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PAR1 PAR3 PAR13
PAR9
V4
V3
PAR13
PAR9 Fundo Cisterna
Topo Cisterna
275
Corte A-A
escala 1:50
PAR13
PAR9
V4
V3 V2
V1
PAR8 PAR12
PAR8 PAR12 Fundo Cisterna
Topo Cisterna
275
Corte B-B
escala 1:50
PAR8 PAR12
PAR8 PAR12
PAR6
PAR5
PAR4 PAR6
PAR4
PAR11
PAR10 PAR11
PAR10
Fundo Cisterna
Topo Cisterna
275
Corte C-C
escala 1:50
PAR1
PAR4
V1
PAR1
PAR4 Fundo Cisterna
Topo Cisterna
275
Corte D-D
escala 1:50
PAR2
PAR7 PAR5
PAR2
PAR7 PAR5
Fundo Cisterna
Topo Cisterna
275
Corte E-E
escala 1:50
PAR2
PAR6 PAR2
PAR6 Fundo Cisterna
Topo Cisterna
275
Corte F-F
escala 1:50
PAR6 PAR3
V2
PAR6 PAR3 Fundo Cisterna
Topo Cisterna
275
Corte G-G
escala 1:50
L1
h=15
L2
h=15
e=-60
PAR4
PAR12
PAR3
PAR9
PAR5
PAR10
PAR6
PAR11
PAR7
PAR2
PAR1
PAR8
PAR13
Forma do Fundo Reservatório (Nível 90624)
escala 1:50
Lajes
Dados Sobrecarga (kgf/m²)
Nome Tipo Altura Elevação Nível Peso próprio Adicional Acidental Localizada
(cm) (cm) (cm) (kgf/m²)
L1 Maciça 15 0 90630 375 0 0 -
L2 Maciça 15 -60 90570 375 0 0 -
L3
h=12
V1 25x45 e=+24
V3
25x45
e=+24
V2 25x45 e=+24
V4
25x45
e=+24
PAR4
PAR12
PAR3
PAR9
PAR5
PAR10
PAR6
PAR11
PAR7
PAR2
PAR13
PAR8
PAR1
Forma do Topo Reservatório (Nível 90901)
escala 1:50
Vigas
Nome Seção Elevação Nível
(cm) (cm) (cm)
V1 25x45 24 90929
V2 25x45 24 90929
V3 25x45 24 90929
V4 25x45 24 90929
L3 Maciça 12 0 90905 300 150 100 -
Características dos materiais
fck Ecs
(kgf/cm²) (kgf/cm²)
250 241500
Legenda das vigas e paredes
Viga
Parede de concreto
127.5
90624
+6 Impermeabilização
90901
+6 Impermeabilização
B B
A A
D
D
E
E
F
F
G
G
C C
1065
540
160
140
265 640
B B
A A
D
D
E
E
F
F
G
G
C C
1065
540
160
140
265 640
162.5
162.5
90624
+6 Impermeabilização
90901
+6 Impermeabilização
90624
+6 Impermeabilização
90901
+6 Impermeabilização
90624
+6 Impermeabilização
90901
+6 Impermeabilização
90624
+6 Impermeabilização
90901
+6 Impermeabilização
90624
+6 Impermeabilização
90901
+6 Impermeabilização
90624
+6 Impermeabilização
90901
+6 Impermeabilização
A1
A1
PROPRIETÁRIO:
OBRA:
DESENHO:
ESCALA DO DESENHO:
ARQUIVO:
DATA:
GOVERNO DO ESTADO DO PARANÁ
MUNICÍPIO / NRE:
EST
INDICADA
11/20
DALTON RIVA
UNV COLÔNIA MALHADA
SÃO JOSÉ DOS PINHAIS / A.M. SUL
RESERVATORIO.EST.EX.001.FOR.R00
REFERÊNCIA:
RESERVATÓRIO DE DETENÇÃO:
FORMAS E CORTES
0105
PROTOCOLO:
14.814.963-1
ENDEREÇO:
-
AUTORA DO PROJETO | REGISTRO PROFISSIONAL:
DALTON RIVA DE PAULA
CREA-PR 86207/D
GOVERNO
DO ESTADO DO PARANÁ
FUNDEPAR
Instituto Paranaense
de Desenvolvimento Educacional
NOTAS IMPORTANTES
1 - PARA A BOA EXECUÇÃO DA ESTRUTURA CONSULTE SEMPRE TODOS OS
PROJETOS, VERIFICANDO AS MEDIDAS E INTERFERÊNCIAS NA OBRA;
2 - É DE RESPONSABILIDADE DOS EXECUTORES SEGUIR AS NORMAS VIGENTES
PARA UMA EXECUÇÃO ADEQUADA, GARANTINDO O PERFEITO FUNCIONAMENTO E
ESTABILIDADE DOS SISTEMAS PROJETADOS;
3 - A MONTAGEM E A DESMONTAGEM DAS FORMAS E ESCORAMENTOS DEVEM
SEGUIR AS NORMAS NR-18 - CONDIÇÕES E MEIO AMBIENTE DE TRABALHO NA
INDÚSTRIA DA CONSTRUÇÃO (COM ÊNFASE NO ITEM 18.9 - ESTRUTURAS DE
CONCRETO) E NBR 15.696:2009 - FÔRMAS E ESCORAMENTOS PARA ESTRUTURAS
DE CONCRETO - PROJETO, DIMENSIONAMENTO E PROCEDIMENTOS EXECUTIVOS
(COM ATENÇÃO AOS SUBITENS 6.3 - CUIDADOS NA MONTAGEM DE FÔRMAS E
ESCORAMENTOS, 6.4 - CUIDADOS NA CONCRETAGEM E 6.5 - CUIDADOS NA
RETIRADA DE FÔRMAS E ESCORAMENTOS).
4 - A RETIRADA DAS FÔRMAS E DOS ESCORAMENTOS DEVE SER FEITA APÓS 28
DIAS;
5 - IMPERMEABILIZAR AS LAJES E PAREDES INTERNAS COM MANTA ASFÁLTICA;
6 - HAVENDO COMPROVADAMENTE NECESSIDADE DE ALTERAÇÃO DO PROJETO,
O AUTOR PODERÁ REAVALIAR E MODIFICAR O MESMO ANTES DO INÍCIO DA OBRA.

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Reservatorio.est.ex.001.for.r00

  • 1. PAR1 PAR3 PAR13 PAR9 V4 V3 PAR13 PAR9 Fundo Cisterna Topo Cisterna 275 Corte A-A escala 1:50 PAR13 PAR9 V4 V3 V2 V1 PAR8 PAR12 PAR8 PAR12 Fundo Cisterna Topo Cisterna 275 Corte B-B escala 1:50 PAR8 PAR12 PAR8 PAR12 PAR6 PAR5 PAR4 PAR6 PAR4 PAR11 PAR10 PAR11 PAR10 Fundo Cisterna Topo Cisterna 275 Corte C-C escala 1:50 PAR1 PAR4 V1 PAR1 PAR4 Fundo Cisterna Topo Cisterna 275 Corte D-D escala 1:50 PAR2 PAR7 PAR5 PAR2 PAR7 PAR5 Fundo Cisterna Topo Cisterna 275 Corte E-E escala 1:50 PAR2 PAR6 PAR2 PAR6 Fundo Cisterna Topo Cisterna 275 Corte F-F escala 1:50 PAR6 PAR3 V2 PAR6 PAR3 Fundo Cisterna Topo Cisterna 275 Corte G-G escala 1:50 L1 h=15 L2 h=15 e=-60 PAR4 PAR12 PAR3 PAR9 PAR5 PAR10 PAR6 PAR11 PAR7 PAR2 PAR1 PAR8 PAR13 Forma do Fundo Reservatório (Nível 90624) escala 1:50 Lajes Dados Sobrecarga (kgf/m²) Nome Tipo Altura Elevação Nível Peso próprio Adicional Acidental Localizada (cm) (cm) (cm) (kgf/m²) L1 Maciça 15 0 90630 375 0 0 - L2 Maciça 15 -60 90570 375 0 0 - L3 h=12 V1 25x45 e=+24 V3 25x45 e=+24 V2 25x45 e=+24 V4 25x45 e=+24 PAR4 PAR12 PAR3 PAR9 PAR5 PAR10 PAR6 PAR11 PAR7 PAR2 PAR13 PAR8 PAR1 Forma do Topo Reservatório (Nível 90901) escala 1:50 Vigas Nome Seção Elevação Nível (cm) (cm) (cm) V1 25x45 24 90929 V2 25x45 24 90929 V3 25x45 24 90929 V4 25x45 24 90929 L3 Maciça 12 0 90905 300 150 100 - Características dos materiais fck Ecs (kgf/cm²) (kgf/cm²) 250 241500 Legenda das vigas e paredes Viga Parede de concreto 127.5 90624 +6 Impermeabilização 90901 +6 Impermeabilização B B A A D D E E F F G G C C 1065 540 160 140 265 640 B B A A D D E E F F G G C C 1065 540 160 140 265 640 162.5 162.5 90624 +6 Impermeabilização 90901 +6 Impermeabilização 90624 +6 Impermeabilização 90901 +6 Impermeabilização 90624 +6 Impermeabilização 90901 +6 Impermeabilização 90624 +6 Impermeabilização 90901 +6 Impermeabilização 90624 +6 Impermeabilização 90901 +6 Impermeabilização 90624 +6 Impermeabilização 90901 +6 Impermeabilização A1 A1 PROPRIETÁRIO: OBRA: DESENHO: ESCALA DO DESENHO: ARQUIVO: DATA: GOVERNO DO ESTADO DO PARANÁ MUNICÍPIO / NRE: EST INDICADA 11/20 DALTON RIVA UNV COLÔNIA MALHADA SÃO JOSÉ DOS PINHAIS / A.M. SUL RESERVATORIO.EST.EX.001.FOR.R00 REFERÊNCIA: RESERVATÓRIO DE DETENÇÃO: FORMAS E CORTES 0105 PROTOCOLO: 14.814.963-1 ENDEREÇO: - AUTORA DO PROJETO | REGISTRO PROFISSIONAL: DALTON RIVA DE PAULA CREA-PR 86207/D GOVERNO DO ESTADO DO PARANÁ FUNDEPAR Instituto Paranaense de Desenvolvimento Educacional NOTAS IMPORTANTES 1 - PARA A BOA EXECUÇÃO DA ESTRUTURA CONSULTE SEMPRE TODOS OS PROJETOS, VERIFICANDO AS MEDIDAS E INTERFERÊNCIAS NA OBRA; 2 - É DE RESPONSABILIDADE DOS EXECUTORES SEGUIR AS NORMAS VIGENTES PARA UMA EXECUÇÃO ADEQUADA, GARANTINDO O PERFEITO FUNCIONAMENTO E ESTABILIDADE DOS SISTEMAS PROJETADOS; 3 - A MONTAGEM E A DESMONTAGEM DAS FORMAS E ESCORAMENTOS DEVEM SEGUIR AS NORMAS NR-18 - CONDIÇÕES E MEIO AMBIENTE DE TRABALHO NA INDÚSTRIA DA CONSTRUÇÃO (COM ÊNFASE NO ITEM 18.9 - ESTRUTURAS DE CONCRETO) E NBR 15.696:2009 - FÔRMAS E ESCORAMENTOS PARA ESTRUTURAS DE CONCRETO - PROJETO, DIMENSIONAMENTO E PROCEDIMENTOS EXECUTIVOS (COM ATENÇÃO AOS SUBITENS 6.3 - CUIDADOS NA MONTAGEM DE FÔRMAS E ESCORAMENTOS, 6.4 - CUIDADOS NA CONCRETAGEM E 6.5 - CUIDADOS NA RETIRADA DE FÔRMAS E ESCORAMENTOS). 4 - A RETIRADA DAS FÔRMAS E DOS ESCORAMENTOS DEVE SER FEITA APÓS 28 DIAS; 5 - IMPERMEABILIZAR AS LAJES E PAREDES INTERNAS COM MANTA ASFÁLTICA; 6 - HAVENDO COMPROVADAMENTE NECESSIDADE DE ALTERAÇÃO DO PROJETO, O AUTOR PODERÁ REAVALIAR E MODIFICAR O MESMO ANTES DO INÍCIO DA OBRA.