High Tank DWG Detail for AutoCAD

High Tank – Details – Concrete

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

engineering consulting projects, consulting internship, esc., Sasazaki, court, court, plant, stakes rental plant, lifting plant, hole, hole, court, holes, court, stop work, technical file, issuer, ass., date, of the issuer, to see., proj., des., record, leaf, released with, released to, released, ass., date, creates, approved by, date, released, ass., date, scale, conf. bought, for, of, preliminary, for, title, types of, kind, date, for knowledge, for, per, conf., canceled, pmro, indicated, high reservoir, shapes, esc. plot., data plotting, layers colors, feathers, colors for plotting, subtitle:, deforestation rate, nmáx., reinforced concrete stakes, dimensions in centimeter levels except where indicated. concrete: silica active at the ratio of the weight of cement should be added. steel average length of piles, grades:, lease of piles, stake, broken stakes, stake identification, relocated stake, in the stakes:

Raw text data extracted from CAD file:

Projetos & Consultorias de Engenharia CONSULTORIA E ENGENHARIA 1:50 ESC. 1 E X X G G \A1;20 \A1;260 \A1;20 \A1;20 \A1;140 \A1;140 \A1;140 \A1;140 \A1;20 \A1;600 \A1;300 \A1;600 \A1;300 \A1;80 \A1;20 \A1;100 \A1;20 \A1;80 \A1;10 \A1;280 \A1;20 \A1;240 \A1;50 \A1;540 \A1;150 \A1;50 \A1;1450 \A1;212.1 \A1;80 \A1;100 \A1;80 \A1;140 \A1;80 \A1;10 \A1;280 \A1;20 \A1;240 \A1;50 \A1;1223.7 \A1;216.2 \A1;179 \A1;149.6 \A1;127.6 \A1;112.6 \A1;104.3 \A1;102.8 \A1;108 \A1;119.9 \A1;138.7 \A1;164.7 \A1;198.3 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;100 \A1;23.7 \A1;110 \A1;20 \A1;100 \A1;20 \A1;110 \A1;70 \A1;50 \A1;10 \A1;10 \A1;205 \A1;20 \A1;175 \A1;20 \A1;20 \A1;R200 \A1;20 \A1;155.6 \A1;70.7 \A1;20 \A1;320 \A1;20 \A1;287.5 \A1;80 \A1;20 \A1;80 \A1;440 \A1;360 \A1;20 \A1;100 \A1;20 \A1;80 \A1;20 \A1;400 \A1;440 \A1;360 \A1;20 \A1;100 \A1;20 \A1;280 \A1;20 \A1;226.3 \A1;90 \A1;205 \A1;50 \A1;10 \A1;80 \A1;10 \A1;70 \A1;50 \A1;20 \A1;20 \A1;50 \A1;20 \A1;1280 \A1;280 \A1;20 \A1;100 \A1;20 \A1;280 \A1;20 \A1;240 \A1;540 \A1;140 \A1;20 \A1;20 \A1;20 \A1;20 \A1;60 \A1;60 \A1;30 \A1;60 \A1;60 \A1;30 \A1;30 \A1;70 \A1;50 \A1;70 \A1;50 \A1;50 \A1;260 \A1;50 \A1;20 \A1;260 \A1;20 \A1;20 \A1;140 \A1;140 \A1;140 \A1;140 \A1;20 \A1;600 \A1;300 1 2 3 4 5 6 7 8 9 10 -224.853327017604 -224.853327017604 -224.853327017604 -224.853327017604 -224.853327017604 -224.853327017604 -224.853327017604 -224.853327017604 -224.853327017604 -224.853327017604 -224.853327017604 B 1 N=7508055.15 E=198047.17 N A 2 1-R 6-R 9-R SASAZAKI SASAZAKI B A 1 2 3 4 5 6 7 8 9 10 CORTE A – A 1:50 CORTE B – B 1:50 PLANTA -VISTA SUPERIOR- 1:50 PLANTA DE LOCAÇÃO DAS ESTACAS 1:50 PLANTA ELEVAÇÃO 2,50 1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FURO d80mm 5 5 5 5 5 5 FURO d50mm 5 5 5 5 5 5 5 5 A B \A1;R1500 C C B A CORTE C – C 1:50 5 5 5 5 5 5 5 5 5 5 5 A B 5 5 5 5 5 5 5 5 5 5 5 5 b=20 b=20 b=20 5 +2.50 +2.00 +2.50 +2.00 FUROS d80mm 5 D D 5 5 5 5 5 5 5 CORTE D – D 1:50 5 B 1 N=7508055.15 E=198047.17 N A 2 B 1 A 2 B 1 A 2 5 5 5 5 5 5 5 B 1 A 2 5 5 5 5 5 5 B 1 A 2 5 5 5 5 5 1-R 6-R 9-R A A B B PARA EXECU%%199%%195O DA OBRA ARQUIVO TÉCNICO EMITENTE ASS. DATA N%%186 DO EMITENTE VER. PROJ. DES. REGISTRO FOLHA LIBERADO COM COMENT%%193RIOS LIBERADO PARA EMISS%%195O LIBERADO ASS. DATA CREA A N%%186 APROVADO POR DATA N%%195O LIBERADO ASS. DATA ESCALA REVIS%%195O F – CONF. COMPRADO E – PARA CONSTRU%%199%%195O DESCRI%%199%%195O DAS REVIS%%213ES A – PRELIMINAR B – PARA LIBERA%%199%%195O TÍTULO TIPOS DE EMISS%%195O REV.N%%186 TIPO DATA C – PARA CONHECIMENTO D – PARA COTA%%199%%195O POR G – CONF. CONSTRU%%205DO H – CANCELADO N%%186 PMRO INDICADA RESERVATÓRIO ELEVADO 3 / / / / / / / / PLANTAS-CORTES – FORMAS ESC. PLOT. 1:5 07 0.1 PJ-0564-E3-TR-DE-0565-0.dwg 05 06 03 04 0.4 0.5 0.8 0.3 DADOS P/ PLOTAGEM CORES DOS LAYERS 01 02 PENAS 0.6 0.2 7 7 7 7 7 CORES PARA PLOTAGEM 7 7 254 0.1 254 LEGENDA: COTA DE ARRASAMENTO +0,55m Nmáx. = 25tf 10 ESTACAS PRÉ-MOLDADAS DE CONCRETO ARMADO 1 – DIMENSÕES EM CENTÍMETRO E NÍVEIS EM METRO, EXCETO ONDE INDICADO. 2 – CONCRETO: fck >= 30MPa. DEVERÁ SER ADICIONADA SÍLICA ATIVA AO CONCRETO, NA PROPORÇÃO DE 8% DO PESO DE CIMENTO. 3 – AÇO CA-50 A 4 – COMPRIMENTO MÉDIO DAS ESTACAS 25m. NOTAS: LOCAÇÃO DAS ESTACAS ESTACA E1 N (m) E (m) E2 E3 E4 E5 E6 E7 E8 E9 E10 7508057,461 198045,130 7508056,899 198046,412 7508056,336 198047,694 7508055,773 198048,976 7508055,211 198050,258 7508055,081 198044,085 7508054,518 198045,367 7508053,955 198046,649 7508053,392 198047,931 7508052,830 198049,213 7508057,280 198045,543 E1-R 7508054,900 198044,498 E6-R 7508053,212 198048,343 E9-R 3 ESTACAS QUEBRADAS 0 IDENTIFICAÇÃO DE ESTACA 0-R ESTACA RELOCADA NAS ESTACAS: E.1/E.6/E.9