Anchoring, Installation Of A Flagpole And Downspouts, School DWG Detail for AutoCAD

Anchoring, Installation Of A Flagpole And Downspouts, School DWG Detail for AutoCAD

Sample construction details, installation and / or anchoring of a flagpole, a bar and gargoyles ticero for stormwater evacuation applied in an educational institution

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

concrete shelving, done on site, arq., arq. jorge kanashiro h., arq. humberto reyes t., national institute of educational health infrastructure, unit head, reviewed, sheet, system, code, Location, design, drawing, scale, date, school, plane of, esc .:, npt., Ministry of Education, Republic of Peru, Republic of Peru, Ministry of Education, code, plane of, school, system, sheet, date, scale, Location, drawing, design, leadership, reviewed, Vobo, arq., ing. luis alberto huaylinos maravi, arq. franklin chavez towers, arq., code, plane of, educational institution, system, sheet, date, scale, Location, drawing, design, unit head, reviewed, adequacy, investment shock program in educational infrastructure, arq., arq. franklin chavez towers, arq. humberto reyes t., arq., for slates for slates for laboratories, detail, long throw., with plastic billet, each, diam.interior, see detail, bolt anchored to the wall, bolt of, griddle, metal, rope, nylon, see detail, pulley, top, washer, welding, electrical, clamp, faith esp., nut of faith, see detail, see detail, pulley, iron pipe, galv., tube of fe.galv., projection of, ear of cajon, ticero detail, scale:, drilling for, ear of cajon, tube of fe.galv., cut, concrete plate, tarraj. painted, concrete plate, tarraj. painted, diam.interior, bruna, projecc., cold joint, insert tube, specific, bruna, monolithic concrete, fc ‘, concrete plate, tarraj. painted, diam.interior, tube of fe.galv., ticero, bruna, cedar wood, total length of, ticero, elevation, plate plate, concrete in, foundation cut, cut, parapet column, elevation, burnished cement floor, half cane channel, projection of, ear of cajon, bruna, rebate type, painted black, billet, plastic long., wall of, brick, ear of cajon, bruna, rebate type, union detail, front elevation, lateral elevation, support, metal, welding, tube, of horn, cut throat, lightened, gargola detail, scale:, finished: floor of one hundred. pul, your B. iron, galv., yard, pulley, pulley, gargle lift, plant, for slates for slates for laboratories, support, metal, lifting mechanism, detail flag pole, scale:, iron pipe, galv., iron pipe, galv., iron pipe, galv., iron pipe, galv., iron pipe, galv., monolithic concrete, fc ‘, yard, hook for, rope, bruna, through hole, through hole, to plug, with wood

Raw text data extracted from CAD file:

ESTANTERIA DE CONCRETO HECHA EN OBRA BL-AX-0001 N N N N N N AB-XY N N N N MES-19XY 1/XYZ ARQ. ARQ. ARQ. JORGE KANASHIRO H. ARQ. HUMBERTO REYES T. Instituto Nacional de Infraestructura Educativa y de Salud JEFE UNIDAD REVISADO V°B° LAMINA SISTEMA CODIGO UBICACION DISENO DIBUJO ~ ESCALA FECHA CENTRO EDUCATIVO PLANO DE ESC.: 1/100 NPT. MINISTERIO DE EDUCACION REPUBLICA DEL PERU REPUBLICA DEL PERÚ MINISTERIO DE EDUCACION CODIGO PLANO DE CENTRO EDUCATIVO SISTEMA LAMINA FECHA ESCALA UBICACION DIBUJO DISEÑO JEFATURA REVISADO VoBo N N N N N N N N N N N N ARQ. ARQ. N N 1/XYZ NN MES-19XY 00 AB-XY ING. LUIS ALBERTO HUAYLINOS MARAVI ARQ. FRANKLIN CHAVEZ TORRES ARQ. CODIGO PLANO DE INSTITUCION EDUCATIVA SISTEMA LAMINA FECHA ESCALA UBICACION DIBUJO DISEÑO V°B° JEFE UNIDAD REVISADO ADECUACION PROGRAMA SHOCK DE INVERSIONES EN INFRAESTRUCTURA EDUCATIVA N N N N N N N N N N N N N N ARQ. ARQ. N N N N 1/XYZ MES-19XY ARQ. FRANKLIN CHAVEZ TORRES ARQ. HUMBERTO REYES T. ARQ. AB-XY BL-AX-0001 \A1;1.5" \A1;1.5" \A1;.10 \A1;.25 \A1;.05 \A1;.40 \A1;.25 \A1;.19 \A1;7/8" \A1;2.1/2" \A1;1.3/8" \A1;2.50 \A1;2.50 \A1;.10 \A1;2.50 \A1;.20 \A1;1/8" \A1;2" \A1;.20 \A1;.06 \A1;.09 \A1;1.5" \A1;.06 \A1;.09 \A1;1.5" \A1;1.5" \A1;1.00 \A1;.80 \A1;.20 \A1;.70 \A1;2.50 \A1;.20 \A1;.70 \A1;.80 \A1;2.50 \A1;.20 \A1;.20 \A1;.80 \A1;.20 \A1;.05 \A1;.20 \A1;.15 \A1;.05 \A1;.10 \A1;.05 \A1;.10 \A1;2.50 \A1;3" \A1;45° \A1;.20 \A1;1/2" \A1;3/4" \A1;9/16" \A1;.80 \A1;.20 \A1;1.3/4" \A1;4.3/4" \A1;1/2" \A1;.50 \A1;.50 \A1;1.00 \A1;.40 \A1;3.1/2" \A1;= \A1;= \A1;1cm.x.5cm. \A1;1.5" \A1;L= 4.80 (TICERO) para PIZARRA AULAS L= 4.60 (TICERO) para PIZARRA LABORATORIOS \A1;.05 \A1;.05 \A1;.15 \A1;.40 \A1;.40 \A1;.10 \A1;1.00 \A1;.05 \A1;.04 \A1;.60 \A1;.20 \A1;.35 \A1;1.00 \A1;.05 \A1;.05 \A1;.10 \A1;.05 \A1;1.00 \A1;.50 \A1;1.00 \A1;1.00 \A1;.80 \A1;.70 \A1;.20 \A1;.60 \A1;.40 \A1;.20 \A1;1.00 \A1;.40 \A1;.20 \A1;.40 \A1;.20 \A1;.60 \A1;.20 \A1;.20 \A1;.20 \A1;.50 \A1;4" \A1;135° \A1;5/8" \A1;2.1/2" \A1; 1.5" 1.5" .10 .25 .05 5 NPT.+0.20 .25 .19 7/8" 2.1/2" 1.3/8" 2.50 DETALLE "A" 2.50 TIRAFON 4" long. CON TARUGO PLASTICO A CADA 0.65m DIAM.INTERIOR .10 2.50 VER DETALLE "A" PERNO ANCLADO AL MURO PERNO DE d1/2"x3" PLANCHA METALICA e=1/8" CUERDA DE NYLON D VER DETALLE DE POLEA .20 TAPA P Fe e=1/8" ARANDELA DE Fed1/2" 1/8" SOLDADURA ELECTRICA ABRAZADERA DE Fe 1/8" ESP. TUERCA DE Fe d1/2" L 2" 2.50 VER DETALLE "A" FE°d3/8" VER DETALLE DE POLEA TUBO DE FIERRO GALV. d2" TUBO DE Fe.Galv. d4" Espesor=4.1mm. .20 PROYECCION DE ESPIGA DE CAJON 1.1/2"x1.1/2"x1.1/2" 2 DETALLE DE TICERO ESCALA: 1/2.5 PERFORACION PARA ESPIGA DE CAJON 1.1/2"x1.1/2"x1.1/2" TUBO DE Fe.Galv. d2" Espesor=3.3mm. 5 5 CORTE B, C y D PLACA DE CONCRETO fc'=175kg/cm2 TARRAJ. Y PINTADO PLACA DE CONCRETO fc'=175kg/cm2 TARRAJ. Y PINTADO 2.50 .20 C DIAM.INTERIOR ESC.:1/5 ESC.:1/5 5 5 BRUÑA DE 1" PROYECC. JUNTA FRIA .20 .05 INSERTAR TUBO EN CONCRETO .20 B .15 .05 BRUÑA DE 1" CONCRETO MONOLITICO fc' = 175 Kg/cm2 .10 .05 .10 PLACA DE CONCRETO fc'=175kg/cm2 TARRAJ. Y PINTADO 2.50 3" 5 .20 DIAM.INTERIOR Espesor=3.6mm. TUBO DE Fe.Galv. d3" 1/2" TICERO 3/4" 9/16" 5 5 BRUÑA DE 1" MADERA CEDRO LONGITUD TOTAL DEL TICERO DE 4.8m. y 3.60m. 1.3/4" 4.3/4" 1/2" 5 5 5 ELEVACION POSTERIOR-2 A PROYECC.DE PLACA DE CONCRETO (VER EN CORTE DE CIMENTACION ESTRUCTURAS) CORTE A-A 5 3.1/2" 2 d1/4" 5 .06 .09 1.5" COLUMNETA DE PARAPETO ELEVACION FRONTAL-1 .06 .09 PISO DE CEMENTO FROTACHADO y BRUÑADO S=1% CANALETA MEDIA CAÑA 2 d1/4" 1.5" 1.5" PROYECCION DE ESPIGA DE CAJON 1.1/2"x1.1/2"x1.1/2" BRUÑA TIPO REBAJE 1cmx.5cm. PINTADO DE NEGRO TARUGO PLASTICO 2" long. MURO DE LADRILLO ESPIGA DE CAJON 1.1/2"x1.1/2"x1.1/2" BRUÑA TIPO REBAJE 1cm.x.5cm. DETALLE DE UNION 5 ELEVACION FRONTAL ELEVACION LATERAL SOPORTE METAL SOLDADURA TUBO DE ASTA CORTE GARGOLA ALIGERADO 3 DETALLE DE GARGOLA ESCALA: 1/10 5 ACABADO: PISO DE CEM. PUL. TUB. FIERRO GALV. d4" NPT±70.15 PATIO VA 2 d1/4" 3 FE°d3/8" 5 F PLANTA-ARQUITECTURA E PLANTA-CIMENTACION-ESTRUCTURAS 1d3/8"@.20 1d3/8"@.20 3 FE°d3/8" POLEA 1/2" 5 POLEA 1/2" ELEVACION DE GARGOLA 2d1/4" = = 1cm.x.5cm. 1.5" PLANTA L= 4.80 (TICERO) para PIZARRA AULAS L= 4.60 (TICERO) para PIZARRA LABORATORIOS .05 .05 SOPORTE METAL MECANISMO DE IZAJE 1 DETALLE ASTA DE BANDERA ESCALA: 1/25 CORTE-F CORTE-E CORTE-CIMENTACION-ESTRUCTURAS ESC.:1/2 ESC.:1/2 .15 .40 <> .10 5 .05 .04 5 5 5 5 .05 .05 .10 .05 TUBO DE FIERRO GALV. d3" TUBO DE FIERRO GALV. d4" TUBO DE FIERRO GALV. d4" TUBO DE FIERRO GALV. d3" TUBO DE FIERRO GALV. d2" 5 5 5 5 F'c=175Kg/cm2 CONCRETO MONOLITICO fc' = 140 Kg/cm2 5 5 5 5 5 PATIO PATIO PATIO 5 5 5 5 5 5 5 5 5 5 5 GANCHO PARA CUERDA 4" BRUÑA 1/4"x1/4" 5 5/8" 2.1/2" AGUJERO PASANTE d5/16" AGUJERO PASANTE d5/8" Y TAPONEAR CON MADERA

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Wood
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	anchoring, autocad, BAR, construction, construction details section, cut construction details, DETAIL, details, downspouts, DWG, educational institution buildings, installation, sample, school, stormwater