Exemplo de Parecer Técnico Concordante para Laudo Pericial
Autor | José Fiker |
Ocupação do Autor | Doutor em Semiótica e Linguística Geral (com enfâse em Laudos Periciais) pela USP |
Páginas | 115-120 |
Page 115
Sérgio de Albuquerque, infra-assinado, engenheiro civil, assistente técnico indicado por André de Lima, nos autos da Medida Cautelar por ele requerida contra Antônio Vaz da Silva, tendo examinado o laudo do ilustre perito oficial e não encontrando motivos para divergir do mesmo, vem apresentar os motivos de sua concordância por meio do seguinte
Parecer Técnico Concordante
Trata-se de um imóvel de propriedade do Autor, localizado na Rua Laerte Oliveira, 317 – Pinheiros, nesta Capital. No dia 06/06/99, desabou o muro de arrimo da divisa esquerda do terreno do Autor (observador olhando da rua), por consequência, segundo alega, de escavações procedidas pelo Réu, no ter-reno vizinho, de propriedade dele, Réu.
Com receio de que o Requerido pudesse modificar a situação atual do terreno e, principalmente, em virtude de se fazer necessária a urgente reparação de seu imóvel, requereu a presente medida com o objetivo, segundo os quesitos formulados de re-
Page 116
gistrar os fatos e as conseqüências do ocorrido, bem como apron tar-lhes a sua origem e o custo das reparações necessárias.
O digno perito nomeado pelo juízo, após relatar o que observou na vistoria e documentar, fotograficamente o que existia no local, concluiu, a respeito dos objetivos da medida cautelar, o se guinte, em resumo:
1º Que, no local, constata-se haver ruído, no imóvel do autor, um trecho de muro de arrimo, com quedas do jardim, do pi so lateral, de um muro transversal, de um piso de pedra mineira da piscina, rompimento das tubulações serviendas do terreno de fundos, destruição da parte de um quiosque e rompimento do fundo da piscina;
2º Que as escavações levadas a efeito no terreno do requerido foram a causa do desabamento parcial do muro, por terem originado o desconfinamento das brocas das fundações do citado trecho de muro de arrimo, anulando a capacidade de contenção do talude, cujo empuxo foi aumentado por ocasião das chuvas ;
3º Que, confirmação disso é o fato de outro trecho do mesmo muro de arrimo se manter intacto, por não ter sido afetado pelas escavações, permitindo, com isso, terem permanecido en gastadas ao solo e confinadas as brocas de suas fundações, ape sar de sofrerem os mesmos efeitos da chuva que o outro trecho desmoronado;
4º Que, para as obras de reparo do imóvel do autor, os...
Para continuar a ler
PEÇA SUA AVALIAÇÃO- Livros e Revistas
- Perícias e Avaliações de Engenharia. Fundamentos Práticos
- Prefácio
- Apresentação
- Definições e Conceitos
- Laudo - Seu enquadramento na estrutura de um discurso
- Exemplo de Aplicação do Método do Evolutivo
- Método Comparativo Direto
- Desenvolvimento do Processo Judicial
- Espécies de Laudos
- Laudos para Bancos (Avaliações)
- Principais Tópicos de Laudos
- Exemplo de Parecer Técnico Divergente para Laudos de Avaliação
- Exemplo de Laudo Judicial de Perícia
- Exemplo de Parecer Técnico Divergente para Laudo Pericial
- Exemplo de Parecer Técnico Concordante para Laudo Pericial
- Análise do Laudo do Perito e dos Pareceres Técnicos dos Assistentes do Autor e do Réu
- Exemplo de Laudo de Vistoria Cautelar
- Exemplo de Laudo de Uso Restrito
- Método de Avaliação de Aluguel para Estacionamentos
- Técnicas de Fotografia
- Bibliografia
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