PFUI Proponente AE130v015

April 12, 2019 | Author: Marina Dan Lourenço | Category: Mortar (Masonry), Septic Tank, Architectural Design, Building Technology, Building
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Description

 AE

130 015

Grau de sigilo #PÚBLICO

Proposta de Financiamento de Unidade Isolada Construção, Conclusão, Ampliação ou Melhoria/Reforma

PROPOSTA 1.08

Proponente

CP! Prop.

1.0

1.10

"eleone Prop. Pr op.

1.53

$espons%&el "'(ni(o ) $"

DENISE PEREIRA DE OLIVEIRA

1.5*

+,CA ,CA-C -C$EA -!

A96495-6

1.55

MS

CP! $"

035.493.281-09

1.5/

"eleone $"

67

99642-6661

Identii(ao do i2&el proposto 1.40

Endereo e6ata2e7nte (o2o (onsta na 2atr(ula do i2&el9

1.41

Co2ple2ento

1.43

CEP

1.44

Bairro

79750000 1.45 :uni(pio NOVA ANDRADINA 1.*5 -so do i2&el proposto; 1.*5.01 $esiden(ial

1.4/

-! MS

1.** 1.8*

1.*5.04

Co2er(ial

"ipo do i2&el proposto; 1.**.04 Casa  Aparta2ento  Aparta2ento 1.85 :atr(ula "erreno; &alor proposto

1.**.01

1.8/

Outro< espe(ii(ar; O(io

1.8= Co2ar(a NOVA ANDRADINA



:isto

1.*5.03

1.**.03

1.88

-! MS

DOCUMENTAÇÃO PARA ANLISE T!CNICA >o(u2entao B%si(a 44.01

Certido do i2&el e6pedida pelo Cartrio de $egistro Geral de I2&eis

>o(u2entao para A?uisio de "erreno e Construo 44.04

+o (aso de a?uisio de terreno< opo de (o2pra e &enda;

@alor proposto; $

 rea;

@alor unit%rio;

2

R" 0.00 2

>o(u2entao para ConstruoCon(luso$eor2aA2pliao 44.03 44.03.01 44.03.04

ODeto Proeto de ar?uitetura  Al&ar%li(ena de oDra oDra

Ftatus O #$%&'(% )$*+,('(,/% )#$%)% #'% $% /%#'('('  ',:' #)$) ) ,;'$)ata de &alidade; &alidade;

= #%'$> '$ )#$''()) )( ) #$,',$) ,;'$)e(larados pelo $espons%&el "'(ni(o "ipo de undao (o2pat&el (o2 as (ara(tersti(as do solo e da edii(ao. 44.0.04 I2per2eaDiliHao da undao< undao< de ali(er(es< Daldra2es e radiers< e2 todas as a(es ?ue tena2 (ontato (o2 o solo< para e&itar a o(orrJn(ia de u2idade as(endente. 44.0.03 I2per2eaDiliHao das 3 pri2eiras iadas de al&enaria< para e&itar a o(orrJn(ia de u2idade as(endente. 44.0.0* I2per2eaDiliHao de %reas K2idas Daneiros< (oHinas< sa(adas< la&anderia9. 44.0.05 +o utiliHao de al&enaria de &edao (o2 uno estrutural. 44.0.0/ Cinta de a2arrao e2 (on(reto ar2ado soDre todas as paredes portantes. 44.0.0= @ergas @ergas e2 todas as portas e anelas< (o2 apoio de no 2ni2o de 40 (2 (ontra&ergas e2 t odas as anelas (o2 &os a(i2a de 1 '$ )#$''()) )( ) #$,',$) ,;'$)e2oliSes Li2peHa do terreno Es(a&aSes 2e(Yni(as Es(a&aSes 2anuais Aterro e apiloa2ento Lo(ao da oDra !undaSes superi(iais !undaSes proundas I2per2eaDiliHao das undaSes

0.00 2X 2 2X 2X 2X 2 &D &D &D

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.00 1.00 1.00

1=.04.10 1=.04.11 1=.03

1=.03.0*

F-P$AEF"$-"-$A

0.00

1.00 1.00

1=.03.05 1=.03.0/ 1=.0* 1=.0*.01 1=.0*.04 1=.0*.03 1=.0*.0* 1=.0*.05 1=.0*.0/

PA$E>EF E PAI+EIF Al&enaria e2 tiolo urado Al&enaria e2 tiolo 2a(io Al&enaria e2 Dlo(o estrutural Paredes de (on(reto @ergas e (ontra&ergas de (on(reto

0.00 2 2 2 2 2

L)&' (,#% ($',$IAF Porta de entrada (o2pleta Portas internas (o2pleta Qanelas Bas(ulantes

(on (on 2 2

0.00

@I>$OF E PLF"ICOF Lisos !antasia "e2peradola2inado "iolo de &idro Pl%sti(os e a(rli(os

2 2 2 2 2

1=.05.05 1=.05.0/ 1=.05.0= 1=.05.08 1=.05.0 1=.0/ 1=.0/.01 1=.0/.04 1=.0/.03 1=.0/.0* 1=.0/.05

0.00

1=.0/.0/ 1=.0/.0= 1=.0/.08

0.00 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0

Portas ou anelas e2 todas as aDerturas de ?uartos< Daneiros e &os e6ternos. #%$(. C%#')) /%#. /% #$%(. /%($) /+#, '/F)+$) ) )$/) P)% #%$(. C%#')) /%#. /% #$%(. /%($) /+#, '/F)+$) ) )$/) P)% % *+)$(% '',)) ' )$-LICAF Ca&alete e idr2etro "uDulao de %gua ria "uDulao de %gua ?uente $eser&atrio de %gua ria E?uipa2ento a?ue(i2ento de %gua $eser&atrio de %gua ?uente

&D &D &D un un un

1.00 1.00 1.00

1.00

1=.15.08 1=.15.0 1=.15.10 1=.1/ 1=.1/.01 1=.1/.04 1=.1/.03 1=.1/.0* 1=.1/.05 1=.1/.0/

Fe utiliHado siste2a de a?ue(i2ento de %gua< inor2ar (ara(tersti(as< 2ar(a< 2odelo 0.00 $eser&atrio de %gua ria (apa(idade 2ni2a de 500 l.>es(re&er a soluo de drenage2 de %guas plu&iais do terreno ou ustii(ar a dispensa. 0.0 E PVC (,$' %+ ))/% 0.0 (6. de gordura (6. passage2 ossa s'pti(a su2idouro /. ' %$+$) 15 1680L 10600L 0.0 Capa(idade #/ )')$,) )')$,) )')$,) 0.0 :aterial

0.00 1.00 1.00 1.00 1.00

1=.1/.0= 1=.1/.08 1=.1=

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.00 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

1.00

I+F"ALAW[EF >E EFGO"O E G-AF PL-@IAIF

0.00 &D un un un

1.00

1=.1=.0*

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0.00 0.00 0.00 0.00

1=.1=.05

$ede de drenage2 do lote

&D

1.00

0.00

1=.1=.01 1=.1=.04 1=.1=.03

0.00 0.00

1=.1=.0/ 1=.1=.0= 1=.18 1=.18.01 1=.18.04 1=.18.03 1=.18.0* 1=.18.05 1=.18.0/ 1=.18.0= 1=.18.08

LO-WAF E :E"AIF @asos sanit%rios La&atrios Pia de CoHina Ban(adas "an?ue "orneiras e registros

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130 015

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Par(ela)08

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Fp V

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Fp V

Fp V

Fp V

Fp V

20.0 40.0

10.0 10.0

A( V

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0.00 0.00

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0.00 0.00

+ de &istoriaspar(elas pre&istas

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18.01.0*

Par(ela)04

10.0 20.0 10.0 10.0

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100.0 100.0 100.0 0.0 10.0 0.0 10.0 50.0 0.0 0.0 40.0 0.0 0.0 10.0 10.0 40.0 10.0 0.0 0.0 0.0

0.00 0.00

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0.00 0.00 = S#  S,#' A/  A/++)%

10.0 40.0 35.0

20.0

10.0 10.0 20.0

A( V

100.0 100.0 100.0 100.0 50.0 0.0 *5.0 50.0 0.0 0.0 *0.0 0.0 0.0 40.0 40.0 40.0 30.0 0.0 0.0 0.0

0.00 0.00

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50.0 20.0 30.0

10.0 30.0 10.0

100.0 100.0 100.0 100.0 100.0 0.0 5.0 50.0 40.0 0.0 =0.0 0.0 0.0 30.0 40.0 50.0 *0.0 0.0 0.0 0.0

0.00 0.00

0.00 0.00

50.0

A( V

30.0

50.0 30.0 10.0 10.0

100.0 100.0 100.0 100.0 100.0 0.0 100.0 0.0 =0.0 0.0 100.0 0.0 0.0 30.0 =0.0 80.0 50.0 10.0 0.0 0.0

0.00 0.00

0.00 0.00

5.0 40.0 50.0

A( V

10.0 30.0

30.0 30.0 10.0 40.0 40.0

0.00 0.00

0.00 0.00

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