO 2 ( 2 BARRAS ) PLACA DE ACERO DE 4" X 4" X 1/4" PLACA DE ACERO DE 2" X 2" X 1/4" ANGULO DE ACERO ENTRAMADO ESPACIAL B A A A C C A C C C B B A A B C C B A A PLANTILLA DE CONCRETO SIMPLE F'C= 100 KG/CM2 1.20 VARRILA # 3 @ 15 cm ambos sentidos 2.50 0.05 0.06 0.14 0.95 ZAPATA AISLADA NTN Z C -5 0.30 0.30 113.28 63.46 5.39 4.42 5.49 3.98 2.87 3.23 3.61 3.03 3.21 3.73 2.70 3.73 4.96 5.19 4.29 3.64 12.57 8.36 8.03 7.56 6.73 3.10 3.20 2.72 5.22 3.94 4.43 3.16 3.28 6.30 4.45 6.35 108.61 6.75 5.41 6.08 5.89 6.09 4.91 4.37 2.42 3.20 2.93 3.10 4.65 4.04 1.10 2.81 5.30 4.75 4.47 13.71 4.43 5.10 62.58 7.20 5.39 6.73 13.37 13.56 9.45 6.89 113.28 108.61 62.58 63.46 5.30 4.75 4.47 13.71 4.43 5.10 2.81 1.10 15.30 10.08 9.85 10.15 4.96 5.19 4.29 3.64 7.20 5.39 6.73 13.37 13.56 9.45 6.89 6.75 5.41 6.08 5.89 6.09 4.91 4.37 3.99 7.16 12.57 8.36 8.03 7.56 6.73 9.03 4.77 17.80 10.80 6.75 5.41 6.08 5.89 6.09 4.91 4.37 2.42 3.20 2.93 3.10 4.65 3.99 3.13 4.04 1.10 2.81 5.30 4.75 4.47 13.71 4.43 5.10 12.57 8.36 8.03 7.56 6.73 3.10 3.20 2.72 113.28 5.39 5.22 8.41 4.77 2.60 3.94 4.43 3.16 3.28 7.68 6.30 4.45 4.42 5.49 3.98 2.87 3.23 3.61 3.03 3.21 3.73 2.70 3.73 4.96 5.19 4.29 3.64 6.35 108.61 5.39 6.73 13.37 13.56 9.45 6.89 62.58 7.20 63.46 PLANTA DE CIMENTACION C C C C C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C3 CT CT CT CT CT CT CT CT CT CT CT Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C- 1 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C- 1 Z C- 1 Z C- 1 CT C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -4 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 K K K K K K K K K K K K K Z C -3 K K K K Z C -5 Z C -5 Z C -5 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 CT 1 2 3 4 5 6 7 8 9 10 12 13 15 16 11 A 14 113.2786390661304 B C D E F G H I J K L M N Ñ O P 63.46193330518508 5.394295848389446 4.420642169381608 5.487203985252564 3.983229623449005 2.871917657306767 3.226926595663826 3.607008641305583 3.027762114739743 3.211832779390533 3.728471637150505 2.696205980431841 3.725322382415471 4.957401818788639 5.19331179557048 4.294827831585279 3.635572444356512 17 18 19 20 21 22 12.57343335228415 8.355908976908722 8.030976387014562 7.56426404490503 6.725534347588109 3.103616566507299 3.20059594578015 2.723404865569135 5.221656009659454 8.412948435620818 4.769299844334454 2.602283953447113 3.938373712870998 4.42568858436789 3.162756943791464 3.275514109392133 0.40 7.682130687959215 6.303382477884043 4.452457018543099 6.351609980444662 1 108.6140073881452 6.747336901274138 5.411464472188526 6.081263096903057 5.887844487314396 6.088531587727629 4.91302030886527 4.371935419061628 2.422623270034819 3.20059594578106 2.930753213858224 3.104175463634419 4.649523017852517 3.986663018679792 3.126633224752366 4.035334575183696 1.099268200243386 2.807113574047434 5.296296967384478 4.750056868828324 4.466507678171183 13.7071195228782 4.433910967181873 5.096035606298755 1' 1'' 4' 6' 8' 9' 10' 11 11' 12' 12'' 13'' 14 15 16 16' 17 18' 19 19' 20' 21' 22 A P 62.58452275076343 7.20045382864191 5.394060632821492 6.727783198450197 13.36669142590835 13.55623060241851 9.452277426371438 6.88702563615152 B' C' E' I' M' Ñ' 5.41 6.08 5.89 6.09 4.91 4.37 8.55 7.75 3.99 7.16 12.57 8.36 8.03 7.56 6.73 9.03 5.22 8.41 4.77 17.80 7.68 6.31 10.08 9.85 10.15 4.96 5.19 4.29 3.64 7.20 5.39 6.73 13.37 13.56 9.45 6.89 6.75 113.28 63.46 108.61 62.58 5.30 4.75 4.47 13.71 4.43 5.10 15.30 10.80 2.81 1.10 PLANTA ESTRUCTURAL C C C C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C.L C.L CT CT CT CT C.L C.L C3 CT CT CT CT CT CT CT CT CT CT CT C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 K K K K K K K K K K K K K K K K K C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 K T T T T C.C C.C C.C C.C 1 1 D G J M A 3 4 5 P 12 13 14 17 22 16' 17 18' 19 19' 20' 21' 22 113.2786390661304 63.46193330518508 108.6140073881452 62.58452275076343 N Ñ O 1 5.296296967384478 4.750056868828324 4.466507678171183 13.7071195228782 4.433910967181873 5.096035606298755 1' 1'' 4' 6' 8' 9' 10' 2.807113574047434 1.101364393853145 15.30214200302725 10.0820738764196 9.84660353543586 10.14999999999782 4.957401818792277 5.19331179557048 4.294827831585279 3.635572444352873 7.20045382864191 5.394060632821492 6.727783198450197 13.36669142590835 13.55623060241851 9.452277426371438 6.88702563615152 A P B' C' E' I' M' Ñ' 12'' 12' 14 6.747336901274138 5.411464472188526 6.081263096903057 5.887844487314396 6.088531587727629 4.91302030886527 4.371935419061628 8.553897259628682 7.753773651532356 3.9866611028865 7.161969715729356 11 18 19 20 21 22 12.57436562488237 8.355908976908722 8.030976387014562 7.56426404490503 6.725534347588109 9.027617377856586 5.221656009659454 8.412948435620818 4.769299844334454 17.80461724203906 7.682130687959215 6.311827112505852 10.79879751897806 8.40 0.60 2.10 87.94 16.44 32.58 63.46 92.59 62.58 28.93 42.56 21.76 38.25 ACCESO PARA CLIENTES ACCESO PARA PERSONAL ACCESO PARA REPARACIONES SALIDA SALIDA 63.46192751091075 92.58864738106422 62.58150293749713 87.93792052727531 28.92994260614432 42.56431133003935 16.44366659109164 21.75611068579929 38.25492980735635 32.57760688790859 PARTIDO ARQUITECTONICO 5.55 1.82 113.28 5.39 4.42 5.49 3.98 2.87 3.23 3.61 3.03 3.21 3.73 2.70 3.73 4.96 5.19 4.29 3.64 12.57 8.36 8.03 7.56 6.73 3.10 3.20 2.72 5.22 8.41 3.94 4.43 3.16 3.28 7.68 6.30 4.45 6.75 5.41 6.08 5.89 6.09 4.91 4.37 2.42 3.20 2.93 3.10 4.65 3.99 3.13 4.04 1.10 2.81 5.30 4.75 4.47 13.71 4.43 5.10 5.55 1.82 63.46 6.35 108.61 62.58 7.20 5.39 6.73 13.37 13.56 9.45 6.89 PLANTA DE CIMENTACION C C C C C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.T C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C3 CT CT CT CT CT CT CT CT CT CT Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C- 1 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C- 1 Z C- 1 Z C- 1 CT C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -4 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 K K K K K K K K K K K K K Z C -3 K K K Z C -5 Z C -5 Z C -5 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 CT 1 2 3 4 5 6 7 8 9 10 12 13 15 16 11 A 14 113.2786390661304 B C D E F G H I J K L M N Ñ O P 63.46193330518145 5.394295848393085 4.420642169388884 5.487203985248925 3.983229623452644 2.871917657299491 3.22692659565655 3.607008641309221 3.027762114743382 3.211832779386896 3.728471637154144 2.696205980424565 3.725322382422746 4.95740181878864 5.19331179557048 4.294827831578004 3.635572444363788 17 18 19 20 21 22 12.57343335228325 8.355908976909632 8.030976387013652 7.564264044906849 6.725534347588109 3.103616566506389 3.20059594578106 2.723404865569137 5.221656009659455 8.41294843562082 3.938373712870089 4.42568858436789 3.162756943792374 3.275514109393043 0.40 7.682130687960125 6.303382477883133 4.4524570185431 6.351609980444664 1 108.6140073881461 6.747336901275958 5.411464472186708 6.081263096903967 5.887844487315306 6.088531587725811 4.91302030886618 4.371935419061629 2.422623270034819 3.20059594578197 2.930753213857315 3.10417546363351 4.649523017853426 3.986663018678883 3.126633224753277 4.035334575184606 1.099268200242477 2.807113574048344 5.296296967382659 4.750056868829233 4.466507678171183 13.70711952287729 4.433910967182783 5.096035606298756 1' 1'' 4' 6' 8' 9' 10' 11 11' 12' 12'' 13'' 14 15 16 16' 17 18' 19 19' 20' 21' 22 A P 62.5845227507707 7.200453828649188 5.394060632821493 6.727783198450197 13.36669142590836 13.55623060241851 9.452277426371438 6.88702563615152 B' C' E' I' M' Ñ' CT CT CT C.L C.L C.L 5.548708688304032 1.822875109476627 C2 C2 C2 C.L C.L C.L C.L CT C.T C.T C.T C.T C.T C.T C.T C.T C.T C.T C.T C.T 113.28 63.46 108.61 62.58 5.30 4.75 4.47 13.71 4.43 5.10 15.30 10.08 9.85 10.15 4.96 5.19 4.29 3.64 7.20 5.39 6.73 13.37 13.56 9.45 6.89 6.75 5.41 6.08 5.89 6.09 4.91 4.37 8.55 7.75 3.99 7.16 12.57 8.36 8.03 7.56 6.73 9.03 5.22 8.41 4.77 17.80 7.68 6.31 2.81 1.10 10.80 PLANTA ESTRUCTURAL C C C C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C.L C.L CT CT CT CT C.L C.L C3 CT CT CT CT CT CT CT CT CT CT CT C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 K K K K K K K K K K K K K K K K C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 K T T T T C.C C.C C.C C.C 1 1 D G J M A 3 4 5 P 12 13 14 17 22 16' 17 18' 19 19' 20' 21' 22 113.2786390661322 63.46193330517781 108.6140073881452 62.5845227507707 N Ñ O 1 5.296296967383569 4.750056868829233 4.466507678173002 13.7071195228782 4.433910967180054 5.096035606299665 1' 1'' 4' 6' 8' 9' 10' 2.807113574046525 1.101364393853146 15.30214200302726 10.08207387640869 9.846603535439499 10.15000000000146 4.957401818792277 5.193311795566842 4.294827831592556 3.635572444349236 7.200453828641912 5.394060632825131 6.727783198453835 13.36669142589744 13.55623060242215 9.452277426378714 6.88702563615152 A P B' C' E' I' M' Ñ' 12'' 12' 14 6.747336901273229 5.411464472189436 6.081263096903058 5.887844487314396 6.08853158772763 4.91302030886618 4.371935419061629 8.553897259628684 7.753773651532356 3.986661102886501 7.161969715728446 11 18 19 20 21 22 12.57436562488056 8.355908976909632 8.030976387013652 7.564264044906849 6.725534347588109 9.027617377856586 5.221656009659455 8.41294843562082 4.769299844333545 17.80461724203906 7.682130687960125 6.311827112504943 10.79879751897806 T C2 3.18 3.93 3.82 3.87 4.22 4.20 \A1;7.10 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.15 \A1;8.50 \A1;2.00 \A1;2.00 \A1;0.15 \A1;0.15 \A1;2.00 \A1;2.00 0.05 0.15 0.20 NERVADURA de 0.10x0.20cm CONCRETO FC=200 Kg/cm2 CASETON 0.60x0.60x0.20 cm Detalle de Losa Reticular MALLA DE 6x6 0.10 0.60 charola T-1 1/4 de L Detalle de Charola Vs 3/8 @ 20 Bast. 1/4 de L VARIABLE Vs 3/8 @ 20 cm Losa 2.0 2.0 Est de 1/4 @ 20 cm 4 Vs de 3/8" 0.15 N-1 Est de 1/4 @ 20 cm 3 Vs de 3/8" N-2 0.15 0.10 0.10 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-2 N-2 N-2 N-2 N-2 N-2 N-2 N-2 PLANTA LOSA RETICULAR CASETON 60X60X15cm A LOS ELEMENTOS DE ACERO SE DEBERA INDICAR SU DESARROLLO. EN EL FORMATO DE GENERADOR DE OBRA ANEXO. TODOS LOS DATOS ANTERIORES DEBERAN ASENTARSE 3. ACERO DE REFUERZO EXPRESADO EN TONS. 2. VOLUMEN DE; CEMENTO, GRABA, ARENA Y AGUA EN LATAS CONCRETO F'C= 200 Kg/cm2 REVENIMIENTO = 8-10 AGREGADO MAXIMO = 3/4" 1. VOLUMEN DE CONCRETO DE 200 Kg/cm2 EN m3 2a EVALUACIÓN DETERMINAR LOS SIGUENTES VOLUMENES DE OBRA: ORGANIZACION DE OBRAS I y II 4. CIMBRA EN m2 y No. de polines \A1;0.20 \A1;0.10 \A1;0.10 5. MALLA 6X6 EN m2 \A1;1.25 \A1;0.10 \A1;0.04 \A1;1.25 \A1;1.25 \A1;1.25 \A1;0.04 \A1;0.10 DETALLE DE FIJACION A COLUMNA DE CONCRETO D3 TUERCA 1" 1 PIJA @ 20 cm. 1.25 5 ANCLAJE A COLUMNA DE CONCRETO 1" ESP. PLACA DE ACERO DE 1/2" ESPESOR CORDON INFERIOR COLUMNA C-3 NODO JUNTA DE NEOPRENO 5 5 1 PIJA @ 20 cm. CORDON SUPERIOR BARRAS DIAGONALES D3 TUERCA 1" 1 PIJA @ 20 cm. 1.25 CORDON INFERIOR 1 PIJA @ 20 cm. 5 5 JUNTA DE NEOPRENO BARRAS DIAGONALES CORDON SUPERIOR COLUMNA C-3 NODO ANCLAJE A COLUMNA DE CONCRETO 1" ESP. PLACA DE ACERO DE 1/2" ESPESOR 5 5.22 8.41 25.72 3.16 4.22 2.40 4.16 4.14 2.80 2.93 1.90 25.72 3.16 4.22 2.40 4.16 4.14 2.70 4.93 24.39 3.93 2.29 7.66 6.69 3.82 24.31 3.73 10.02 10.55 5.22 8.41 113.28 5.39 4.42 5.49 3.98 2.87 3.23 3.61 3.03 3.21 3.73 2.70 3.73 4.96 5.19 4.29 3.64 12.57 8.36 8.03 7.56 6.73 3.10 3.20 2.72 5.22 3.94 4.43 3.16 3.28 6.30 4.45 6.75 5.41 6.08 5.89 6.09 4.91 4.37 2.42 3.20 2.93 3.10 4.65 4.04 1.10 2.81 5.30 4.75 4.47 13.71 4.43 5.10 113.28 63.46 108.61 62.58 5.30 4.75 4.47 13.71 4.43 5.10 15.30 10.08 9.85 10.15 4.96 5.19 4.29 3.64 7.20 5.39 6.73 13.37 13.56 9.45 6.89 6.75 5.41 6.08 5.89 6.09 4.91 4.37 3.99 7.16 12.57 8.36 8.03 7.56 6.73 9.03 4.77 17.80 5.55 1.82 3.82 3.87 4.22 4.20 63.46 6.35 108.61 62.58 7.20 5.39 6.73 13.37 13.56 9.45 6.89 2.81 1.10 10.80 3.18 3.93 PLANTA DE CIMENTACION C C C C C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.T C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C3 CT CT CT CT CT CT CT CT CT CT Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C- 1 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C- 1 Z C- 1 Z C- 1 CT C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -4 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 K K K K K K K K K K K K K Z C -3 K K K Z C -5 Z C -5 Z C -5 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 CT 1 3 5 6 9 10 12 13 15 17 21 25 A 113.2786390661304 B C D E F G H I J K L M N Ñ O P 63.46193330518145 5.394295848393085 4.420642169388884 5.487203985248925 3.983229623452644 2.871917657299491 3.22692659565655 3.607008641309221 3.027762114743382 3.211832779386896 3.728471637154144 2.696205980424565 3.725322382422746 4.95740181878864 5.19331179557048 4.294827831578004 3.635572444363788 31 33 35 38 40 42 12.57343335228325 8.355908976909632 8.030976387013652 7.564264044906849 6.725534347588109 3.103616566506389 3.20059594578106 2.723404865569137 5.221656009659455 3.938373712870089 4.42568858436789 3.162756943792374 3.275514109393043 0.40 6.303382477883133 4.4524570185431 6.351609980444664 1 108.6140073881461 6.747336901275958 5.411464472186708 6.081263096903967 5.887844487315306 6.088531587725811 4.91302030886618 4.371935419061629 2.422623270034819 3.20059594578197 2.930753213857315 3.10417546363351 4.649523017853426 4.035334575184606 1.099268200242477 2.807113574048344 5.296296967382659 4.750056868829233 4.466507678171183 13.70711952287729 4.433910967182783 5.096035606298756 2 4 8 11 14 16 18 19 20 22 24 26 27 28 29 30 32 34 36 37 39 41 42 A P 62.5845227507707 7.200453828649188 5.394060632821493 6.727783198450197 13.36669142590836 13.55623060241851 9.452277426371438 6.88702563615152 B' C' E' I' M' Ñ' CT CT CT C.L C.L C.L 5.548708688304032 1.822875109476627 C2 C2 C2 CT C.T C.T C.T C.T C.T C.T C.T C.T C.T C.T C.T C.T C.L C.L C.L C.L C.L C.L C.L C2 C2 C2 C2 C2 C2 C2 C2 3.182493252074892 3.930802991357268 7 3.816540699353027 3.865589988607098 19 23 4.215728894866515 4.197219540754304 27 28 29 CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT ESC. 1:150 PLANTA ESTRUCTURAL DE ENTREPISO C C C C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C3 CT CT CT CT CT CT CT CT CT CT C.C C.D C.D C.D C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 K K K K K K K K K K K K K K K K C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 K T T T T C.C C.C C.C C.C 1 1 D G J M A 3 4 5 P 12 13 14 17 22 16' 17 18' 19 19' 20' 21' 22 113.2786390661322 63.46193330517781 108.6140073881452 62.5845227507707 N Ñ O 1 5.296296967383569 4.750056868829233 4.466507678173002 13.7071195228782 4.433910967180054 5.096035606299665 1' 1'' 4' 6' 8' 9' 10' 2.807113574046525 1.101364393853146 15.30214200302726 10.08207387640869 9.846603535439499 10.15000000000146 4.957401818792277 5.193311795566842 4.294827831592556 3.635572444349236 7.200453828641912 5.394060632825131 6.727783198453835 13.36669142589744 13.55623060242215 9.452277426378714 6.88702563615152 A P B' C' E' I' M' Ñ' 12'' 12' 14 6.747336901273229 5.411464472189436 6.081263096903058 5.887844487314396 6.08853158772763 4.91302030886618 4.371935419061629 3.986661102886501 7.161969715728446 11 18 19 20 21 22 12.57436562488056 8.355908976909632 8.030976387013652 7.564264044906849 6.725534347588109 9.027617377856586 4.769299844333545 17.80461724203906 10.79879751897806 T C2 11 T T T T T T T T T T T T T T T T T T T T T T T T T C.C T T T C.C C.C C.C C.C C.C C.C C.C C.C C.C C C C C C C C C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C T T T T T T T T T T T T C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C 5.221656009659455 8.41294843562082 ESC. 1:150 5.22 8.41 113.28 5.39 4.42 5.49 3.98 2.87 3.23 3.61 3.03 3.21 3.73 2.70 3.73 4.96 5.19 4.29 3.64 12.57 8.36 8.03 7.56 6.73 3.10 3.20 2.72 5.22 3.94 4.43 3.16 3.28 6.30 4.45 6.75 5.41 6.08 5.89 6.09 4.91 4.37 2.42 3.20 2.93 3.10 4.65 4.04 1.10 2.81 5.30 4.75 4.47 13.71 4.43 5.10 113.28 63.46 108.61 62.58 5.30 4.75 4.47 13.71 4.43 5.10 15.30 10.08 9.85 10.15 4.96 5.19 4.29 3.64 7.20 5.39 6.73 13.37 13.56 9.45 6.89 6.75 5.41 6.08 5.89 6.09 4.91 4.37 3.99 7.16 12.57 8.36 8.03 7.56 6.73 9.03 4.77 17.80 5.55 1.82 3.82 3.87 4.22 4.20 63.46 6.35 108.61 62.58 7.20 5.39 6.73 13.37 13.56 9.45 6.89 2.81 1.10 10.80 3.18 3.93 PLANTA DE CIMENTACION C C C C C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.T C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C3 CT CT CT CT CT CT CT CT CT CT Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C- 1 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C- 1 Z C- 1 Z C- 1 CT C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -4 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 K K K K K K K K K K K K K Z C -3 K K K Z C -5 Z C -5 Z C -5 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 CT 1 3 5 6 9 10 12 13 15 17 21 25 A 113.2786390661304 B C D E F G H I J K L M N Ñ O P 63.46193330518145 5.394295848393085 4.420642169388884 5.487203985248925 3.983229623452644 2.871917657299491 3.22692659565655 3.607008641309221 3.027762114743382 3.211832779386896 3.728471637154144 2.696205980424565 3.725322382422746 4.95740181878864 5.19331179557048 4.294827831578004 3.635572444363788 31 33 35 38 40 42 12.57343335228325 8.355908976909632 8.030976387013652 7.564264044906849 6.725534347588109 3.103616566506389 3.20059594578106 2.723404865569137 5.221656009659455 3.938373712870089 4.42568858436789 3.162756943792374 3.275514109393043 0.40 6.303382477883133 4.4524570185431 6.351609980444664 1 108.6140073881461 6.747336901275958 5.411464472186708 6.081263096903967 5.887844487315306 6.088531587725811 4.91302030886618 4.371935419061629 2.422623270034819 3.20059594578197 2.930753213857315 3.10417546363351 4.649523017853426 4.035334575184606 1.099268200242477 2.807113574048344 5.296296967382659 4.750056868829233 4.466507678171183 13.70711952287729 4.433910967182783 5.096035606298756 2 4 8 11 14 16 18 19 20 22 24 26 27 28 29 30 32 34 36 37 39 41 42 A P 62.5845227507707 7.200453828649188 5.394060632821493 6.727783198450197 13.36669142590836 13.55623060241851 9.452277426371438 6.88702563615152 B' C' E' I' M' Ñ' CT CT CT C.L C.L C.L 5.548708688304032 1.822875109476627 C2 C2 C2 CT C.T C.T C.T C.T C.T C.T C.T C.T C.T C.T C.T C.T C.L C.L C.L C.L C.L C.L C.L C2 C2 C2 C2 C2 C2 C2 C2 3.182493252074892 3.930802991357268 7 3.816540699353027 3.865589988607098 19 23 4.215728894866515 4.197219540754304 27 28 29 CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT ESC. 1:150 PLANTA ESTRUCTURAL DE ENTREPISO C C C C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C3 CT CT CT CT CT CT CT CT CT CT C.C C.D C.D C.D C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 K K K K K K K K K K K K K K K K C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 K T T T T C.C C.C C.C C.C 1 1 D G J M A 3 4 5 P 12 13 14 17 22 16' 17 18' 19 19' 20' 21' 22 113.2786390661322 63.46193330517781 108.6140073881452 62.5845227507707 N Ñ O 1 5.296296967383569 4.750056868829233 4.466507678173002 13.7071195228782 4.433910967180054 5.096035606299665 1' 1'' 4' 6' 8' 9' 10' 2.807113574046525 1.101364393853146 15.30214200302726 10.08207387640869 9.846603535439499 10.15000000000146 4.957401818792277 5.193311795566842 4.294827831592556 3.635572444349236 7.200453828641912 5.394060632825131 6.727783198453835 13.36669142589744 13.55623060242215 9.452277426378714 6.88702563615152 A P B' C' E' I' M' Ñ' 12'' 12' 14 6.747336901273229 5.411464472189436 6.081263096903058 5.887844487314396 6.08853158772763 4.91302030886618 4.371935419061629 3.986661102886501 7.161969715728446 11 18 19 20 21 22 12.57436562488056 8.355908976909632 8.030976387013652 7.564264044906849 6.725534347588109 9.027617377856586 4.769299844333545 17.80461724203906 10.79879751897806 T C2 11 T T T T T T T T T T T T T T T T T T T T T T T T T C.C T T T C.C C.C C.C C.C C.C C.C C.C C.C C.C C C C C C C C C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C T T T T T T T T T T T T C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C 5.221656009659455 8.41294843562082 ESC. 1:150 3.16 4.22 2.40 4.16 4.14 2.80 2.93 1.90 3.16 4.22 2.40 4.16 4.14 2.70 4.93 25.72 6.69 3.82 24.31 3.73 10.02 10.55 25.72 24.39 3.93 2.29 7.66 C C C C2 C2 C2 C2 C2 C2 C2 C.D C2 K T T T T T T T T T C C C C C C C.C C.C C.C C.C C.C C.C C.C C.C C.C 1 2 3 25.71670751330839 3.156690701041953 4.219379444335573 2.401961601638504 4.160719936857276 4.143629742194207 2.799490857245473 2.929776503328867 1.901931810370115 1 4 5 6 7 8 9 25.71670751330203 3.156690701043772 4.219379444336482 2.401961601638504 4.160719936855457 4.143629742194207 2.700088238034368 4.93111093290463 3 4 5 6 7 8 9 PLANTA ESTRUCTURAL DE AZOTEA ESC. 1:150 A C D E F G 24.39007582677004 3.93186609248005 2.293054904759629 7.659023573116428 6.68540490416126 3.820726352252677 B E G 24.30712379242323 3.729580563875061 10.02317817022413 10.55436505832404 A 3.16 4.22 2.40 4.16 4.14 2.80 2.93 1.90 3.16 4.22 2.40 4.16 4.14 2.70 4.93 25.72 6.69 3.82 24.31 3.73 10.02 10.55 25.72 24.39 3.93 2.29 7.66 C C C C2 C2 C2 C2 C2 C2 C2 C.D C2 K T T T T T T T T T C C C C C C C.C C.C C.C C.C C.C C.C C.C C.C C.C 1 2 3 25.71670751330839 3.156690701041953 4.219379444335573 2.401961601638504 4.160719936857276 4.143629742194207 2.799490857245473 2.929776503328867 1.901931810370115 1 4 5 6 7 8 9 25.71670751330203 3.156690701043772 4.219379444336482 2.401961601638504 4.160719936855457 4.143629742194207 2.700088238034368 4.93111093290463 3 4 5 6 7 8 9 A C D E F G 24.39007582677004 3.93186609248005 2.293054904759629 7.659023573116428 6.68540490416126 3.820726352252677 B E G 24.30712379242323 3.729580563875061 10.02317817022413 10.55436505832404 A ACCESO PARA CLIENTES ACCESO PARA PERSONAL ACCESO PARA REPARACIONES SALIDA SALIDA 5 5 5 5 5 5 5 5 5 5 LOCALIZACIÓN PROYECTO: AGENCIA DE AUTOS BMW ACOTACIONES: METROS UBICACION: OCOTLAN DE MORELOS , OAXACA ESCALA: ESCALA GRAFICA AGENCIA DE AUTOS 0.00 1.00 0.50 1.50 PLANO: PLANTA DE CIMENTACION PLANO: 8 UNIVERSIDAD AUTONOMA BENITO JUAREZ DE OAXACA ARQ. JUAN ALFREDO BAUTISTA LEON 1:150 FACULTAD DE ARQUITECTURA C.U DISEÑO ARQUITECTONICO ESTRUCTURAL ARNAUDL GARCIA REYES 5to SEMESTRE GRUPO "B" JUNIO 2014 NORTE BMW VENUSTIANO CARRANZA 2a PRIV. AVENIDA F.f.c.c NORTE FERROCARRIL 3a PRIV. AVENIDA F.f.c.c NORTE 3a PRIV. AVENIDA F.f.c.c NORTE 4a CALLE V. CARRANZA 16 DE SEPTIEMBRE 16 DE SEPTIEMBRE 16 DE SEPTIEMBRE DE GREGORIO GOMEZ FERROCARRIL VENUSTIANO CARRANZA DE GREGORIO GOMEZ DE GREGORIO GOMEZ VENUSTIANO CARRANZA 3a CALLE V. CARRANZA 2a CALLE V. CARRANZA 1a CALLE V. CARRANZA DE LA PAZ UNION RAYON RAYON RAYON DE GREGORIO GOMEZ 5 ACCESO ESTACIONAMIENTO \W0.43136; PATIO DE \W0.43136; MANEOBRAS RECEPCION DE AUTOS \W1.66043; SERVICIO \W1.66043; DE \W1.66043; MANTENIMIENTO ESTACIONAMIENTO DE UNIDADES REFACCIONES ADMINISTRACION BODEGA DE REFACCIONES \W1.35115; VENTA DE \W1.35115; AUTOS Y \W1.35115; CAMIONES \W1.51867; PLAZA DE \W1.51867; ACCESO ESTACIONAMIENTO PUBLICO MAQUINAS ESTACIONAMIENTO PERSONAL \W1.28703; SALA DE \W1.28703; EXIVICION ACCESO ACCESO ACCESO 40 35cm 75cm ESTRIBOS No. 3 @ 20 CMS. VARILLA NO.4 @ 25 CMS. PLANTILLA 5 CMS. F´C=100KG/CM2 EN AMBOS SENTIDOS ZAPATA AISLADA 35cm ESTRIBOS No. 3 @ 20 CMS. VARILLA NO.4 @ 25 CMS. PLANTILLA 5 CMS. F´C=100KG/CM2 EN AMBOS SENTIDOS 75cm 160 40 0.20 0.15 K1 6 ø # 3 EST. # 2 @ 15 cm. C.C 0.30 0.15 4 ø # 3 est. # 2 @ 15 CM DETALLES ESTRUCTURALES T 2 ø #4 2 ø #4 2 ø #3 2 ø #3 4 ø # 4 mas 2 ø # 3 EST. # 2 @ 15 cm. 2 ø #4 TRABE est. # 2; 6 @ 10, @ 15 CM . EN AMBOS SENTIDOS 0.30 C 4 ø # 4 mas 2 ø #3 ^Jen el centro EST. # 2 @ 15 cm. 0.30 K2 0.15 0.15 0.15 6 ø # 3 EST. # 2 @ 15 cm. C.L 0.30 0.15 4 ø # 3 est. # 2 @ 15 CM 0.30 0.15 0.30 C4 C2 4 ø # 4 mas 1 ø #3 ^Jen el centro EST. # 2 @ 15 cm. 0.30 0.60 0.30 6 ø # 3 EST. # 2 @ 15 cm. C3 0.30 0.30 0.60 8 ø # 4 EST. # 3. @ 15 cm. T2 2 ø #4 2 ø #4 2 ø #3 2 ø #3 4 ø # 4 mas 2 ø # 3 EST. # 2 @ 15 cm. 2 ø #4 TRABE est. # 2; 6 @ 10, @ 15 CM . EN AMBOS SENTIDOS 0.15 0.30 0.20 0.15 K1 6 ø # 3 EST. # 2 @ 15 cm. C.D 0.30 0.15 4 ø # 3 est. # 2 @ 15 CM DETALLES ESTRUCTURALES T CT 2 ø #4 2 ø #4 2 ø #3 2 ø #3 4 ø # 4 mas 2 ø # 3 EST. # 2 @ 15 cm. 0.30 2 ø #4 TRABE est. # 2; 6 @ 10, @ 15 CM . EN AMBOS SENTIDOS 2 ø #4 2 ø #4 2 ø #3 0.60 est. # 2; 6 @ 10, @ 15 CM . EN AMBOS SENTIDOS 2 ø #4 4 ø # 4 mas 2 ø # 3 EST. # 2 @ 15 cm. 0.30 C 4 ø # 4 mas 2 ø #3 ^Jen el centro EST. # 2 @ 15 cm. 0.30 PLANTILLA DE CONCRETO SIMPLE F'C= 100 KG/CM2 1.00 VARRILA # 3 @ 15 cm ambos sentidos 1.50 0.05 0.03 0.12 0.80 ZAPATA CORRIDA NTN Z C -1 PLANTILLA DE CONCRETO SIMPLE F'C= 100 KG/CM2 1.20 VARRILA # 3 @ 15 cm ambos sentidos 1.50 0.05 0.06 0.14 0.95 ZAPATA CORRIDA NTN Z C -2 0.30 0.15 K2 0.15 0.15 0.15 6 ø # 3 EST. # 2 @ 15 cm. C.L 0.30 0.15 4 ø # 3 est. # 2 @ 15 CM Z C- 3 ZAPATA CORRIDA VARRILLA # 3 @ 15 cm ENRACE DE TABICON DE CEMENTO VARRILLA # 3 @ 20 cm PLANTILLA DE CONCRETO SIMPLE F'C= 100 KG/CM2 1.20 NTN 0.95 0.05 0.15 0.30 CD 0.30 0.15 0.30 C4 1.50 0.30 C2 4 ø # 4 mas 1 ø #3 ^Jen el centro EST. # 2 @ 15 cm. 0.30 0.60 0.30 6 ø # 3 EST. # 2 @ 15 cm. C3 0.30 0.30 0.40 8 ø # 4 EST. # 3. @ 15 cm. \W8.84921; 1.- LA PLANTILLA A EMPLEAR SERA DE CONCRETO SIMPLE F'c= 100 KG/CM2 CON UN ESPESOR DE 3 CMS Y DEBERA DESPLANTARSE \W8.87302; SOBRE TERRENO FIRME PREVIAMENTE HUMEDECIDO. \W8.87302; 2.- LA CIMETACION SERA A BASE DE ZAPATA CORRIDA SEGUN ARMADO ESPECIFICADO, EN PLANTA Y SE EMPLEARA UN \W8.87302; CONCRETO F'c= 250 KG/CM2 CON T.M.A. DE 3/4", DEBERA COLARSE MONOLITICAMENTE. \W8.87302; 3.- EN CASTILLOS (K), CADENAS DE DESPLANTE (CD), Y CADENAS DE CERRAMIENTO (CC) SE EMPLEARA UN CONCRETO \W8.86508; F'c= 200 KG/CM2 CON UN AGREGADO DE 3/4" Y ACERO DE ALTA RESISTENCIA F'y= 4,200 KG/CM2. \W8.87302; 4.- LAS TRABES DE LIGA (TL), CONTRATRABES (CT), TRABES (T), ZAPATAS (ZC) Y LOSAS, SERAN DE UN CONCRETO F'c= 250 KG/CM2 \W8.87302; CON UN AGREGADO DE 3/4" Y ACERO DE ALTA RESISTENCIA F'y= 4,200 KG/CM2. \W8.87302; 5.- ESPESOR DE LA LOSA DE ENTREPISO= 10 CMS. Y LA LOSA DE AZOTEA= 10 CMS. CON VAR. DE 3/8" ARMADO DE LOSAS: AL \W8.87302; CENTRO DEL CLARO SERA EN LA CARA INFERIOR Y EN LOS APOYOS EN LA CARA SUPERIOR. LAS BALLONETAS DE LA LOSA SERAN \W8.88889; A CADA 12 CMS. \W8.86508; 6.- LOS RECUBRIMIENTOS MINIMOS PARA EL ACERO SERA DE 2.5 CMS. \W8.87302; 7.- LOS TRASLAPES O EMPALMES DE VARILLA SERAN DE 40 DIAMETROS COMO MINIMO. \W8.87302; 8.- LOS MUROS SERAN DE TABIQUE ROJO RECOCIDO DE 07x14x28 CM JUNTEADOS CON MORTERO CEMENTO ARENA PROPORCION 1:3. \W8.87302; 9.- CUALQUIER MODIFICACION AL PROYECTO, SIN CONSULTAR AL PERITO SERA RESPOSABILIDAD DEL PROPIETARIO. LOCALIZACIÓN PROYECTO: AGENCIA DE AUTOS BMW ACOTACIONES: METROS UBICACION: OCOTLAN DE MORELOS , OAXACA ESCALA: ESCALA GRAFICA AGENCIA DE AUTOS 0.00 1.00 0.50 1.50 PLANO: PLANTA ESTRUCTURAL PLANO: 6 8 UNIVERSIDAD AUTONOMA BENITO JUAREZ DE OAXACA ARQ. JUAN ALFREDO BAUTISTA LEON 1:100 FACULTAD DE ARQUITECTURA C.U DISEÑO ARQUITECTONICO ESTRUCTURAL ARNAUDL GARCIA REYES 5to SEMESTRE GRUPO "B" JUNIO 2014 NORTE BMW Cuerda Superior MATERIALES PARA REALIZAR ESTRUCTURA RIDIMENSIONAL DE MODULOS DE 1 X 1m. Cuerda Diagonal Vastago cuadrado Tornillo y tuerca Copletor a base de perfil de sección circular a base de perfil de sección canal 0.95 Brazo en cruz con cuatro puntos de apoyo Vastago cuadrado Cuerda inferior Brazo en X como elemento de apoyo Unión entre Vastago y Brazo con soldadura Diagonal Cuerda Superior D -1 ALZADO DETALLE DE LA TRIDILOSA Cuerda inferior Tuercas y tornillos Tuercas y tornillos Unión de cuerdas, diagonales y copletores abase de tuercas y tornillos Diagonal Copletor Cuerda Superior Diagonal Copletor PLANTA PARTIDO ARQUITECTONICO DIAGRAMA DE FUNCIONAMIENTO PLANTA DE CIMENTACION LOCALIZACIÓN PROYECTO: AGENCIA DE AUTOS BMW ACOTACIONES: METROS UBICACION: OCOTLAN DE MORELOS , OAXACA ESCALA: ESCALA GRAFICA AGENCIA DE AUTOS 0.00 1.00 0.50 1.50 PLANO: DETALLES ESTRUCTURALES PLANO: 7 8 UNIVERSIDAD AUTONOMA BENITO JUAREZ DE OAXACA ARQ. JUAN ALFREDO BAUTISTA LEON 1:100 FACULTAD DE ARQUITECTURA C.U DISEÑO ARQUITECTONICO ESTRUCTURAL ARNAUDL GARCIA REYES 5to SEMESTRE GRUPO "B" JUNIO 2014 NORTE BMW 0.30 0.15 K 6 ø # 3 EST. # 2 @ 15 cm. C.D 0.30 0.15 4 ø # 3 est. # 2 @ 15 CM DETALLES ESTRUCTURALES DE CIMENTACION 0.30 C 4 ø # 4 mas 2 ø #3 ^Jen el centro EST. # 2 @ 15 cm. 0.30 C.L 0.30 0.15 4 ø # 3 est. # 2 @ 15 CM C2 0.30 0.40 6 ø # 4 EST. # 3. @ 15 cm. C C C C C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 PLANTA ESTRUCTURAL DE ENTREPISO C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.T C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L 6 ø # 4 EST. # 3. @ 15 cm. C3 CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT CT C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L C.L 0.40 0.40 C3 CT CT CT CT CT CT CT CT CT CT Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C- 1 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C- 1 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C -2 Z C- 1 Z C- 1 Z C- 1 CT C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D C.D Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -3 Z C -4 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 K K K K K K K K K K K K K Z C -3 K K K Z C -5 Z C -5 Z C -5 \W9.52381; 1.- LA PLANTILLA A EMPLEAR SERA DE CONCRETO SIMPLE F'c= 100 KG/CM2 CON UN ESPESOR DE 3 CMS Y DEBERA DESPLANTARSE \W9.54762; SOBRE TERRENO FIRME PREVIAMENTE HUMEDECIDO. \W9.54762; 2.- LA CIMETACION SERA A BASE DE ZAPATAS CORRIDAS Y ZAPATAS AISLADAS SEGUN EL ARMADO ESPECIFICADO, EN PLANTA Y SE EMPLEARA UN \W9.54762; CONCRETO F'c= 250 KG/CM2 CON T.M.A. DE 3/4", DEBERA COLARSE MONOLITICAMENTE. \W9.54762; 3.- EN CASTILLOS (K), CADENAS DE DESPLANTE (CD), Y CADENAS DE CERRAMIENTO (CC) SE EMPLEARA UN CONCRETO \W9.53968; F'c= 200 KG/CM2 CON UN AGREGADO DE 3/4" Y ACERO DE ALTA RESISTENCIA F'y= 4,200 KG/CM2. \W9.54762; 4.- LAS TRABES DE LIGA (TL), CONTRATRABES (CT), TRABES (T), ZAPATAS (ZC) Y LOSAS, SERAN DE UN CONCRETO F'c= 250 KG/CM2 \W9.54762; CON UN AGREGADO DE 3/4" Y ACERO DE ALTA RESISTENCIA F'y= 4,200 KG/CM2. \W9.54762; 5.- ESPESOR DE LA LOSA DE ENTREPISO= 10 CMS. Y LA LOSA DE AZOTEA= 10 CMS. CON VAR. DE 3/8" ARMADO DE LOSAS: AL \W9.54762; CENTRO DEL CLARO SERA EN LA CARA INFERIOR Y EN LOS APOYOS EN LA CARA SUPERIOR. LAS BALLONETAS DE LA LOSA SERAN \W9.56349; A CADA 12 CMS. \W9.53968; 6.- LOS RECUBRIMIENTOS MINIMOS PARA EL ACERO SERA DE 2.5 CMS. \W9.54762; 7.- LOS TRASLAPES O EMPALMES DE VARILLA SERAN DE 40 DIAMETROS COMO MINIMO. \W9.54762; 8.- LOS MUROS SERAN DE TABIQUE ROJO RECOCIDO DE 07x14x28 CM JUNTEADOS CON MORTERO CEMENTO ARENA PROPORCION 1:3. \W9.54762; 9.- CUALQUIER MODIFICACION AL PROYECTO, SIN CONSULTAR AL PERITO SERA RESPOSABILIDAD DEL PROPIETARIO. DE CIMENTACION C C C C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C3 CT CT CT CT CT CT CT CT CT CT C.C C.D C.D C.D C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 C3 K K K K K K K K K K K K K K K K C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 C2 CT K 1 T T T T C.C C.C C.C C.C DETALLES ESTRUCTURALES DE ENTREPISO 0.30 0.15 K 6 ø # 3 EST. # 2 @ 15 cm. 0.30 C 4 ø # 4 mas 2 ø #3 ^Jen el centro EST. # 2 @ 15 cm. 0.30 C2 0.30 0.40 6 ø # 4 EST. # 3. @ 15 cm. 6 ø # 4 EST. # 3. @ 15 cm. C3 0.40 0.40 C.C 0.30 0.15 4 ø # 3 est. # 2 @ 15 CM CORDON SUPERIOR 1.25 DOMO 0.60 7.90 ENTRAMADO INFERIOR CUADRADO DE ACERO (SEGUN MIEMBRO) CORDON INFERIOR CORDON INFERIOR CORDON INFERIOR 0.60 DETALLES TRIDILOSA PLACA DE ACERO DE 4" X 4" X 1/4" 5 TIPO 1 ( 4 BARRAS ) DETALLE DE FIJACION A COLUMNA DE CONCRETO DT-1 TUERCA 1" 1 PIJA @ 20 cm. 1.25 0.10 ANCLAJE A COLUMNA DE CONCRETO 1" ESP. PLACA DE ACERO DE 1/2" ESPESOR CORDON INFERIOR COLUMNA C-3 NODO JUNTA DE NEOPRENO 0.04 1.25 1 PIJA @ 20 cm. DOMO CORDON SUPERIOR BARRAS DIAGONALES DOMO DT-2 TUERCA 1" 1 PIJA @ 20 cm. 1.25 CORDON INFERIOR 1 PIJA @ 20 cm. 1.25 DOMO 0.04 JUNTA DE NEOPRENO BARRAS DIAGONALES DOMO CORDON SUPERIOR COLUMNA C-3 NODO ANCLAJE A COLUMNA DE CONCRETO 1" ESP. PLACA DE ACERO DE 1/2" ESPESOR 0.10 7.00 7.00 CUADRADO DE ACERO (SEGUN MIEMBRO) TIPO 3 ( 1 BARRA ) ANGULO DE ACERO (SEGUN EL MIEMBRO) ISOMETRICO 5 5 5.00 5.00 7.00 ANGULO DE ACERO (SEGUN EL MIEMBRO) TIPO 2 ( 2 BARRAS ) PLACA DE ACERO DE 4" X 4" X 1/4" PLACA DE ACERO DE 2" X 2" X 1/4" ANGULO DE ACERO ENTRAMADO ESPACIAL 0.60 B A A A C C A C C C B B A A NODO 0.60 0.40 0.70 B C C B CORTE DE DETALLE 0.60 A A 0.60 NODO 0.70 0.70 PLACA DE ACERO DE 4" X 4" X 1/4" C B B C B B 0.60 0.70 0.70 A 1 PIJA @ 20 cm. 1.25 1 PIJA @ 20 cm. 1.25 0.10 BARRAS DIAGONALES CORDON SUPERIOR 0.04 DOMO JUNTA DE NEOPRENO 1.25 1 PIJA @ 20 cm. 1.25 0.04 DOMO JUNTA DE NEOPRENO 1 PIJA @ 20 cm. BARRAS DIAGONALES CORDON SUPERIOR 0.04 DOMO JUNTA DE NEOPRENO 1.25 DOMO 1 PIJA @ 20 cm. 0.04 DOMO JUNTA DE NEOPRENO 1 PIJA @ 20 cm. BARRAS DIAGONALES 0.04 JUNTA DE NEOPRENO ENTRAMADO SUPERIOR CUADRADO DE ACERO (SEGUN MIEMBRO) CUADRADO DE ACERO PARA BARRA (SEGUN MIEMBRO) NODO 0.40 1 PIJA @ 20 cm. 0.10 3 5 6 9 10 12 13 15 17 21 25 A 5 B C D E F G H I J K L M N Ñ O P 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 31 33 35 38 40 42 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.40 5 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 4 8 11 14 16 18 19 20 22 24 26 27 28 29 30 32 34 36 37 39 41 42 A P 5 5 5 5 5 5 5 5 B' C' E' I' M' Ñ' 1 1 D G J M A 3 4 5 P 12 13 14 17 22 16' 17 18' 19 19' 20' 21' 22 5 5 5 5 N Ñ O 1 5 5 5 5 5 5 1' 1'' 4' 6' 8' 9' 10' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A P B' C' E' I' M' Ñ' 12'' 12' 14 5 5 5 5 5 5 5 5 5 11 18 19 20 21 22 5 5 5 5 5 5 5 5 5 TUBO Y NUDO CASCO NUDOS INFERIORES APOYO CORTE EN PLANTA NUDOS SUPERIORES DESPIEZE DE TRIDILOSA Y POLICARBONATO ALZADO EN FACHADA PRINCIPAL 8.40 0.60 2.10 COLUMNA DE ACERO PLACAS DE APOYO PARA POLICARBONATO CT CT CT C.L C.L C.L 5 5 C2 C2 C2 CT T C2 C.T C.T C.T C.T C.T C.T C.T C.T C.T C.T C.T C.T 11 5 C.L C.L C.L C.L C.L C.L C.L C2 C2 C2 C2 C2 C2 C2 C2 5 5 7 5 5 19 23 5 5 27 28 29 CT CT CT CT T T 5 5 0.05 0.15 0.20 NERVADURA de 0.10x0.20cm CONCRETO FC=200 Kg/cm2 CASETON 0.60x0.60x0.20 cm Detalle de Losa Reticular MALLA DE 6x6 0.10 0.60 charola T-1 T-2 1/4 de L Detalle de Charola Vs 3/8 @ 20 Bast. 1/4 de L VARIABLE Vs 3/8 @ 20 cm Losa 5 5 0.20 0.30 Est de 1/4 @ 20 cm 6 Vs de 1/2 5 Vs de 1/2" Est de 1/4 @ 20 cm 0.30 0.20 T-2 T-1 Est de 1/4 @ 20 cm 4 Vs de 3/8" 0.15 N-1 Est de 1/4 @ 20 cm 3 Vs de 3/8" N-2 0.15 0.10 0.10 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-1 N-2 N-2 N-2 N-2 N-2 N-2 N-2 N-2 PLANTA LOSA RETICULAR CASETON 60X60X15cm A LOS ELEMENTOS DE ACERO SE DEBERA INDICAR SU DESARROLLO. EN EL FORMATO DE GENERADOR DE OBRA ANEXO. TODOS LOS DATOS ANTERIORES DEBERAN ASENTARSE 3. ACERO DE REFUERZO EXPRESADO EN TONS. 2. VOLUMEN DE; CEMENTO, GRABA, ARENA Y AGUA EN LATAS CONCRETO F'C= 200 Kg/cm2 REVENIMIENTO = 8-10 AGREGADO MAXIMO = 3/4" 1. VOLUMEN DE CONCRETO DE 200 Kg/cm2 EN m3 2a EVALUACIÓN DETERMINAR LOS SIGUENTES VOLUMENES DE OBRA: ORGANIZACION DE OBRAS I y II 4. CIMBRA EN m2 y No. de polines \A1;0.20 \A1;0.10 \A1;0.10 5. MALLA 6X6 EN m2 CT CT CT CT T CT CT CT T T T T T T T T T T T T T T T T T T T T T T CT CT CT CT CT CT CT CT CT C.C T T T C.C C.C C.C C.C C.C C.C C.C C.C C.C C C C C C C C C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C T T T T T T T T T T T T C.C C.C C.C C.C C.C C.C C.C C.C C C C C2 C2 C2 C2 C2 C2 C2 C.D C2 K T T T T T T T T T C C C C C C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C C.C 5 5 1 2 3 5 5 5 5 5 5 5 5 5 1 4 5 6 7 8 9 5 5 5 5 5 5 5 5 3 4 5 6 7 8 9 ESC. 1:150 ESC. 1:150 PLANTA ESTRUCTURAL DE AZOTEA ESC. 1:150 A C D E F G 5 5 5 5 5 5 B E G 5 5 5 5 A LOCALIZACIÓN PROYECTO: AGENCIA DE AUTOS BMW ACOTACIONES: METROS UBICACION: OCOTLAN DE MORELOS , OAXACA ESCALA: ESCALA GRAFICA AGENCIA DE AUTOS 0.00 1.00 0.50 1.50 PLANO: PLANTA ESTRUCTURAL DE PLANO: 8 8 UNIVERSIDAD AUTONOMA BENITO JUAREZ DE OAXACA ARQ. JUAN ALFREDO BAUTISTA LEON 1:100 FACULTAD DE ARQUITECTURA C.U DISEÑO ARQUITECTONICO ESTRUCTURAL ARNAUDL GARCIA REYES 5to SEMESTRE GRUPO "B" JUNIO 2014 NORTE BMW DE AZOTEA PLANTA ESTRUCTURAL DE AZOTEA ESC. 1:75 0.30 C 4 ø # 4 mas 2 ø #3 ^Jen el centro EST. # 2 @ 15 cm. 0.30 0.30 0.15 K 6 ø # 3 EST. # 2 @ 15 cm. DETALLES ESTRUCTURALES DE AZOTEA AZOTEA

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Parking, Garden / Park
Tags	agency, autocad, base, cars, DETAIL, DWG, execution, footing, footings, FOUNDATION, foundations, fundament, isolated, laying of foundations, shown, slab lightened, structure

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