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RAPHAEL SOBRAL
13 - Arquiteto
2007-08-21T12:17:49
13 - Arquiteto [Modo de Compatibilidade] - Microsoft Word
2015-07-24T07:49:38-03:00
2015-07-24T07:49:38-03:00
Gnostice PDFtoolkit V2.02
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(8)Tj
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309 36.75 0.75 11.25 re
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/TT0 9.75 Tf
309 39 Td
( )Tj
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(44.)Tj
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( )Tj
0.0286 Tc -0.2806 Tw 5.25 0 Td
(Com rela\347\343o a coberturas, ass)Tj
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(inale a alternativa )Tj
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(incorr)Tj
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(:)Tj
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( )Tj
-233.25 -9.75 Td
( )Tj
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(A\))Tj
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( )Tj
0.1119 Tc -0.471 Tw 6.75 0 Td
(a empena pode tamb\351m ser chamada de oit\343o.)Tj
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( )Tj
0 Tw -204.75 -10.5 Td
(B\))Tj
-0.252 Tw ( )Tj
0.0613 Tc -0.3133 Tw 15.75 0 Td
(nas coberturas, quando \351 utilizado um forro tabuado sobreposto aos ca\
)Tj
0.252 Tc 0 Tw 285 0 Td
(i)Tj
0.0809 Tc -0.3329 Tw (bros, ele \351 chamado de guarda)Tj
0.003 Tc 0 Tw (-)Tj
0.33 Tc 129.75 0 Td
(p\363.)Tj
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( )Tj
0.1275 Tc 0 Tw -442.5 -10.5 Td
(C\))Tj
0 Tc -0.252 Tw ( )Tj
0.1334 Tc -0.5354 Tw 15.75 0 Td
(rinc\343o \351 o mesmo que espig\343o.)Tj
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( )Tj
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(D\))Tj
0 Tc -0.252 Tw ( )Tj
0.092 Tc 0.406 Tw 15.75 0 Td
(a tacani\347a \351 o nome dado \340s \341guas de \341rea trian)Tj
0.0942 Tc 0.4038 Tw (gular entre os e)Tj
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(s)Tj
0.0764 Tc 0.2341 Tw (pig\365es de telhados de tr\352s, quatro ou mais )Tj
0.247 Tc 0 Tw -268.5 -9.75 Td
(\341guas.)Tj
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( )Tj
-42.75 -10.5 Td
( )Tj
0.33 Tc 0 Tw -18 -10.5 Td
(45.)Tj
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( )Tj
0.0176 Tc 2.1304 Tw 5.25 0 Td
(Dos fatores abaixo aquele que )Tj
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(n\343o)Tj
0 Tc -0.252 Tw 15 0 Td
( )Tj
-0.0807 Tc 2.8287 Tw 5.25 0 Td
(deve fazer parte dos procedimentos de hom)Tj
0.246 Tc 0 Tw 191.25 0 Td
(o)Tj
-0.0261 Tc 1.8366 Tw (geneiza\347\343o de valores na )Tj
0.0816 Tc -0.3336 Tw -349.5 -10.5 Td
(avalia\347\343o de im\363veis urbanos \351:)Tj
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( )Tj
-129 -10.5 Td
( )Tj
-0.75 Tc 0 Tw 0 -9.75 TD
(A\))Tj
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( )Tj
0.105 Tc -0.357 Tw 6.75 0 Td
(Redu\347\343o do pre\347o \340 vista.)Tj
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( )Tj
0 Tw -120 -10.5 Td
(B\))Tj
-0.252 Tw ( )Tj
0.0088 Tc -0.2607 Tw 15.75 0 Td
(Lista de valores obtidos com)Tj
0 Tc -0.252 Tw 114.75 0 Td
( )Tj
0.071 Tc -0.323 Tw (at\351 tr\352s anos de diferen\347a da \351poca da tra)Tj
0.246 Tc 0 Tw (n)Tj
0.206 Tc 176.25 0 Td
(sa\347\343o.)Tj
0 Tc -0.252 Tw 26.25 0 Td
[( )-167( )]TJ
0.1275 Tc 0 Tw -333 -10.5 Td
(C\))Tj
0 Tc -0.252 Tw ( )Tj
0.0757 Tc -0.3277 Tw 15.75 0 Td
(C\341lculo do fator de transposi\347\343o.)Tj
0 Tc -0.252 Tw 132 0 Td
( )Tj
0.1275 Tc 0 Tw -147.75 -10.5 Td
(D\))Tj
0 Tc -0.252 Tw ( )Tj
0.0617 Tc -0.3137 Tw 15.75 0 Td
(Corre\347\343o de elasticidade da informa\347\343o pelo fator de fonte.)Tj
0 Tc -0.252 Tw 237 0 Td
( )Tj
-252.75 -10.5 Td
[( )-3500( )]TJ
0.33 Tc 0 Tw -18 -9.75 Td
(46.)Tj
0 Tc -0.252 Tw 12.75 0 Td
( )Tj
0.0408 Tc -0.2928 Tw 5.25 0 Td
(O significado de "profundidade equivalente" na avalia\347\343o de um l)Tj
0.246 Tc 0 Tw 260.25 0 Td
(o)Tj
0.1845 Tc -0.4365 Tw (te \351:)Tj
0 Tc -0.252 Tw 21.75 0 Td
( )Tj
-282 -10.5 Td
( )Tj
-0.75 Tc 0 Tw 0 -10.5 TD
(A\))Tj
0 Tc -0.252 Tw 9 0 Td
( )Tj
0.0813 Tc -0.3333 Tw 8.25 0 Td
(divis\343o da \341rea do terreno pelo valo)Tj
0.0663 Tc -0.3183 Tw (r da frente de refer\352ncia.)Tj
0 Tc -0.252 Tw 241.5 0 Td
( )Tj
0 Tw -258.75 -10.5 Td
(B\))Tj
-0.252 Tw ( )Tj
0.0832 Tc -0.429 Tw 17.25 0 Td
(profundidade m\341xima recomendada para um lote em uma reg)Tj
0.252 Tc 0 Tw 247.5 0 Td
(i)Tj
0.33 Tc (\343o.)Tj
0 Tc -0.252 Tw 14.25 0 Td
( )Tj
0.1275 Tc 0 Tw -279 -10.5 Td
(C\))Tj
0 Tc -0.252 Tw ( )Tj
0.0779 Tc -0.4236 Tw 17.25 0 Td
(profundidade m\355nima recomendada para um lote em uma reg)Tj
0.252 Tc 0 Tw (i)Tj
0.33 Tc 247.5 0 Td
(\343o.)Tj
0 Tc -0.252 Tw 12 0 Td
( )Tj
0.1275 Tc 0 Tw -276.75 -9.75 Td
(D\))Tj
0 Tc -0.252 Tw ( )Tj
0.0724 Tc -0.3244 Tw 17.25 0 Td
(divis\343o da \341rea do terreno pelo valor da frente efetiva.)Tj
0 Tc -0.252 Tw 216 0 Td
( )Tj
-233.25 -10.5 Td
( )Tj
0.33 Tc 0 Tw -18 -10.5 Td
(47.)Tj
0 Tc -0.252 Tw 12.75 0 Td
( )Tj
0.0526 Tc 1.9454 Tw 5.25 0 Td
(No AutoCAD, para encontrar)Tj
0.003 Tc 0 Tw (-)Tj
0.1406 Tc 1.8574 Tw (se pontos determinados d)Tj
0.0244 Tc 1.5986 Tw 235.5 0 Td
(as entidades, numa localiza\347\343o exata, proporcionando )Tj
0.0367 Tc -0.2887 Tw -235.5 -10.5 Td
(precis\343o ao desenho, utilizam)Tj
0.003 Tc 0 Tw 120 0 Td
(-)Tj
0.1641 Tc -0.5661 Tw 2.25 0 Td
(se as fun\347\365es ou modos do:)Tj
0 Tc -0.252 Tw 112.5 0 Td
( )Tj
-234.75 -10.5 Td
( )Tj
-0.75 Tc 0 Tw 0 -9.75 TD
(A\))Tj
0 Tc -0.252 Tw 9 0 Td
( )Tj
-0.0018 Tc 0 Tw 6.75 0 Td
(LINE.)Tj
0 Tc -0.252 Tw ( )Tj
0 Tw -15.75 -10.5 Td
(B\))Tj
-0.252 Tw ( )Tj
-0.0015 Tc 0 Tw 15.75 0 Td
(PAN.)Tj
0 Tc -0.252 Tw ( )Tj
0.1275 Tc 0 Tw -15.75 -10.5 Td
(C\))Tj
0 Tc -0.252 Tw ( )Tj
-0.1685 Tc 0 Tw 15.75 0 Td
(OSNAP.)Tj
0 Tc -0.252 Tw 33.75 0 Td
( )Tj
0.1275 Tc 0 Tw -49.5 -10.5 Td
(D\))Tj
0 Tc -0.252 Tw ( )Tj
0.0504 Tc 0 Tw 15.75 0 Td
(UNDO.)Tj
0 Tc -0.252 Tw ( )Tj
-15.75 -10.5 Td
( )Tj
0.33 Tc 0 Tw -18 -9.75 Td
(48.)Tj
0 Tc -0.252 Tw 12.75 0 Td
( )Tj
-0.0402 Tc 1.1215 Tw 5.25 0 Td
(O AutoCAD permite definir v\341rias camadas de desenho. Estas permitem q\
ue o projeto global de um edif\355cio seja )Tj
0.0257 Tc 0.0973 Tw 0 -10.5 TD
(feito num \372)Tj
-0.0018 Tc 0.2498 Tw 45.75 0 Td
(nico arquivo, incluindo topografia, arquitetura, estrutura , instala\347\
\365es, etc. Essas camadas \(ou n\355veis de )Tj
0.0667 Tc -0.3187 Tw -45.75 -10.5 Td
(trabalho\) s\343o gerenciadas atrav\351s do comando:)Tj
0 Tc -0.252 Tw 190.5 0 Td
( )Tj
-190.5 -10.5 Td
( )Tj
-0.75 Tc 0 Tw T*
(A\))Tj
0 Tc -0.252 Tw 9 0 Td
( )Tj
-0.0435 Tc 0 Tw 6.75 0 Td
(EDGES.)Tj
0 Tc -0.252 Tw ( )Tj
0 Tw -15.75 -9.75 Td
(B\))Tj
-0.252 Tw ( )Tj
-0.0737 Tc 0 Tw 15.75 0 Td
(LAYERS.)Tj
0 Tc -0.252 Tw 38.25 0 Td
( )Tj
0.1275 Tc 0 Tw -54 -10.5 Td
(C\))Tj
0 Tc -0.252 Tw ( )Tj
-0.0021 Tc 0 Tw 15.75 0 Td
(PLINES.)Tj
0 Tc -0.252 Tw ( )Tj
0.1275 Tc 0 Tw -15.75 -10.5 Td
(D\))Tj
0 Tc -0.252 Tw ( )Tj
-0.002 Tc 0 Tw 15.75 0 Td
(LINES.)Tj
0 Tc -0.252 Tw ( )Tj
-15.75 -10.5 Td
( )Tj
0.33 Tc 0 Tw -18 -10.5 Td
(49.)Tj
0 Tc -0.252 Tw 12.75 0 Td
( )Tj
0.0068 Tc 0.4162 Tw 5.25 0 Td
(No AutoCAD, o comando que permite criar uma c\363pia deslocada \(paralel\
a\))Tj
0 Tc -0.252 Tw ( )Tj
0.0434 Tc -0.2954 Tw (de um objeto previamente selecionado, )Tj
0.0657 Tc -0.3177 Tw 0 -9.75 TD
(com deslocamento especificado atrav\351s de uma dist\342ncia ou ponto, \351\
o:)Tj
0 Tc -0.252 Tw 288 0 Td
( )Tj
-288 -10.5 Td
( )Tj
-0.75 Tc 0 Tw 0 -10.5 TD
(A\))Tj
0 Tc -0.252 Tw 9 0 Td
( )Tj
-0.0845 Tc 0 Tw 6.75 0 Td
(ARRAY.)Tj
0 Tc -0.252 Tw 33.75 0 Td
( )Tj
0 Tw -49.5 -10.5 Td
(B\))Tj
-0.252 Tw ( )Tj
0 Tw 15.75 0 Td
(REDO.)Tj
-0.252 Tw ( )Tj
0.1275 Tc 0 Tw -15.75 -10.5 Td
(C\))Tj
0 Tc -0.252 Tw ( )Tj
-0.0845 Tc 0 Tw 15.75 0 Td
(PEDIT.)Tj
0 Tc -0.252 Tw 29.25 0 Td
( )Tj
0.1275 Tc 0 Tw -45 -9.75 Td
(D\))Tj
0 Tc -0.252 Tw ( )Tj
0.0347 Tc 0 Tw 15.75 0 Td
(OFFSET.)Tj
0 Tc -0.252 Tw ( )Tj
-15.75 -10.5 Td
( )Tj
0.33 Tc 0 Tw -18 -10.5 Td
(50.)Tj
0 Tc -0.252 Tw 12.75 0 Td
( )Tj
-0.0141 Tc 0.9068 Tw 5.25 0 Td
(No AutoCAD, quando se executa um desenho introduzindo os pontos com base\
no vetor que une o \372ltimo ponto )Tj
0.0793 Tc 0.1687 Tw T*
(dado e o pon)Tj
0.0372 Tc 0.3108 Tw 54.75 0 Td
(to que se quer introduzir, informando)Tj
0.003 Tc 0 Tw (-)Tj
0.0431 Tc 0.2674 Tw 152.25 0 Td
(se o m\363dulo desse vetor \(dist\342ncia\) e o \342ngulo que esse forma\
)Tj
0.0619 Tc -0.3139 Tw -207 -10.5 Td
(com o eixo horizontal, se est\341 utilizando a coordenada: )Tj
0 Tc -0.252 Tw 222 0 Td
( )Tj
-222 -9.75 Td
( )Tj
-0.75 Tc 0 Tw T*
(A\))Tj
0 Tc -0.252 Tw 9 0 Td
( )Tj
0.0644 Tc -0.3164 Tw 6.75 0 Td
(relativa cartesiana.)Tj
0 Tc -0.252 Tw 75.75 0 Td
( )Tj
0 Tw -91.5 -10.5 Td
(B\))Tj
-0.252 Tw ( )Tj
0.0336 Tc -0.2856 Tw 15.75 0 Td
(absoluta polar.)Tj
0 Tc -0.252 Tw ( )Tj
0.1275 Tc 0 Tw -15.75 -10.5 Td
(C\))Tj
0 Tc -0.252 Tw ( )Tj
0.0703 Tc -0.3223 Tw 15.75 0 Td
(relativa polar.)Tj
0 Tc -0.252 Tw 54 0 Td
( )Tj
0.1275 Tc 0 Tw -69.75 -10.5 Td
(D\))Tj
0 Tc -0.252 Tw ( )Tj
0.0381 Tc -0.2901 Tw 15.75 0 Td
(relativa retangular. )Tj
0 Tc -0.252 Tw ( )Tj
-15.75 -9.75 Td
( )Tj
T*
( )Tj
231.75 -10.5 Td
( )Tj
1 0 0 rg
/TT1 12 Tf
0.545 Tc 0 Tw 66.255 -165.75 Td
(\r\n)Tj
ET
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1 0 0 1 219.625 8.7720337 cm
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0 Tc /Fm0 Do
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221.125 10.272 m
372.4611 10.272 l
372.4611 22.368 l
221.125 22.368 l
221.125 10.272 l
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0.2895 Tw 75 39 Td
( )Tj
ET
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303.75 36.75 5.25 11.25 re
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W n
BT
/TT0 9.75 Tf
-0.171 Tc 0 Tw 303.75 39 Td
(7)Tj
ET
Q
q
309 36.75 0.75 11.25 re
h
W n
BT
/TT0 9.75 Tf
309 39 Td
( )Tj
ET
Q
BT
/TT0 9 Tf
0.33 Tc 0 Tw 57 777.75 Td
(37.)Tj
0 Tc -0.252 Tw 12.75 0 Td
( )Tj
-0.0376 Tc 1.0356 Tw 5.25 0 Td
(De acordo com a NBR 13752/96, "A pe\347a na qual o perito, profissional \
habilitado, relata o que observou e d\341 as )Tj
0.0586 Tc -0.3106 Tw 0 -9.75 TD
(suas conclus\365es ou avalia fundamentadamente o valor de coisas ou dire\
itos" \351 chamada de:)Tj
0 Tc -0.252 Tw 369.75 0 Td
( )Tj
-369.75 -10.5 Td
( )Tj
-0.75 Tc 0 Tw 0 -10.5 TD
(A\))Tj
0 Tc -0.252 Tw 9 0 Td
( )Tj
0.1383 Tc 0 Tw 6.75 0 Td
(vistoria.)Tj
0 Tc -0.252 Tw 30.75 0 Td
( )Tj
0 Tw -46.5 -10.5 Td
(B\))Tj
-0.252 Tw ( )Tj
0.164 Tc 0 Tw 15.75 0 Td
(laudo.)Tj
0 Tc -0.252 Tw 24.75 0 Td
( )Tj
0.1275 Tc 0 Tw -40.5 -10.5 Td
(C\))Tj
0 Tc -0.252 Tw ( )Tj
0.0816 Tc -0.3336 Tw 15.75 0 Td
(medida cautelar.)Tj
0 Tc -0.252 Tw 69 0 Td
( )Tj
0.1275 Tc 0 Tw -84.75 -9.75 Td
(D\))Tj
0 Tc -0.252 Tw ( )Tj
0.0611 Tc -0.3131 Tw 15.75 0 Td
(per\355cia. )Tj
0 Tc -0.252 Tw ( )Tj
-15.75 -10.5 Td
( )Tj
0.33 Tc 0 Tw -18 -10.5 Td
(38.)Tj
0 Tc -0.252 Tw 12.75 0 Td
( )Tj
0.0157 Tc 0.0481 Tw 5.25 0 Td
("Abaulamento" \351 o nome gen\351rico das deforma\347\365es das pe\347as\
de madeira. Aquele no qual a pe\347a entorta sem sair )Tj
0.0632 Tc -0.3152 Tw T*
(do plano, flexionando)Tj
0.003 Tc 0 Tw (-)Tj
0.1304 Tc -0.4895 Tw 88.5 0 Td
(se no sentido da largura, \351 chamado de:)Tj
0 Tc -0.252 Tw 161.25 0 Td
( )Tj
-249.75 -10.5 Td
( )Tj
-0.75 Tc 0 Tw 0 -9.75 TD
(A\))Tj
0 Tc -0.252 Tw 9 0 Td
( )Tj
0.0431 Tc -0.0932 Tw 6.75 0 Td
(dobramento. )Tj
0 Tc 0 Tw ( \
)Tj
ET
q
518.25 662.25 59.25 11.25 re
h
W n
BT
/TT0 9 Tf
-0.002 Tw 518.25 664.5 Td
( )Tj
ET
Q
BT
/TT0 9 Tf
75 654 Td
(B\))Tj
-0.252 Tw ( )Tj
0.1541 Tc 0 Tw 15.75 0 Td
(rota\347\343o.)Tj
0 Tc -0.252 Tw 32.25 0 Td
( )Tj
0.1275 Tc 0 Tw -48 -10.5 Td
(C\))Tj
0 Tc -0.252 Tw ( )Tj
0.0339 Tc -0.2859 Tw 15.75 0 Td
(tors\343o. )Tj
0 Tc -0.252 Tw ( )Tj
0.1275 Tc 0 Tw -15.75 -10.5 Td
(D\))Tj
0 Tc -0.252 Tw ( )Tj
0.0884 Tc 0 Tw 15.75 0 Td
(arqueadura.)Tj
0 Tc -0.252 Tw 48.75 0 Td
( )Tj
-64.5 -10.5 Td
( )Tj
0.33 Tc 0 Tw -18 -9.75 Td
(39.)Tj
0 Tc -0.252 Tw 12.75 0 Td
( )Tj
0.0405 Tc -0.2925 Tw 5.25 0 Td
(Uma das regras b\341sicas para evitar fissura)Tj
0.1156 Tc -0.4926 Tw (s no concreto, ap\363s ser endurecimento \351:)Tj
0 Tc -0.252 Tw 336.75 0 Td
( )Tj
-336.75 -10.5 Td
( )Tj
-0.75 Tc 0 Tw 0 -10.5 TD
(A\))Tj
0 Tc -0.252 Tw 9 0 Td
( )Tj
0.0658 Tc -0.3178 Tw 6.75 0 Td
(produzir misturas n\343o densas.)Tj
0 Tc -0.252 Tw 120.75 0 Td
( )Tj
0 Tw -136.5 -10.5 Td
(B\))Tj
-0.252 Tw ( )Tj
0.056 Tc -0.308 Tw 15.75 0 Td
(vibrar o m\341ximo por ponto, na menor quantidade de pontos poss\355vel.\
)Tj
0 Tc -0.252 Tw 274.5 0 Td
( )Tj
0.1275 Tc 0 Tw -290.25 -10.5 Td
(C\))Tj
0 Tc -0.252 Tw ( )Tj
0.0624 Tc -0.4081 Tw 15.75 0 Td
(usar agregado com o maior tamanho m\341ximo poss\355vel. )Tj
0 Tc -0.252 Tw ( )Tj
0.1275 Tc 0 Tw -15.75 -9.75 Td
(D\))Tj
0 Tc -0.252 Tw ( )Tj
0.0671 Tc -0.3191 Tw 15.75 0 Td
(usar o m\341ximo poss\355vel a desempenadeira no acabamento.)Tj
0 Tc -0.252 Tw 238.5 0 Td
( )Tj
-254.25 -10.5 Td
( )Tj
0.33 Tc 0 Tw -18 -10.5 Td
(40.)Tj
0 Tc -0.252 Tw 12.75 0 Td
( )Tj
0.0686 Tc -0.3206 Tw 5.25 0 Td
(Sobre o u)Tj
0.051 Tc -0.2197 Tw (so de pedras na arquitetura colonial, assinale a alternativa )Tj
0.186 Tc 0 Tw 274.5 0 Td
(inco)Tj
0.003 Tc (r)Tj
-0.3142 Tc (reta)Tj
-0.252 Tc 35.25 0 Td
(.)Tj
0 Tc -0.252 Tw ( )Tj
-309.75 -10.5 Td
[( )-3500( )]TJ
-0.75 Tc 0 Tw 0 -16.5 TD
(A\))Tj
0 Tc -0.252 Tw 9 0 Td
( )Tj
-0.0035 Tc 3.2336 Tw 8.25 0 Td
(o seu uso no processo "cangicado" consiste em utilizar pedras de diferen\
tes dimens\365es, as menores)Tj
0 Tc -0.252 Tw ( )Tj
0.0336 Tc -0.2856 Tw 0.75 -9.75 Td
(arrematando os espa\347os e)Tj
0.246 Tc 0 Tw 107.25 0 Td
(n)Tj
0.1336 Tc -0.7606 Tw (tre as maiores.)Tj
0 Tc -0.252 Tw 63.75 0 Td
( )Tj
0 Tw -189 -10.5 Td
(B\))Tj
-0.252 Tw ( )Tj
0.0572 Tc -0.3092 Tw 17.25 0 Td
(o seu uso em "ensilharia" consiste em cort\341)Tj
0.003 Tc 0 Tw 175.5 0 Td
(-)Tj
0.0855 Tc -0.3375 Tw 2.25 0 Td
(la em paralelep\355pedos.)Tj
0 Tc -0.252 Tw 90.75 0 Td
( )Tj
0.1275 Tc 0 Tw -285.75 -10.5 Td
(C\))Tj
0 Tc -0.252 Tw ( )Tj
0.0604 Tc -0.3124 Tw 17.25 0 Td
(quando a pedra \351 utilizada nas vergas, ela \351 preferencialmente tra\
balh)Tj
0.246 Tc 0 Tw 282 0 Td
(a)Tj
0.0848 Tc -0.3368 Tw (da em cantaria, e n\343o em lancil.)Tj
0 Tc -0.252 Tw 132.75 0 Td
( )Tj
0.1275 Tc 0 Tw -432 -10.5 Td
(D\))Tj
0 Tc -0.252 Tw ( )Tj
0.0922 Tc -0.4067 Tw 17.25 0 Td
(quando s\343o utilizadas grandes lajes de pedra no cal\347amento das via\
s, o si)Tj
0 Tc 0 Tw 297 0 Td
(s)Tj
0.0206 Tc -0.2726 Tw 5.25 0 Td
(tema \351 chamado de "capistrana".)Tj
0 Tc -0.252 Tw 131.25 0 Td
( )Tj
-450.75 -10.5 Td
( )Tj
0.33 Tc 0 Tw -18 -9.75 Td
(41.)Tj
0 Tc -0.252 Tw 12.75 0 Td
( )Tj
0.0813 Tc -0.3333 Tw 5.25 0 Td
(Com rela\347\343o a quest\343o)Tj
0 Tc -0.252 Tw ( )Tj
0.0204 Tc -0.1224 Tw (das estruturas, assinale a alternativa )Tj
0.0267 Tc 0 Tw 244.5 0 Td
(incorreta)Tj
-0.252 Tc 36 0 Td
(:)Tj
0 Tc -0.252 Tw 1.5 0 Td
( )Tj
-282 -10.5 Td
( )Tj
-0.75 Tc 0 Tw 0 -10.5 TD
(A\))Tj
0 Tc -0.252 Tw 9 0 Td
( )Tj
0.0556 Tc -0.3076 Tw 6.75 0 Td
(quando a constru\347\343o tem estrutura em madeira, os esteios constitue\
m os c)Tj
0.246 Tc 0 Tw (u)Tj
0.123 Tc (nhais.)Tj
0 Tc -0.252 Tw 329.25 0 Td
( )Tj
0 Tw -345 -10.5 Td
(B\))Tj
-0.252 Tw ( )Tj
0.0852 Tc -0.5247 Tw 15.75 0 Td
(as madres s\343o pe\347as colocadas verticalmente para dar marc)Tj
0.246 Tc 0 Tw (a)Tj
0.0686 Tc -0.3206 Tw (\347\343o est\351tica nas obras, \340 fei\347\343o de pilastras.)Tj
0 Tc -0.252 Tw 426 0 Td
( )Tj
0.1275 Tc 0 Tw -441.75 -10.5 Td
(C\))Tj
0 Tc -0.252 Tw ( )Tj
0.1074 Tc 1.6406 Tw 15.75 0 Td
(as aspas francesas )Tj
0.1776 Tc 2.3204 Tw 88.5 0 Td
(s\343o elementos que visam a melhorar os panos de v)Tj
0.246 Tc 0 Tw 231.75 0 Td
(e)Tj
0.0193 Tc 2.1287 Tw (da\347\343o, aliviando o peso nos )Tj
0.1236 Tc 0 Tw -320.25 -9.75 Td
(baldrames.)Tj
0 Tc -0.252 Tw 44.25 0 Td
( )Tj
0.1275 Tc 0 Tw -60 -10.5 Td
(D\))Tj
0 Tc -0.252 Tw ( )Tj
0.0567 Tc -0.3086 Tw 15.75 0 Td
(os cunhais da arquitetura colonial brasileira ressaltam da parede, da)Tj
0.246 Tc 0 Tw 273 0 Td
(n)Tj
0.1429 Tc -0.6449 Tw (do marca\347\343o do volume.)Tj
0 Tc -0.252 Tw 103.5 0 Td
( )Tj
-392.25 -10.5 Td
( )Tj
0.33 Tc 0 Tw -18 -10.5 Td
(42.)Tj
0 Tc -0.252 Tw 12.75 0 Td
( )Tj
0.0456 Tc -0.2142 Tw 5.25 0 Td
(Com rela\347\343o aos forros na arquitetura, assinale a alternativa )Tj
0.0267 Tc 0 Tw 243.75 0 Td
(incorreta)Tj
-0.252 Tc 36 0 Td
(:)Tj
0 Tc -0.252 Tw 1.5 0 Td
( )Tj
-281.25 -10.5 Td
( )Tj
-0.75 Tc 0 Tw 0 -9.75 TD
(A\))Tj
0 Tc -0.252 Tw 9 0 Td
( )Tj
0.1008 Tc -0.4682 Tw 6.75 0 Td
(os forros em taquara s\343o feitos com a coloca\347\343o de t\341buas no\
mesmo pl)Tj
0.246 Tc 0 Tw (a)Tj
0.1505 Tc -0.4025 Tw 295.5 0 Td
(no, topo a topo.)Tj
0 Tc -0.252 Tw 62.25 0 Td
( )Tj
0 Tw -373.5 -10.5 Td
(B\))Tj
-0.252 Tw ( )Tj
0.0313 Tc 4.0292 Tw 15.75 0 Td
(os forros em gamela comp\365em)Tj
0.003 Tc 0 Tw 142.5 0 Td
(-)Tj
0.1106 Tc 3.8561 Tw 2.25 0 Td
(se de cinco pain\351is, dos quais quatro s\343o inclin)Tj
0.246 Tc 0 Tw (a)Tj
0.0129 Tc 4.2351 Tw 228.75 0 Td
(dos, trapezoidais,)Tj
0 Tc -0.252 Tw ( )Tj
0.0768 Tc -0.3288 Tw -373.5 -10.5 Td
(correspondendo aos lados do c\364modo, e o quinto \351 r)Tj
0.246 Tc 0 Tw (e)Tj
0.0872 Tc -0.3392 Tw 216 0 Td
(gular e de n\355vel.)Tj
0 Tc -0.252 Tw 63.75 0 Td
( )Tj
0.1275 Tc 0 Tw -295.5 -10.5 Td
(C\))Tj
0 Tc -0.252 Tw ( )Tj
0 Tw 15.75 0 Td
(forr)Tj
0.1069 Tc -0.4527 Tw (os em "gamela" ou "masseira" s\343o a mesma coisa.)Tj
0 Tc -0.252 Tw 216.75 0 Td
( )Tj
0.1275 Tc 0 Tw -232.5 -10.5 Td
(D\))Tj
0 Tc -0.252 Tw ( )Tj
0.0575 Tc -0.3777 Tw 15.75 0 Td
(os forros muitas vezes usam a pintura faiscada, que consiste na im)Tj
0.252 Tc 0 Tw 268.5 0 Td
(i)Tj
0.0741 Tc -0.3261 Tw (ta\347\343o de pedra.)Tj
0 Tc -0.252 Tw 64.5 0 Td
( )Tj
-348.75 -9.75 Td
( )Tj
0.33 Tc 0 Tw -18 -10.5 Td
(43.)Tj
0 Tc -0.252 Tw 12.75 0 Td
( )Tj
0.122 Tc -0.4573 Tw 5.25 0 Td
(No desenho a seguir, o nome da pe\347a "a" \351?)Tj
0 Tc -0.252 Tw 179.25 0 Td
( )Tj
-179.25 -10.5 Td
( )Tj
0 -10.5 TD
( )Tj
T*
( )Tj
0 -9.75 TD
( )Tj
0 -10.5 TD
( )Tj
T*
( )Tj
T*
( )Tj
-0.75 Tc 0 Tw T*
(A\))Tj
0 Tc -0.252 Tw 9 0 Td
( )Tj
0.2964 Tc 0 Tw 6.75 0 Td
(nabo.)Tj
0 Tc -0.252 Tw 22.5 0 Td
( )Tj
0 Tw -38.25 -9.75 Td
(B\))Tj
-0.252 Tw ( )Tj
0.1373 Tc 0 Tw 15.75 0 Td
(baldrame.)Tj
0 Tc -0.252 Tw 39.75 0 Td
( )Tj
0.1275 Tc 0 Tw -55.5 -10.5 Td
(C\))Tj
0 Tc -0.252 Tw ( )Tj
0.1406 Tc 0 Tw 15.75 0 Td
(cunhal.)Tj
0 Tc -0.252 Tw 29.25 0 Td
( )Tj
0.1275 Tc 0 Tw -45 -10.5 Td
(D\))Tj
0 Tc -0.252 Tw ( )Tj
0.0611 Tc -0.3131 Tw 15.75 0 Td
(frechal. )Tj
0 Tc -0.252 Tw ( )Tj
-15.75 -10.5 Td
( )Tj
T*
( )Tj
0 -9.75 TD
( )Tj
0 -10.5 TD
( )Tj
T*
( )Tj
T*
( )Tj
T*
( )Tj
0 -9.75 TD
( )Tj
0 -10.5 TD
( )Tj
ET
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108 0 0 -169.5 189.75 262.5 cm
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1 0 0 rg
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0.545 Tc 0 Tw 373.005 12 Td
(\r\n)Tj
ET
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1 0 0 1 219.625 8.7720337 cm
0 g
0 Tc /Fm0 Do
Q
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221.125 10.272 m
372.4611 10.272 l
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