Deck Construction Details – Lightened DWG Plan for AutoCAD

Deck Construction Details – Lightened DWG Plan for AutoCAD

Structure Plans lightened the Computer Center Educational Institute

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

university, c é sarvallejo, type, steel, stirrups, element, detail of beams, detail of meeting between beam and column, beam, window, cut xx, second section, detail of stairs, first section, npt, brick, detail izometrico , closing beam, masonry wall, beams and lightened, beam to be built, lightened, beams-plants, delivery detail, overlap will be made:, lightened detail, typical detail of closed stirrups, r min., see table , variable, detail of union beams – columns, mooring columns, banked beams, – columns and beams, technical specifications, materials, structural columns, footings, coatings, – foundation, concrete, in general, f’y, room of professors, computer room

Raw text data extracted from CAD file:

Kg/cm. 2 \A1;0.60 \A1;0.173 \A1;0.30 \A1;0.40 \A1;0.30 \A1;Variable \A1;0.25 \A1;0.30 \A1;0.60 \A1;0.70 \A1;1.11 \A1;0.23 \A1;2.28 U N I V E R S I D A D C É S A R V A L L E J O \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lC \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lO \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lN \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lS \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lO \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lR \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lC \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lI \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lO \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lU \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lN \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lI \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lV \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lE \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lR \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lS \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lI \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lT \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lA \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lR \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lI \fBell MT|b0|i0|c0|p18;\W1.0000000000;\T1.0000000000;\o\lO \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\l\U+25CF \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lV \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lA \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lL \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lL \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lE \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lJ \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lO \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\l- \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lS \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lI \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lP \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lÁ \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lN \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\l- \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lA \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lU \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lT \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lO \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lN \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lO \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lM \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\lA \fArial|b0|i0|c0|p34;\W1.0000000000;\T1.0000000000;\o\l\U+25CF N S E O NO SO NE SE \A1;1.30 \A1;.60 \A1;4.24 \A1;2.14 \A1;4.24 \A1;3.63 \A1;1.44 \A1;1.59 \A1;2.16 \A1;.60 \A1;1.30 \A1;4.24 \A1;1.42 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;1.00 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.60 \A1;.60 \A1;.60 \A1;1.30 \A1;1.30 \A1;.60 \A1;.60 \A1;.60 \A1;.30 \A1;3.94 \A1;.30 \A1;3.94 \A1;.30 \A1;1.84 \A1;.30 \A1;3.96 \A1;.30 \A1;.05 \A1;.30 \A1;3.35 \A1;.30 \A1;.30 \A1;4.13 \A1;.30 \A1;4.13 \A1;.30 \A1;4.43 \A1;4.43 \A1;.30 \A1;1.26 \A1;.30 \A1;1.15 \A1;3.70 \A1;.30 \A1;1.85 \A1;.30 \A1;.50 \A1;.30 \A1;.40 \A1;.30 \A1;.50 \A1;.30 \A1;.30 \A1;.30 \A1;.50 \A1;.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;L 0.2999999999999545 0.5 V-101 8 Ø 3/4" Ø3/8" 1@0.05,10@0.10 Resto @0.20 c/extremo V-102 0.2999999999999971 8 Ø 5/8" Ø3/8" 1@0.05,10@0.10 Resto @0.20 c/extremo 0.3999999999999772 0.2999999999999545 0.5 V-103 8 Ø 5/8" Ø3/8" 1@0.05,10@0.10 Resto @0.20 c/extremo 0.2999999999999971 0.3000000000001037 6 Ø 1/2" Ø1/4" 1@0.05,10@0.10 Resto @0.20 c/extremo V-104 0.2999999999999545 0.5 V-105 4 Ø 3/4" Ø3/8" 1@0.05,10@0.10 Resto @0.20 c/extremo 4 Ø 1" TIPO ACERO ESTRIBOS ELEMENTO DETALLE DE VIGAS DETALLE DE ENCUENTRO ENTRE VIGA Y COLUMNA \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.1 \A1;0.15 DETALLE DE AMARRE DE MURO NO PORTANTE (Con ventana) CON COLUMNA 0.30 0.30 Viga Ventana 5 x x Corte x-x 2Ø3/8" 5 5 1Ø1/4"@0.25 Escala: 1:25 Columnetas y viguetas f'c=175 Kg/cm² f 3 / 8" @ 0.20 f 3 / 8" @ 0.15 f 3 / 8" @ 0.20 f 3 / 8" @ 0.20 e = 0.15 f 3 / 8" @ 0.25 f 3 / 8" @ 0.15 SEGUNDO TRAMO f 3 / 8" @ 0.20 f 3 / 8" @ 0.15 0.60 5 5 0.30 5 5 0.30 0.60 DETALLE DE ESCALERAS PRIMER TRAMO f 3 / 8" @ 0.15 N.P.T. N.P.T. f 3 / 8" @ 0.20 f 3 / 8" @ 0.15 f 3 / 8" @ 0.25 e = 0.15 f 3 / 8" @ 0.20 f 3 / 8" @ 0.15 f 3 / 8" @ 0.15 f 3 / 8" @ 0.20 0.695208946999486 1.112334315198779 0.2328949972450118 Ø1/4" @ 0.25 (TEMPERATURA) 30 x 30 x12 LADRILLO DE .05 .15 .20 DETALLE IZOMETRICO DE MURO (15 X 20) VIGA DE CERRAMIENTO MURO DE ALBAÑILERIA VIGA DE AMARRE (25 X 40) (CONSTRUCCION POSTERIOR) ESC:1/20 VIGAS Y ALIGERADO VIGA A CONSTRUIR (CONSTRUCCION POSTERIOR) ALIGERADO 5 5 5 5 ESC. 1/25 VIGAS-PLANTAS DETALLE DE ENTREGA DE (+) EN L/4 DEL APOYO NO MAS DEL 50% DE LAS VARILLAS EL TRASLAPE SE EFECTUARA: (-) EN L/2 NO MAS DEL 50% DEL ACERO DE APOYO ACERO (-) ACERO (+) L/4 L/4 L/4 L/4 L \A1;.10 \A1;.30 \A1;.10 \A1;.20 \A1;.15 \A1;.05 (CONSTRUCCION POSTERIOR) 5 5 5 5 5 5 Ø1/4" @ 0.25 (TEMPERATURA) DETALLE DE ALIGERADO ESC:1/10 DETALLE TÍPICO DE ESTRIBOS CERRADOS Esc. : 1 / 20 R mín. ( cm ) f L R ( cm ) 1.5 1/4" 10.0 15.0 2.0 3/8" L f fy=4200 Kg/cm2 25.0 cm. 11.5 cm. 15.5 cm. 20.0 cm. 30.5 cm. 1 " LONGITUDES DE GANCHOS ( cm. ) 3 / 8 " 1 / 2 " 5 / 8 " 3 / 4 " Ver cuadro Variable C C C 0.05 0.05 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b Espaciamiento en el nudo : f\H0.6x; 3 / 8" @ 0.10 C 12 f\fCentury|b0|i0|c0|p18;\H0.5833x;b DETALLE DE UNIÓN VIGAS - COLUMNAS Columnas de Amarre Vigas Peraltadas = = 2.00 cm. 4.00 cm. - COLUMNAS Y VIGAS ESPECIFICACIONES TECNICAS MATERIALES Columnas Estructurales 8.00 cm. Zapatas RECUBRIMIENTOS - CIMIENTO CONCRETO ACERO d : CEMENTO-HORMIGON 1:10+30% DE PG. 6" max. : f'c= 210 kg/cm2 1.20 En General = = 4.00 cm. = = f'y 4,200 t. NPT + 3.32 SALA DE PROFESORES NPT + 3.32 SALON DE COMPUTO 1 2 3 4 5 6 7 8 10 11 12 13 14 15 16 17 18 5 V- 101 (30 x 50) V- 101 (30 x 50) V- 103 (30 x 30) V- 104 V- 103 (30 x 50) 1 1 Ø 1/2 1 Ø 1/2 5 5 1 Ø 1/2 A C D E G 5 6 2 3 F 5 5 5 5 5 5 5 Ø 1/2 @ .20 Ø 1/2 @ .20 Ø 1/2 @ .20 Ø 1/2 @ .20 1 Ø 1/2 5 1 Ø 3/8 1 Ø 1/2 5 V- 101 (30 x 50) V- 101 (30 x 50) V- 101 (30 x 50) V- 101 (30 x 50) V- 101 (30 x 50) B 4 5 5 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 3/8 1 Ø 3/8 1 Ø 1/2 1 Ø 1/2 5 5 5 5 5 5 5 5 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 1/2 1 Ø 3/8 1 Ø 3/8 1 Ø 1/2 1 Ø 1/2 5 5 5 5 5 5 5 5 1 Ø 1/2 5 5 1 Ø 1/2 1 Ø 1/2 5 5 1 Ø 1/2 5 1 Ø 1/2 5 1 Ø 1/2 5 5 V- 105 (30 x 60) V- 102 (30 x 40) V- 102 (30 x 40) V- 102 V- 102 V- 103 (30 x 50) V- 103 (30 x 50) V- 103 (30 x 50) V- 103 (30 x 50) V- 103 (30 x 50) V- 103 (30 x 30) V- 103 (30 x 30) V- 104 (30 x 30) V- 104 (30 x 30) V- 104 V- 104 V- 105 (30 x 70) V- 105 (30 x 70) 1 Ø 1/2 1 Ø 1/2 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 5 5 5 9 V- 104 (30 x 30) Ø 1/2 @ .20 Ø 1/2 @ .20 Ø 1/2 @ .20 Ø 1/2 @ .20

Language	Spanish
Drawing Type	Plan
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, center, College, computer, construction, deck, details, DWG, educational, institute, library, lightened, plan, plans, school, structure, university