Structural Drawings DWG Plan for AutoCAD

Structural plans, including structuring plant, plant materials, construction details, structural breaks.

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

access, classroom, fixed saddle base chair, cl axis, cps, ipr, see detail, ipr, ipr, ipr, ipr, ipr, ipr, ipr, ipr, motherboard, detail, cut, pl aca, ipr, aps., pl aca, ipr, aps., mesh isometry, detail, motherboard, cut, elevation, mesh isometry, motherboard, motherboard, motherboard, motherboard, motherboard, motherboard, details of loader beam profiles, connection details, Roof slab connection details, cut, detail, project:, content:, of architecture, autonomy again, david martinez, classroom building executive, structural, alere flammam, true, navarro garza anguiano, struct vi, detail, cut, without scale cues to mm, Roof slab connection details, cut, detail, cut, uanl, faculty of architecture, Ing. david ramirez, gerardo anguiano, crew, north, structural systems vi, alere flammam, true, university professor, specifications, university city of May, structuring plane, gabriela carriaga for centuries, garza barbosa, paulina navarro ortiz, structuring plane, uanl, faculty of architecture, Ing. david ramirez, gerardo anguiano, crew, north, structural systems vi, alere flammam, true, university professor, specifications, university city of May, structuring plane, gabriela carriaga for centuries, garza barbosa, paulina navarro ortiz, structuring plane, stack of stairs, slab of mezzanine, esc, classroom, prefecture, direction, living room, circulation, ground floor, esc, copy center, teacher’s room, go up, go up, go up, classroom, go up, classroom, go up, classroom, detail, inner structural cut, detail, detail, ground floor, tall plant, tall plant, ground floor, scale, dimensions to mm., kg total weight, kg total weight, kg total weight, kg total weight, kg total weight, details of loader beam profiles, details of mooring beams profiles, roof slab, esc, of columns, uanl, faculty of architecture, Ing. david ramirez, gerardo anguiano, crew, north, structural systems vi, alere flammam, true, university professor, specifications, column plane, gabriela carriaga for centuries, garza barbosa, paulina navarro ortiz, column plane, detail, detail, detail, detail, reception, circulation, tall plant, esc, go up, go up, go up, go up, go up, uanl, faculty of architecture, Ing. david ramirez, gerardo anguiano, crew, north, structural systems vi, alere flammam, true, university professor, specifications, column plane, gabriela carriaga for centuries, garza barbosa, paulina navarro ortiz, column plane, reception, detail, detail, detail, detail, lobby, auditorium, classroom, beam joist, pzas, detail, weight, weight t., inner structural cut, scale, dimensions to mm., detail, column, profile, section, long, pzas, weight t., properties, weight, area, nut, diameter, measures, detail, pzas, anchors, diameter, measures, detail, bending, pzas, tables of measurements quantifications, table of columns, mensula, measures, pieces, detail, table of menulas, inches, pieces, detail, table of motherboards, nuts table, screw table, nut, diameter, measures, detail, pzas, Anchor table, n. s.vj, n.s.v., All measures are given except where another unit is indicated. the levels are given in mm. the quotas govern the drawing. cuts details without scale, circulation, all of me

Raw text data extracted from CAD file:

V - 1 C C´ \A1;.27 \A1;.47 \A1;1.03 \A1;.15 \A1;5.65 \A1;.12 \A1;1.10 \A1;.72 \A1;4.33 -249.7648908707923 -249.7648908707923 -249.7648908707923 -249.7648908707923 -249.7648908707923 -249.7648908707923 -249.7648908707923 -249.7648908707923 -249.7648908707923 ACCESO AULA 1 SILLA FIJA DE VISITA, BASE DE TRINEO 74505 409 300 467 410 102,5 102,5 102,5 102,5 2 1 D C B A eje CL eje CL -1225.513586114959 -1225.513586114959 -1225.513586114959 CPS 4" (8.04) CPS 4" (8.04) CPS 4" (8.04) CPS 4" (8.04) CPS 4" (8.04) CPS 4" (8.04) CPS 4" (8.04) CPS 4" (8.04) CPS 4" (8.04) IPR 6"x4"(13.40) IPR 6"x4"(13.40) IPR 6"x4"(13.40) IPR 6"x4"(13.40) IPR 6"x4"(13.40) IPR 6"x4"(13.40) IPR 8"x4"(19.40) IPR 8"x4"(19.40) IPR 6"x4"(13.40) IPR 6"x4"(13.40) -1225.513586114959 -1225.513586114959 -1225.513586114959 -1225.513586114959 -1225.513586114959 VER DETALLE .No.3 VER DETALLE .No.4 IPR 8"x5" IPR 8"x5" IPR 8"x5" IPR 8"x5" IPR 8"x5" IPR 8"x5" IPR 8"x5" IPR 8"x5" 93,02 21,95 71,08 14,83 15,89 35,72 15,89 67,5 7,5 26,25 26,25 7,5 67,5 SIN/ESCALA PLACA BASE -859.1416206196918 -859.1416206196918 -859.1416206196918 -859.1416206196918 -859.1416206196918 -859.1416206196918 -859.1416206196918 -859.1416206196918 -859.1416206196918 -859.1416206196918 -859.1416206196918 -859.1416206196918 -859.1416206196918 18,45 38,1 18,45 75 63,5 29,75 29,75 38,1 63,5 DETALLE 2-2 SIN/ESCALA B B A A SIN/ESCALA CORTE A-A -584.4444725185149 -584.4444725185149 -584.4444725185149 -584.4444725185149 -584.4444725185149 -584.4444725185149 -584.4444725185149 -584.4444725185149 -584.4444725185149 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 IPR-12"X4" w= 32.8kg/ml 1.3 1.3 6"x4" IPR(13.40) 5 A A B B -274.3673127697148 5 \A1;CARTABON PL ACA .\S3#8;" -274.3673127697148 5 5 6"x4" IPR(13.40) 1 A IPR 8"x5" APS. 3"x¼" 1.3 1.3 6"x4" IPR(13.40) 5 A A B B -274.3673127697148 5 \A1;CARTABON PL ACA .\S3#8;" -274.3673127697148 5 5 6"x4" IPR(13.40) 1 A IPR 8"x5" APS. 3"x¼" \A1;2.20 -139.0867184986659 VJ-1 C1-PB IPR-12" X4" W= 32.8 kg/ml A B C D A B C D SIN/ESCALA ISOMETRIA MENSULA t c b a DETALLE 2-2 SIN/ESCALA SIN/ESCALA B B A A PLACA BASE SIN/ESCALA CORTE A-A SIN/ESCALA ELEVACION M1 M2 M3 M4 SIN/ESCALA ISOMETRIA MENSULA t c b a N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;5.2326 \A1;3.7969 \A1;3.7969 \A1;0.3907 \A1;0.0000 \A1;1.4766 \A1;1.5077 \A1;0.2373 \A1;1.4766 \A1;1.5077 \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;5.2326 \A1;3.7969 \A1;3.7969 \A1;0.3907 \A1;0.0000 \A1;0.2373 \A1;1.4766 \A1;1.5077 \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;5.2326 \A1;3.7969 \A1;3.7969 \A1;0.3907 \A1;0.0000 SIN/ESCALA PLACA BASE \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 SIN/ESCALA PLACA BASE \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 SIN/ESCALA PLACA BASE \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 -86.28976902315401 \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;5.2326 \A1;3.7969 \A1;3.7969 \A1;0.3907 \A1;0.0000 \A1;1.4766 \A1;1.5077 \A1;0.2373 \A1;1.4766 \A1;1.5077 \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;5.2326 \A1;3.7969 \A1;3.7969 \A1;0.3907 \A1;0.0000 \A1;0.2373 \A1;1.4766 \A1;1.5077 \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;5.2326 \A1;3.7969 \A1;3.7969 \A1;0.3907 \A1;0.0000 SIN/ESCALA PLACA BASE \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 SIN/ESCALA PLACA BASE \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 SIN/ESCALA PLACA BASE \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 -85.89275582154167 DETALLES DE PERFILES DE VIGAS CARGADORAS \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 -93.02924548703174 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 -93.02924548703174 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 C1-PB t c b a C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB C9-PB C10-PB C11-PB C12-PB \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 VA-6 b= 146.0 tf= 12.9 tw= \fArial|b0|i0|c0|p34;7.6 d=\fArial|b0|i0|c0|p34;254.0 b= 406.4 tf= 22.2 tw= 9.5 304.8 266.77 406.4 d= 838.34 838.34 266.77 DETALLES DE CONEXION d=762 b= 406.4 tf= 12.7 tw= 9.5 d=762 b= 406.4 tf= 12.7 tw= 9.5 N.P.T.±0.00 DETALLES DE CONEXION DE LOSA DE AZOTEA (PLANTA) M-2 16" x 16" t= 1/2" \A1;CLIP 1 \S3#8;\H1.4286x;"x6"X12" 11.1 9.5 mm 146.0 MA-2 16" x 16" t= 1/2" M-2 16" x 16" t= 1/2" 406.4 204.0 202.0 SIN/ESCALA CORTE A-A M-2 16" x 16" t= 1/2" \A1;CLIP 1 \S3#8;\H1.4286x;"x6"X12" 9.5 mm 9.5 mm M-2 16" x 16" t= 1/2" A A DETALLE 1-1 SIN/ESCALA 1 B 1 Proyecto: Contenido: \W1.2;FACULTAD DE ARQUITECTURA \T0.95;\W1.4;UNIVERSIDAD AUTONOMA DE NUEVO LEÓN\Ftxt.shx|c0; \W1.2;\T0.95;ING. DAVID MARTINEZ \W1.2;PROYECTO EJECUTIVO DE EDIFICIO DE AULAS \T0.9;Maestro: \Q-22;\W3.2;\T0.75;2 \T0.9;Escala: \T0.9;PLANO: \T0.9;PLANO ESTRUCTURAL T E I T C A R U Q R A A D E D T L U C L N U A A F U E E V N O N V O L ALERE FLAMMAM VERITATIS N V N I V E R S I D A D A T V O O M A D \T0.9;Alumno: \W1.2;\T0.95;CARRIAGA, NAVARRO ORTIZ, GARZA BARBOSA, ANGUIANO \T0.9;SIST. ESTRUCT. VI \T0.9;18 / FEBRERO/ 2010 \W1.2;HOJA 2 DE 2 1:100 3 1.5 1 0 b= 146.0 tf= 12.9 tw= \fArial|b0|i0|c0|p34;7.6 d=\fArial|b0|i0|c0|p34;254.0 b= 304.8 tf= 9.5 tw= 7.9 304.8 266.77 406.4 d= 762.0 762.0 266.77 DETALLE 3-3 SIN/ESCALA 146.0 MA-2 16" x 16" t= 1/2" M-2 16" x 16" t= 1/2" M-2 16" x 16" t= 1/2" 406.4 204.0 202.0 SIN/ESCALA CORTE A-A d=762 M-2 16" x 16" t= 1/2" \A1;CLIP 1 \S3#8;\H1.4286x;"x6"X12" M-2 16" x 16" t= 1/2" \A1;CLIP 1 \S3#8;\H1.4286x;"x6"X12" 11.1 9.5 mm 9.5 mm M-2 16" x 16" t= 1/2" d=762 A A 2 b= 146.0 tf= 12.9 tw= \fArial|b0|i0|c0|p34;7.6 d=\fArial|b0|i0|c0|p34;254.0 b= 406.4 tf= 22.2 tw= 9.5 304.8 266.77 406.4 d= 838.34 838.34 266.77 SIN ESCALA COTAS AL MM SIN ESCALA COTAS AL MM 101.6 M-2 16" x 16" t= 1/2" M-2 16" x 16" t= 1/2" A A A 3 VA-1 IPR-12"X4" w= 32.8kg/ml IPR-30"X12" w= 92.10kg/ml VC-2 C1-PA IPR-12" X4" W= 32.8 kg/ml VA-1 IPR-12"X4" w= 32.8kg/ml IPR-30"X12" w= 92.10kg/ml VC-2 DETALLES DE CONEXION DE LOSA DE AZOTEA (CORTES) C1-PA IPR-12" X4" W= 32.8 kg/ml SIN/ESCALA CORTE A-A d=762 b= 406.4 tf= 12.7 tw= 9.5 VA-1 VA\fArial|b0|i0|c186|p34;-2 VC\fArial|b0|i0|c186|p34;-4 IPR-12"X4" w= 32.8kg/ml \A1;IPR-12"X 6 \S1/2; " w= 52.1kg/ml IPR-30" X 16" w= 196.4 kg/ml C2-PA IPR-12" X4" W= 32.8 kg/ml DETALLE 2-2 SIN/ESCALA C2-PA IPR-12" X4" W= 32.8 kg/ml VC-3 VC\fArial|b0|i0|c186|p34;-4 VA\fArial|b0|i0|c186|p34;-5 VA\fArial|b0|i0|c186|p34;-4 \A1;IPR-12" X 6 \S1/2; " w= 38.7 kg/ml \A1;IPR-12" X 6 \S1/2; " w= 52.1kg/ml IPR-30" X 16" w= 196.4 kg/ml IPR-30" X 16" w= 143.0kg/ml C6-PA IPR-12" X4" W= 32.8 kg/ml VC-3 VC\fArial|b0|i0|c186|p34;-4 VA\fArial|b0|i0|c186|p34;-5 \A1;IPR-12" X 6 \S1/2; " w= 52.1kg/ml IPR-30" X 16" w= 196.4 kg/ml IPR-30" X 16" w= 143.0kg/ml C6-PA IPR-12" X4" W= 32.8 kg/ml VC\fArial|b0|i0|c186|p34;-4 IPR-30" X 16" w= 196.4 kg/ml VA\fArial|b0|i0|c186|p34;-2 \A1;IPR-12"X 6 \S1/2; " w= 52.1kg/ml d=762 b= 406.4 tf= 12.7 tw= 9.5 CORTE A - A B 2 3 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 b= 304.8 tf= 9.5 tw= 7.9 304.8 266.77 406.4 d= 762.0 762.0 266.77 N.P.T.±0.00 N.P.T.±0.00 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;14.75 \A1;12.65 \A1;1.11 \A1;6.75 \A1;8.50 \A1;7.75 \A1;6.75 \A1;23.00 \A1;14.75 \A1;12.64 \A1;12.65 \A1;27.40 \A1;12.65 \A1;14.75 \A1;12.65 \A1;27.40 \A1;6.75 \A1;8.50 \A1;7.75 \A1;23.00 \A1;1.50 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;1.40 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;1.90 \A1;2.20 \A1;4.40 \A1;1.80 \A1;2.20 \A1;1.40 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;0.30 \A1;4.20 \A1;0.30 \A1;4.35 \A1;9.15 \A1;6.54 \A1;8.24 \A1;7.49 \A1;6.54 \A1;8.24 \A1;7.49 \A1;0.32 \A1;4.19 \A1;0.31 \A1;4.24 \A1;9.75 \A1;4.66 \A1;0.40 \A1;0.50 \A1;9.00 \A1;8.50 \A1;14.75 \A1;12.65 \A1;8.50 \A1;0.5524 \A1;5.0983 \A1;0.5524 \A1;5.0983 \A1;0.5524 \A1;5.0983 \A1;0.5524 \A1;5.0983 \A1;8.50 \A1;14.75 \A1;12.65 \A1;8.50 \A1;0.5524 \A1;5.0983 \A1;0.5524 \A1;5.0983 \A1;0.5524 \A1;5.0983 \A1;0.5524 \A1;5.0983 \A1;6.75 \A1;8.50 \A1;7.75 \A1;6.75 \A1;23.00 \A1;12.64 \A1;27.40 \A1;1.50 \A1;6.75 \A1;8.50 \A1;7.75 \A1;23.00 \A1;12.65 \A1;14.75 \A1;12.65 \A1;27.40 \A1;4.50 \A1;4.50 \A1;4.35 \A1;9.05 \A1;11.47 \A1;12.04 \A1;14.14 \A1;9.85 \A1;0.2010 \A1;6.75 \A1;7.75 \A1;6.75 \A1;23.00 \A1;12.64 \A1;27.40 \A1;6.75 \A1;7.75 \A1;23.00 \A1;12.65 \A1;14.75 \A1;12.65 \A1;27.40 \A1;8.0851 \A1;2.4344 \A1;8.0851 \A1;2.4344 \A1;8.0851 \A1;2.4344 \A1;8.0851 \A1;2.4344 \A1;6.75 \A1;7.75 \A1;6.75 \A1;23.00 \A1;12.64 \A1;27.40 \A1;6.75 \A1;7.75 \A1;23.00 \A1;12.65 \A1;14.75 \A1;12.65 \A1;27.40 \A1;8.0851 \A1;2.4344 \A1;8.0851 \A1;2.4344 \A1;8.0851 \A1;2.4344 \A1;8.0851 \A1;2.4344 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) ACL-1 ACL-1 VC-1 \A1;0.2010 4.50 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;14.75 \A1;12.65 \A1;1.11 \A1;1.50 \A1;6.75 \A1;8.50 \A1;7.75 \A1;6.75 \A1;23.00 \A1;14.75 \A1;12.64 \A1;12.65 \A1;27.40 \A1;12.65 \A1;14.75 \A1;12.65 \A1;27.40 \A1;6.75 \A1;8.50 \A1;7.75 \A1;23.00 \A1;1.50 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;1.40 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;1.90 \A1;2.20 \A1;4.40 \A1;1.80 \A1;2.20 \A1;1.40 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;2.20 \A1;6 \A1;< 3.8cm \A1;@ 3 VALLES= 45cm \A1;@ 3 VALLES= 45cm \A1;3" \A1;6 \A1;variable \A1;6 \A1;< 3.8cm \A1;@ 3 VALLES= 45cm \A1;@ 3 VALLES= 45cm \A1;3" \A1;6.75 \A1;8.50 \A1;7.75 \A1;23.00 \A1;12.64 \A1;27.40 \A1;6.75 \A1;8.50 \A1;7.75 \A1;23.00 \A1;12.65 \A1;14.75 \A1;12.65 \A1;27.40 \A1;6.75 \A1;0.30 \A1;4.20 \A1;0.30 \A1;4.35 \A1;9.15 \A1;6.54 \A1;8.24 \A1;7.49 \A1;9.00 \A1;6.54 \A1;8.24 \A1;7.49 \A1;0.32 \A1;4.19 \A1;0.31 \A1;4.24 \A1;9.75 \A1;4.66 \A1;0.40 \A1;0.50 \A1;4.50 \A1;4.50 \A1;9.85 \A1;4.35 \A1;9.05 \A1;11.47 \A1;12.04 \A1;14.14 \W1.2;HOJA 2 DE 2 \T0.9;Escala: 1:100 3 1.5 1 0 UANL Facultad de Arquitectura Ing. David Ramirez Gerardo Anguiano Equipo 10. NORTE SISTEMAS ESTRUCTURALES VI T E I T C A R U Q R A A D E D T L U C L N U A A F U E E V N O N V O L ALERE FLAMMAM VERITATIS N V N I V E R S I D A D A T V O O M A D Catedrático. ESPECIFICACIONES Ciudad Universitaria 20 de Mayo del 2010 PLANO DE ESTRUCTURACION \H0.8339x;Diana Gabriela Carriaga Mendez \H0.8339x;Cristy Garza Barbosa \H0.8339x;Melanie Paulina Navarro Ortiz PLANO DE ESTRUCTURACION \W1.2;HOJA 2 DE 2 UANL Facultad de Arquitectura Ing. David Ramirez Gerardo Anguiano Equipo 10. NORTE SISTEMAS ESTRUCTURALES VI T E I T C A R U Q R A A D E D T L U C L N U A A F U E E V N O N V O L ALERE FLAMMAM VERITATIS N V N I V E R S I D A D A T V O O M A D Catedrático. ESPECIFICACIONES Ciudad Universitaria 20 de Mayo del 2010 PLANO DE ESTRUCTURACION \H0.8339x;Diana Gabriela Carriaga Mendez \H0.8339x;Cristy Garza Barbosa \H0.8339x;Melanie Paulina Navarro Ortiz PLANO DE ESTRUCTURACION 1 2 3 A 1 2 3 \A1;2.20 \A1;2.20 \A1;2.20 5 5 \A1;1.40 5 5 5 5 5 \A1;2.20 ATR-1 ATR-1 ATR-1 VA-1 VA\fArial|b0|i0|c186|p34;-2 VA\fArial|b0|i0|c186|p34;-3 VC-3 VC\fArial|b0|i0|c186|p34;-4 VC-5 VC\fArial|b0|i0|c186|p34;-6 VC-7 VC\fArial|b0|i0|c186|p34;-8 VA\fArial|b0|i0|c186|p34;-5 VA\fArial|b0|i0|c186|p34;-4 VA\fArial|b0|i0|c186|p34;-6 VA\fArial|b0|i0|c186|p34;-7 VA\fArial|b0|i0|c186|p34;-9 VA\fArial|b0|i0|c186|p34;-8 IPR-12"X4" w= 32.8kg/ml \A1;IPR-12"X 6 \S1/2; " w= 52.1kg/ml \A1;IPR-12" X 6 \S1/2; " w= 38.7kg/ml \A1;IPR-12" X 6 \S1/2; " w= 38.7 kg/ml \A1;IPR-12" X 6 \S1/2; " w= 52.1kg/ml \A1;IPR-12" X 6 \S1/2; " w= 52.1kg/ml IPR-30" X 16" w= 196.4 kg/ml IPR-30" X 16" w= 196.4 kg/ml \A1;IPR-18" X11 \S3/4; " w= 52.1kg/ml VJ-1 VJ-1 VJ-1 VJ-1 VJ-1 VJ-1 VJ-1 VJ-1 VJ-1 VJ-1 VJ-1 VJ-2 VJ-2 VJ-2 VJ-2 VJ-2 VJ-2 VJ-2 VJ-2 VJ-3 VJ-3 VJ-3 VJ-3 VJ-3 VJ-3 VJ-3 VJ-3 VJ-3 VJ-3 VJ-3 VJ-2 VJ-2 VJ-2 IPR-30" X 16" w= 136.8 kg/ml \A1;IPR-18"X 8 \S3/4; " w= 104.3 kg/ml IPR-12"X4" w= 28.3 kg/ml \A1;IPR-12" X 6 \S1/2; " w= 38.7 kg/ml \A1;IPR-12" X 4" w= 32.8 kg/ml 5 5 5 5 \A1;15.25 \A1;23.00 5 5 5 5 \A1;27.40 5 5 1 2 3 1 2 3 VJ-1 VJ-1 VJ-1 VJ-1 VJ-1 VJ-1 VJ-1 VJ-1 VJ-1 VJ-1 VJ-1 CUBO DE ESCALERAS VJ-2 VJ-2 VJ-2 VJ-2 VJ-2 VJ-2 VJ-2 VJ-3 VJ-3 VJ-3 VJ-3 VJ-3 VJ-3 VJ-3 VJ-3 VJ-3 VJ-3 VJ-3 VE-1 VE-2 VC-3 ATR-1 ATR-1 5 VC-1 VC-2 VC\fArial|b0|i0|c186|p34;-4 VC-5 VC\fArial|b0|i0|c186|p34;-6 VC-7 VC\fArial|b0|i0|c186|p34;-8 VA-1 VA\fArial|b0|i0|c186|p34;-2 VA\fArial|b0|i0|c186|p34;-3 VA\fArial|b0|i0|c186|p34;-7 VA\fArial|b0|i0|c186|p34;-9 VA\fArial|b0|i0|c186|p34;-8 IPR-12"X4" w= 32.8kg/ml IPR-12"X61/2" w= 52.1kg/ml IPR-12"X61/2" w= 38.7kg/ml IPR-30"X16" w= 52.1kg/ml IPR-\fArial|b0|i0|c0|p34;30\fArial|b0|i0|c238|p34;"X\fArial|b0|i0|c0|p34;16\fArial|b0|i0|c238|p34;" w= \fArial|b0|i0|c0|p34;52.1\fArial|b0|i0|c238|p34;kg/ml IPR-30"X12" w= 52.1kg/ml IPR-30"X16" w= 143.0kg/ml IPR-30"X16" w= 52.1kg/ml IPR-30"X12" w= 52.1kg/ml \A1;IPR-18"X11 \S3/4; " w= 143kg/ml VJ-1 5 5 5 \A1;6.75 5 5 5 5 \A1;27.40 5 5 5 5 5 \A1;15.25 \A1;23.00 5 5 5 5 \A1;27.40 5 5 5 5 \A1;27.40 5 B C D A B C D A B C D A B C D \A1;15.25 \A1;23.00 5 5 5 \A1;6.75 5 \A1;15.25 \A1;23.00 IPR-30"X12" w= 92.10kg/ml IPR-30" X 16" w= 143.0kg/ml \A1;IPR-18"X11 \S3/4; " w= 143kg/ml VC-1 VC-2 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 VA\fArial|b0|i0|c186|p34;-5 VA\fArial|b0|i0|c186|p34;-4 VA\fArial|b0|i0|c186|p34;-6 \A1;IPR-12" X 6 \S1/2; " w= 38.7 kg/ml \A1;IPR-12" X 6 \S1/2; " w= 52.1kg/ml \A1;IPR-12" X 6 \S1/2; " w= 52.1kg/ml LOSA DE ENTREPISO ESC 1:100 IPR-12"X4" w= 28.3 kg/ml \A1;IPR-12" X 6 \S1/2; " w= 38.7 kg/ml \A1;IPR-12" X 4" w= 32.8 kg/ml IPR-30"X12" w= 92.10kg/ml AULA 4 PREFECTURA DIRECCION SALA DE ESTAR CIRCULACION PLANTA BAJA ESC 1:100 CENTRO DE COPIADO SALA DE MAESTROS 3 2 1 sube 3 2 1 sube 3 2 1 sube AULA 3 AULA 2 3 2 1 sube AULA 5 3 2 1 sube AULA 1 IPR-12"X\fArial|b0|i0|c0|p34;8\fArial|b0|i0|c238|p34;" w= \fArial|b0|i0|c0|p34;74.5\fArial|b0|i0|c238|p34;kg/ml \A1;IPR-18"X8 \S3/4;\H1.4286x; " w= 126.7kg/ml \A1;IPR-18"X11 \S3/4;\H1.4286x; " w= 143kg/ml IPC-30"X16" w= 196.4kg/ml \A1;IPR-18"X8 \S3/4;\H1.429x; " w= 143kg/ml 5 5 5 5 5 5 5 5 DETALLE 1-1 DETALLE 2-2 CORTE ESTRUCTURAL INTERIOR A-A \A1;IPR-18"X8 \S3/4;\H1.4286x; " w= 95.4kg/ml \A1;IPR-18"X11 \S3/4;\H1.429x; " w= 156.5kg/ml 5 5 5 5 5 A B C D DETALLE 3-3 C1-A C1-B C4-B C1-C C1-D C4-D C4-C \A1;IPR-12 X 8 w= 74.5 kg/ml C4-A N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 5 5 5 5 N.P.T.±0.00 N.P.T.±0.00 N.P.T.±0.00 \A1;IPR-18"X11 \S3/4;"" w= 170 kg/ml \A1;IPR-18"X8\S3/4;\H1.429x;" w= \H0.9997x;126.7kg/ml C4-PA IPR-\A1;18"X8\S3/4;\H1.429x;" \A0;\H0.9997x;w= \fArial|b0|i0|c0|p34;126.7\fArial|b0|i0|c238|p34;kg/ml \A1;C5-PB IPR-18"X11\S3/4;\H1.429x;" w= \fArial|b0|i0|c0|p34;170\fArial|b0|i0|c238|p34;kg/ml C4-PB IPC-42"X16" w= 192.9kg/ml IPC-42"X16" w= 192.9kg/ml IPC-33"X16" w= 162.6kg/ml \A1;C6-PB IPR-18"X11\S3/4;\H1.429x;" w= \fArial|b0|i0|c0|p34;170\fArial|b0|i0|c238|p34;kg/ml C6-PB IPC-33"X16" w= 162.6g/ml C5-PB IPC-33"X16" w= 162.6g/ml M-1 M-3 M-4 M-5 M-6 M-7 M-8 M-2 DETALLE 4-4 DETALLE 6-6 DETALLE 5-5 3 2 1 N.P.T.±0.00 5 5 \A1;300.00 5 PLANTA BAJA PLANTA ALTA \A1;4347.60 \A1;4652.40 \A1;4752.40 \A1;9152.40 \A1;8847.60 \A1;9252.40 \A1;4347.60 PLANTA ALTA PLANTA BAJA 5 5 \A1;4350.00 N.P.T.±0.00 \A1;4852.00 N.P.T.±0.00 N.P.T.±0.00 \A1;4350.00 \A1;4750.00 N.P.T.±0.00 N.P.T.±0.00 \A1;9152.40 \A1;8952.40 \A1;9252.40 5 \A1;500.00 5 ESCALA 1:75 COTAS AL MM. 5 5 5 5 \W0.82292; VJ-1PA 20- PJ- 6 \W6.57842; 21.20 kg/ml \W1.11560; PESO TOTAL = 180.00 kg \W4.19963; VJ- 2- PA 30PJ5 \W7.00690; 17.4 kg/ml \W1.11560; PESO TOTAL = 134.85 kg \W0.82292; VJ-3PA 18 - PJ- 3 \W7.00690; 14.6 kg/ml \W0.61560; PESO TOTAL = 98.5.00 kg \W0.92086; VJ-1PB 20- PJ- 6 \W6.57842; 21.20 kg/ml \W1.11560; PESO TOTAL = 180.00 kg \W4.29756; VJ- 2- PB 30PJ5 \W7.00690; 17.4 kg/ml \W1.11560; PESO TOTAL = 134.85 kg \W0.92086; VJ-3PB IPR-30"X16" w= 52.1kg/ml IPR-30"X16" w= 52.1kg/ml IPR-30"X12" w= 52.1kg/ml IPR-30"X12" w= 92.10kg/ml IPR-30" X 16" w= 196.4 kg/ml IPR-30" X 16" w= 196.4 kg/ml \A1;IPR-18" X11 \S3/4; " w= 52.1kg/ml IPR-30"X12" w= 92.10kg/ml IPR-12"X4" w= 32.8kg/ml \A1;IPR-12" X 6 \S1/2; " w= 38.7 kg/ml IPR-12"X4" w= 28.3 kg/ml IPR-12"X4" w= 32.8kg/ml \A1;IPR-12" X 6 \S1/2; " w= 38.7 kg/ml IPR-12"X4" w= 28.3 kg/ml \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 DETALLES DE PERFILES DE VIGAS CARGADORAS SIN/ESCALA DETALLES DE PERFILES DE VIGAS DE AMARRE SIN/ESCALA \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 5 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 VC-1 VC-2 VC-3 VC-6 VC-5 VC-4 VC-7 VC-8 VA-1 VA-2 VA-3 VA-6 VA-5 VA-4 VA-7 VA-8 VA-9 LOSA DE AZOTEA ESC 1:100 1 2 3 A 1 2 3 5 5 5 5 \A1;15.25 \A1;23.00 5 5 5 5 \A1;27.40 5 5 5 5 \A1;6.75 5 5 5 5 \A1;27.40 5 B C D A B C D \A1;15.25 \A1;23.00 \W1.2;HOJA 2 DE 2 \W1.2;PLANO DE COLUMNAS UANL Facultad de Arquitectura Ing. David Ramirez Gerardo Anguiano Equipo 10. NORTE SISTEMAS ESTRUCTURALES VI T E I T C A R U Q R A A D E D T L U C L N U A A F U E E V N O N V O L ALERE FLAMMAM VERITATIS N V N I V E R S I D A D A T V O O M A D Catedrático. ESPECIFICACIONES PLANO DE COLUMNAS \H0.8339x;Diana Gabriela Carriaga Mendez \H0.8339x;Cristy Garza Barbosa \H0.8339x;Melanie Paulina Navarro Ortiz PLANO DE COLUMNAS N.P.T.±0.00 IPR-12"X61/2" w= 38.7kg/ml 5 5 5 5 SIN/ESCALA DETALLE 1 N.P.T.±0.00 IPR-12"X61/2" w= 38.7kg/ml 5 5 5 5 SIN/ESCALA DETALLE 2 N.P.T.±0.00 IPR-12"X61/2" w= 38.7kg/ml 5 5 5 5 SIN/ESCALA DETALLE 3 N.P.T.±0.00 IPR-12"X61/2" w= 38.7kg/ml 5 5 5 5 SIN/ESCALA DETALLE 4 \A1;C1-PB IPR-18"X 8 \S3/4; " w= 104.3kg/ml \A1;C2-PB IPC-33"X 16 " w= 142.5kg/ml \A1;C3-PB IPC-33"X 16 " w= 142.5kg/ml \A1;C7-PB IPC-30"X 16 " w= 196.4kg/ml \A1;C6-PB IPC-30"X 16" w= 196.4kg/ml \A1;C5-PB IPR-18"X 11 \S3/4; " w= 143.0kg/ml RECEPCION \A1;C4-PB IPR-18"X 11 \S3/4; " w= 126.7kg/ml \A1;C8-PB IPR-18"X 8 \S3/4; " w= 95.4kg/ml \A1;C12-PB IPR-18"X 11 \S3/4; " w= 156.5kg/ml \A1;C9-PB IPR-18"X 11 \S3/4; " w=143.0kg/ml \A1;C10-PB IPC-33"X16" w= 162.6kg/ml \A1;C11-PB IPC-33"X 16 " w= 162.6kg/ml CIRCULACION PLANTA ALTA ESC 1:100 3 2 1 sube 3 2 1 sube 3 2 1 sube 3 2 1 sube 3 2 1 sube 1 2 3 A 1 2 3 5 5 5 5 \A1;15.25 \A1;23.00 5 5 5 5 \A1;27.40 5 5 5 5 \A1;6.75 5 5 5 5 \A1;27.40 5 B C D A B C D \A1;15.25 \A1;23.00 \W1.2;HOJA 2 DE 2 UANL Facultad de Arquitectura Ing. David Ramirez Gerardo Anguiano Equipo 10. NORTE SISTEMAS ESTRUCTURALES VI T E I T C A R U Q R A A D E D T L U C L N U A A F U E E V N O N V O L ALERE FLAMMAM VERITATIS N V N I V E R S I D A D A T V O O M A D Catedrático. ESPECIFICACIONES PLANO DE COLUMNAS \H0.8339x;Diana Gabriela Carriaga Mendez \H0.8339x;Cristy Garza Barbosa \H0.8339x;Melanie Paulina Navarro Ortiz PLANO DE COLUMNAS \A1;C1-PA IPR-14"X 8 " w= 71.5kg/ml \A1;C2-PA IPR-18"X 8 \S3/4; " w= 126.7kg/ml \A1;C3-PA IPR-18"X 11 \S3/4; " w= 143.0kg/ml \A1;C7-PA IPR-18"X 11 \S3/4; " w= 170.0kg/ml \A1;C6-PA IPR-18"X 11 \S3/4; " w= 170.0kg/ml \A1;C5-PA IPR-18"X 8 \S3/4; " w= 95.4kg/ml RECEPCION \A1;C4-PA IPR-18"X 8 \S3/4; " w=95.4kg/ml \A1;C8-PA IPR-18"X 8 \S3/4;\H1.429x; " w= 95.4kg/ml \A1;C12-PA IPR-18"X 8 \S3/4; " w= 95.4kg/ml \A1;C9-PA IPR-18"X 8 \S3/4; " w= 95.4kg/ml \A1;C10-PA IPR-18"X 11 \S3/4; " w= 170.0kg/ml \A1;C11-PA IPR-18"X 11 \S3/4; " w= 170.0kg/ml N.P.T.±0.00 IPR-12"X61/2" w= 38.7kg/ml 5 5 5 5 SIN/ESCALA DETALLE 1 N.P.T.±0.00 IPR-12"X61/2" w= 38.7kg/ml 5 5 5 5 SIN/ESCALA DETALLE 2 N.P.T.±0.00 IPR-12"X61/2" w= 38.7kg/ml 5 5 5 5 SIN/ESCALA DETALLE 3 N.P.T.±0.00 IPR-12"X61/2" w= 38.7kg/ml 5 5 5 5 SIN/ESCALA DETALLE 4 LOBBY AUDITORIO AULA 10 AULA 9 AULA 8 AULA 11 AULA 7 AULA 6 VJ-1 14PJ5 VJ-2 28PJ6 VJ-3 14PJ5 VJ-4 24PJ6 VJ-5 16PJ3 VJ-6 14PJ5 VJ-7 16PJ3 VIGA JOIST PZAS DETALLE 10 10 10 8 2 2 2 PESO (VIGA) PESO T. 76.56 230 165.8 191.6 51.04 91.52 127.6 765.6 2300 1658 1532.8 102.08 183.0 255.2 M-2 CORTE ESTRUCTURAL INTERIOR B-B ESCALA 1:75 COTAS AL MM. C1-PA C2-PA C3-PA C4-PA C5-PA C6-PA C7-PA C8-PA DETALLE COLUMNA PERFIL SECCION (mm) LONG. PZAS PESO T. \A1;IPR - 14" X 8 " \A1;IPR - 18" X 8 \S3/4; " 71.5 126.7 143.0 95.4 95.4 170.0 90.78 161.09 182.06 121.29 121.29 216.19 20187 59517 69706 43529 43529 84653 1152 2558 3021 1917 1917 3606 14.90 19.22 19.55 18.94 18.94 19.78 4.50 4.50 4.50 1 1 1 1 1 1 321.75 570.15 643.5 545.81 545.81 972.86 \A1;d \A1;b \A1;t \A1;c \A1;IPR - 18" X 11 \S3/4; " \A1;IPR - 18" X 8 \S3/4; " \A1;IPR - 18" X 8 \S3/4; " \A1;IPR - 18" X 11 \S3/4; " \A1;IPR - 18" X 11 \S3/4; " \A1;IPR - 18" X 8 \S3/4; " 355.6 X 203.2 457.2 X 222.2 457.0 X 298.0 457.2 X 222.2 457.2 X 222.2 457.0 X 298.0 457.0 X 298.0 457.2 X 222.2 PROPIEDADES PESO (Kg/m) AREA (cm2) IX (cm4) SXX(cm3) RX (cm) TRH-1 TUERCA DIAMETRO MEDIDAS DETALLE C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB PZAS. C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB ACL-1 ANCLAS DIAMETRO MEDIDAS DETALLE C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB DOBLEZ. C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB PZAS. C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB TABLAS DE PROPIEDADES, MEDIDAS Y CUANTIFICACIONES TABLA DE COLUMNAS M-1 M-2 M-3 M-4 M-5 M-6 M-7 M-8 MENSULA MEDIDAS PIEZAS DETALLE C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB TABLA DE MENSULAS PULGADAS MM PIEZAS DETALLE C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB \A1;5.2326 \A1;3.7969 \A1;3.7969 \A1;0.3907 \A1;0.0000 \A1;1.4766 \A1;1.5077 TABLA DE PLACAS BASE TABLA DE TUERCAS TABLA DE TORNILLOS TUERCA DIAMETRO MEDIDAS DETALLE C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB PZAS. C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB TABLA DE ANCLAS C9-PA C10-PA C11-PA C12-PA 95.4 170.0 121.29 216.19 43529 84653 1917 3606 18.94 19.78 1 1 1 545.81 972.86 972.86 \A1;IPR - 18" X 8 \S3/4; " \A1;IPR - 18" X 11 \S3/4; " \A1;IPR - 18" X 11 \S3/4; " \A1;IPR - 18" X 8 \S3/4; " 457.2 X 222.2 457.0 X 298.0 457.0 X 298.0 457.2 X 222.2 1 545.81 N. S.VJ + 48.00 N.S.V. 48.00 1.- TODAS LAS MEDIDAS ESTAN DADAS EN MM, EXCEPTO DONDE SE INDIQUE OTRA UNIDAD. 2.- LOS NIVELES ESTAN DADOS EN MM. 3.- LAS COTAS RIGEN AL DIBUJO. 6.- CORTES Y DETALLES SIN ESCALA CIRCULACION VJ-2 C3-PB C7-PB C6-PB C5-PB C9-PB C10-PB C11-PB C8-PB C12-PB C4-PB C2-PB C1-PB 1.- TODAS LAS MEDIDAS ESTAN DADAS EN MM, EXCEPTO DONDE SE INDIQUE OTRA UNIDAD. 2.- LOS NIVELES ESTAN DADOS EN MM. 3.- LAS COTAS RIGEN AL DIBUJO. 6.- CORTES Y DETALLES SIN ESCALA 1.- TODAS LAS MEDIDAS ESTAN DADAS EN MM, EXCEPTO DONDE SE INDIQUE OTRA UNIDAD. 2.- LOS NIVELES ESTAN DADOS EN MM. 3.- LAS COTAS RIGEN AL DIBUJO. 6.- CORTES Y DETALLES SIN ESCALA 1.- TODAS LAS MEDIDAS ESTAN DADAS EN MM, EXCEPTO DONDE SE INDIQUE OTRA UNIDAD. 2.- LOS NIVELES ESTAN DADOS EN MM. 3.- LAS COTAS RIGEN AL DIBUJO. 6.- CORTES Y DETALLES SIN ESCALA 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) 14PJ5 (\A1;w= 52.1\fArial|b0|i0|c238|p34;kg/ml\fArial|b0|i0|c0|p34;) N. S.VJ + 48.00 N. S.VJ + 48.00 N.S.V. 48.00 N.S.V. 48.00 N.S.V. 48.00 \T0.9;Escala: 1:100 3 1.5 1 0 Ciudad Universitaria 20 de Mayo del 2010 \T0.9;Escala: 1:100 3 1.5 1 0 Ciudad Universitaria 20 de Mayo del 2010 \T0.9;Escala: 1:100 3 1.5 1 0 \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " TRH-1 TRH-1 TRH-1 TRH-1 TRH-1 TRH-1 TRH-1 TR-1 TR-1 TR-1 TR-1 TR-1 TR-1 TR-1 TR-1 ACL-1 ACL-1 ACL-1 ACL-1 ACL-1 ACL-1 TRH-1 TUERCA DIAMETRO MEDIDAS DETALLE C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB PZAS. C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB ACL-1 ANCLAS DIAMETRO MEDIDAS DETALLE C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB DOBLEZ. C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB PZAS. C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB M-1 M-2 M-3 M-4 M-5 M-6 M-7 M-8 MENSULA MEDIDAS PIEZAS DETALLE C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB TABLA DE MENSULAS PULGADAS MM PIEZAS DETALLE C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB \A1;5.2326 \A1;3.7969 \A1;3.7969 \A1;0.3907 \A1;0.0000 \A1;1.4766 \A1;1.5077 TABLA DE PLACAS BASE TABLA DE TUERCAS TABLA DE TORNILLOS TUERCA DIAMETRO MEDIDAS DETALLE C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB PZAS. C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB TABLA DE ANCLAS \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " \A1;\S3/4;" X 21" X 27 \S1/4; " TRH-1 TRH-1 TRH-1 TRH-1 TRH-1 TRH-1 TRH-1 TR-1 TR-1 TR-1 TR-1 TR-1 TR-1 TR-1 TR-1 ACL-1 ACL-1 ACL-1 ACL-1 ACL-1 ACL-1 VC-1 DETALLE COLUMNA PERFIL SECCION (mm) LONG. PZAS PESO T. \A1;IPR - 10" X 5 \S3/4; " IPR - 14" X 8" 44.6 71.5 74.5 52.1 95.4 170.0 143.0 57.03 90.78 94.84 66.45 121.29 216.19 182.06 7076 20187 16399 11682 43529 84653 69706 531 1152 1060 747 1917 3606 3021 11.14 14.90 16.14 13.36 18.94 19.78 19.55 4.00 4.00 4.00 4.00 4.00 4.00 4.00 2 2 4 2 2 2 4 178.4 286.0 298.0 208.4 381.6 680.0 572.0 \A1;d \A1;b \A1;t \A1;c IPR - 12" X 8" \A1;IPR - 12" X 6 \S1/2; " \A1;IPR - 18" X 8 \S3/4; " \A1;IPR - 18" X 11 \S3/4; " \A1;IPR - 18" X 11 \S3/4; " \A1;IPCR- 18" X 8 \S3/4; " 254.0 X 146.0 355.6 X 203.2 304.8 X 203.2 304.8 X 165.1 457.2 X 222.2 457.0 X 298.0 457.0 X 298.0 457.2 X 222.2 PROPIEDADES PESO (Kg/m) AREA (cm2) IX (cm4) SXX(cm3) RX (cm) 104.3 132.64 48028 2100 19.03 4.00 2 417.2 TABLAS DE PROPIEDADES, MEDIDAS Y CUANTIFICACIONES TABLA DE VIGAS CARGADORAS DETALLE COLUMNA PERFIL SECCION (mm) LONG. PZAS PESO T. \A1;IPR - 10" X 5 \S3/4; " IPR - 14" X 8" 44.6 71.5 74.5 52.1 95.4 170.0 143.0 57.03 90.78 94.84 66.45 121.29 216.19 182.06 7076 20187 16399 11682 43529 84653 69706 531 1152 1060 747 1917 3606 3021 11.14 14.90 16.14 13.36 18.94 19.78 19.55 4.00 4.00 4.00 4.00 4.00 4.00 4.00 2 2 4 2 2 2 4 178.4 286.0 298.0 208.4 381.6 680.0 572.0 \A1;d \A1;b \A1;t \A1;c IPR - 12" X 8" \A1;IPR - 12" X 6 \S1/2; " \A1;IPR - 18" X 8 \S3/4; " \A1;IPR - 18" X 11 \S3/4; " \A1;IPR - 18" X 11 \S3/4; " \A1;IPCR- 18" X 8 \S3/4; " 254.0 X 146.0 355.6 X 203.2 304.8 X 203.2 304.8 X 165.1 457.2 X 222.2 457.0 X 298.0 457.0 X 298.0 457.2 X 222.2 PROPIEDADES PESO (Kg/m) AREA (cm2) IX (cm4) SXX(cm3) RX (cm) 104.3 132.64 48028 2100 19.03 4.00 2 417.2 TABLA DE VIGAS DE AMARRE 95.4 121.29 43529 1917 18.94 4.00 2 381.6 \A1;IPR - 18" X 8 \S3/4; " 457.2 X 222.2 VC-2 VC-3 VC-4 VC-5 VC-6 VC-7 VC-8 TABLA DE VIGAS JOIST VIGA JOIST \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 DETALLES DE PERFILES DE VIGAS CARGADORAS SIN/ESCALA DETALLES DE PERFILES DE VIGAS DE AMARRE SIN/ESCALA \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 5 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 \A1;IPR-18" x 11 \S3/4; " w= 143kg/ml \A1;3.1641 \A1;2.0092 \A1;0.2373 \A1;0.2373 \A1;0.2373 VC-1 VC-2 VC-3 VC-6 VC-5 VC-4 VC-7 VC-8 VA-1 VA-2 VA-3 VA-6 VA-5 VA-4 VA-7 VA-8 VA-9 VJ-1 14PJ5 VJ-2 28PJ6 VJ-3 14PJ5 VJ-4 24PJ6 VJ-5 16PJ3 VJ-6 14PJ5 VJ-7 16PJ3 VIGA JOIST PZAS DETALLE 10 10 10 8 2 2 2 PESO (VIGA) PESO T. 76.56 230 165.8 191.6 51.04 91.52 127.6 765.6 2300 1658 1532.8 102.08 183.0 255.2 VC-1 DETALLE COLUMNA PERFIL SECCION (mm) LONG. PZAS PESO T. \A1;IPR - 10" X 5 \S3/4; " IPR - 14" X 8" 44.6 71.5 74.5 52.1 95.4 170.0 143.0 57.03 90.78 94.84 66.45 121.29 216.19 182.06 7076 20187 16399 11682 43529 84653 69706 531 1152 1060 747 1917 3606 3021 11.14 14.90 16.14 13.36 18.94 19.78 19.55 4.00 4.00 4.00 4.00 4.00 4.00 4.00 2 2 4 2 2 2 4 178.4 286.0 298.0 208.4 381.6 680.0 572.0 \A1;d \A1;b \A1;t \A1;c IPR - 12" X 8" \A1;IPR - 12" X 6 \S1/2; " \A1;IPR - 18" X 8 \S3/4; " \A1;IPR - 18" X 11 \S3/4; " \A1;IPR - 18" X 11 \S3/4; " \A1;IPCR- 18" X 8 \S3/4; " 254.0 X 146.0 355.6 X 203.2 304.8 X 203.2 304.8 X 165.1 457.2 X 222.2 457.0 X 298.0 457.0 X 298.0 457.2 X 222.2 PROPIEDADES PESO (Kg/m) AREA (cm2) IX (cm4) SXX(cm3) RX (cm) 104.3 132.64 48028 2100 19.03 4.00 2 417.2 TABLAS DE PROPIEDADES, MEDIDAS Y CUANTIFICACIONES TABLA DE VIGAS CARGADORAS DETALLE COLUMNA PERFIL SECCION (mm) LONG. PZAS PESO T. \A1;IPR - 10" X 5 \S3/4; " IPR - 14" X 8" 44.6 71.5 74.5 52.1 95.4 170.0 143.0 57.03 90.78 94.84 66.45 121.29 216.19 182.06 7076 20187 16399 11682 43529 84653 69706 531 1152 1060 747 1917 3606 3021 11.14 14.90 16.14 13.36 18.94 19.78 19.55 4.00 4.00 4.00 4.00 4.00 4.00 4.00 2 2 4 2 2 2 4 178.4 286.0 298.0 208.4 381.6 680.0 572.0 \A1;d \A1;b \A1;t \A1;c IPR - 12" X 8" \A1;IPR - 12" X 6 \S1/2; " \A1;IPR - 18" X 8 \S3/4; " \A1;IPR - 18" X 11 \S3/4; " \A1;IPR - 18" X 11 \S3/4; " \A1;IPCR- 18" X 8 \S3/4; " 254.0 X 146.0 355.6 X 203.2 304.8 X 203.2 304.8 X 165.1 457.2 X 222.2 457.0 X 298.0 457.0 X 298.0 457.2 X 222.2 PROPIEDADES PESO (Kg/m) AREA (cm2) IX (cm4) SXX(cm3) RX (cm) 104.3 132.64 48028 2100 19.03 4.00 2 417.2 TABLA DE VIGAS DE AMARRE 95.4 121.29 43529 1917 18.94 4.00 2 381.6 \A1;IPR - 18" X 8 \S3/4; " 457.2 X 222.2 VC-2 VC-3 VC-4 VC-5 VC-6 VC-7 VC-8 TABLA DE VIGAS JOIST VIGA JOIST VA-1 VA-2 VA-3 VA-4 VA-5 VA-6 VA-7 VA-8 VA-9 VA-1 VA-2 VA-3 VA-4 VA-5 VA-6 VA-7 VA-8 VA-9 4.50 4.50 4.50 4.50 4.50 4.50 170.0 216.19 84653 3606 19.78 1 972.86 4.50 95.4 121.29 43529 1917 18.94 1 545.81 4.50 170.0 216.19 84653 3606 19.78 4.50 95.4 121.29 43529 1917 18.94 C1-PB C2-PB C3-PB C4-PB C5-PB C6-PB C7-PB C8-PB DETALLE COLUMNA PERFIL SECCION (mm) LONG. PZAS PESO T. \A1;IPR - 18" X 8 \S3/4; " \A1;IPC - 33" X 16 " 104.3 142.5 126.7 143.0 196.4 132.64 180.44 161.09 182.06 248.61 48028 218381 59517 69706 276219 2100 5210 2558 3021 7249 19.03 34.79 19.22 19.55 33.33 4.50 4.50 4.50 1 1 1 1 1 1 469.35 641.25 641.25 570.15 643.5 883.8 \A1;d \A1;b \A1;t \A1;c \A1;IPC - 33" X 16" \A1;IPR - 18" X 11 \S3/4; " \A1;IPR - 18" X 11 \S3/4; " \A1;IPC - 30" X 16 " \A1;IPC - 30" X 16 " \A1;IPR- 18" X 8 \S3/4; " 457.2 X 222.2 838.2 X 406.4 457.0 X 298.0 457.0 X 298.0 762.0 X 406.0 457.2 X 222.2 PROPIEDADES PESO (Kg/m) AREA (cm2) IX (cm4) SXX(cm3) RX (cm) TABLAS DE PROPIEDADES, MEDIDAS Y CUANTIFICACIONES TABLA DE COLUMNAS C9-PB C10-PB C11-PB C12-PB 143.0 162.6 182.06 205.84 69706 260005 3021 6203 19.55 35.54 1 1 1 643.5 731.7 731.7 \A1;IPR - 18" X 11 \S3/4; " \A1;IPC - 33" X 16" \A1;IPC - 33" X 16" \A1;IPR- 18" X 11 \S3/4; " 457.0 X 298.0 838.2 X 406.4 457.0 X 298.0 1 704.25 4.50 4.50 4.50 4.50 4.50 4.50 1 883.8 4.50 95.4 121.29 43529 1917 18.94 1 429.3 4.50 4.50 156.5 199.03 77106 3313 19.68 142.5 180.44 218381 5210 34.79 838.2 X 406.4 196.4 248.61 276219 7249 33.33 762.0 X 406.0 162.6 205.84 260005 6203 35.54 838.2 X 406.4 1 2 3 A 1 2 3 \A1;2.20 \A1;2.20 \A1;2.20 5 5 \A1;1.40 5 5 5 5 5 \A1;2.20 VJ-1 VJ-1 VJ-1 VJ-2 VJ-2 VJ-2 VJ-3 VJ-3 VJ-3 5 5 5 \A1;15.25 \A1;23.00 5 5 5 5 \A1;27.40 5 5 1 2 3 1 2 3 VJ-1 VJ-1 VJ-1 CUBO DE ESCALERAS VJ-2 VJ-2 VJ-2 VJ-3 VJ-3 VJ-3 5 VC-2 VC\fArial|b0|i0|c186|p34;-4 VC\fArial|b0|i0|c186|p34;-6 VC\fArial|b0|i0|c186|p34;-8 5 5 5 \A1;6.75 5 5 5 5 \A1;27.40 5 5 5 5 5 \A1;15.25 \A1;23.00 5 5 5 5 \A1;27.40 5 5 5 5 \A1;27.40 5 B C D A B C D A B C D A B C D \A1;15.25 \A1;23.00 5 5 5 \A1;6750.00 5 \A1;15.25 \A1;23.00 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 C11-PB C10-PB C7-PB C4-PB C1-PB LAMINA GALVANIZADA \W5.77125; IMSA LOSACERO S-36/15 \W6.38434; C-18, 13.14 kg/m2 \W9.68015; TRASLAPE LAMINA GALVANIZADA \W5.77125; IMSA LOSACERO S-36/15 \W6.88434; C-20, 9.54 kg/m2 \W8.74516; L-2PB \W8.74516; L-1PB \W9.68015; TRASLAPE \W3.93234; MALLA ELECTROSOLDADA \W9.81378; DE ACERO MS-66/44 \W6.03801; ROLLO DE 2.50 x 40.00 m \W6.90872; MS-1PA \W3.93234; MALLA ELECTROSOLDADA \W9.81378; DE ACERO MS-66/44 \W6.03801; ROLLO DE 2.50 x 40.00 m \W6.90872; MS-1PA \W1.82022; LOSA SOLIDA DE CONCRETO \W6.90818; F'c = 200 kg/cm2 \W1.82022; LOSA SOLIDA DE CONCRETO \W6.90818; F'c = 200 kg/cm2 \W8.64723; L-2PA L-1PA 5 6 SIN/ESCALA < 3.8cm @ 3 VALLES= 45cm @ 3 VALLES= 45cm 3" CONECTOR DE CORTE A BASE DE TORNILLO ASTM A-307 DE 3/4" Ø x3" DE LONGITUD TOTAL @ 3 VALLES 6 E-70xx DETALLES DE CONECTORES IPC-33"X16" w= 2627.3kg VC-5 PISO (VITROPISO o SIMILAR) PLANILLA DE MORTERO P/ NIVELAR Y RECIBIR PISO MALLA ELECTRO SOLDADA 6x6-6/6 \A1;LOSACERO MCA. IMSA SECCION \S36#15; LOSACERO DE ENTREPISO 6 MALLA ELECTRO SOLDADA 6x6-6/6 \A1;LOSACERO MCA. IMSA SECCION \S36#15; variable RELLENO CON MATERIAL INHERTE. (OPCIONAL, SI EL CLIENTE ASI LO DESEA SE PODRA DAR UNA PENDIENTE DE 2.5cm/m A LA LOSACERO PARA LOGRAR DESALOJAR LA PRECIPITACION PLUVIAL) PLANILLA DE MORTERO P/ NIVELAR Y RECIBIR IMPERMEABILIZANTE IMPERMEABILIZANTE LOSACERO DE AZOTEA VA-1 VA\fArial|b0|i0|c186|p34;-2 VA\fArial|b0|i0|c186|p34;-3 \A1;IPR-12"X 6 \S1/2; " w= 38.7kg/ml \A1;IPR-12"X 8" w= 59.6kg/ml \A1;IPR-12"X6 \S1/2; " w= 52.1kg/ml \A1;C1-PB IPR-1\fArial|b0|i0|c0|p34;8\fArial|b0|i0|c238|p34;"X\fArial|b0|i0|c0|p34; 8 \H0.7x;\S3/4;\H1.429x; \fArial|b0|i0|c238|p34;" w= \fArial|b0|i0|c0|p34;104.3\fArial|b0|i0|c238|p34;kg/ml

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Drawing Type	Plan
Category	Construction Details & Systems
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File Type	dwg
Materials	Other
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Tags	autocad, construction, construction details section, cut construction details, details, drawings, DWG, including, losacero, materials, plan, plans, plant, structural, structural plans, structuring

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