{"id":29109,"date":"2017-08-11T00:11:58","date_gmt":"2017-08-11T00:11:58","guid":{"rendered":"http:\/\/www.miamibeachfl.gov\/city-hall\/public-works\/table-of-contents-details\/section-6-a-materials\/"},"modified":"2018-01-26T15:35:36","modified_gmt":"2018-01-26T20:35:36","slug":"section-6-a-materials","status":"publish","type":"page","link":"https:\/\/www.miamibeachfl.gov\/pt\/city-hall\/public-works\/engineering-division\/section-6-a-materials\/","title":{"rendered":"Se\u00e7\u00e3o 6 A. Materiais"},"content":{"rendered":"<\/p>\n\n\n\n
MATERIAIS<\/caption>\n
\n

SE\u00c7\u00c3O 6 DISTRIBUI\u00c7\u00c3O DE \u00c1GUA<\/p>\n

A. MATERIAIS:
\n<\/strong>
\n1.01 Rede el\u00e9trica:<\/strong><\/p>\n

A. O Departamento de Obras P\u00fablicas da Cidade de Miami Beach n\u00e3o permite o uso de tubos, conex\u00f5es ou v\u00e1lvulas de 10, 14 ou 18 polegadas, exceto quando aprovado para conex\u00f5es com redes el\u00e9tricas existentes. O di\u00e2metro m\u00ednimo da linha de distribui\u00e7\u00e3o \u00e9 de 8 polegadas.<\/p>\n

B. Tubo de ferro d\u00factil (DIP) com junta de conten\u00e7\u00e3o Classe 52, fabricado pela US Pipe ou American Pipe (ou equivalente aprovado) de acordo com a norma ANSI A21.51, com press\u00e3o de trabalho n\u00e3o inferior a 250 libras por polegada quadrada. O revestimento interno do tubo deve ser de argamassa de cimento, conforme a norma ANSI A21.4 e AWWA C 104. O revestimento externo deve ser de asfalto com aproximadamente 2,5 mil de espessura, conforme especificado na norma AWWA C151. Todos os tubos e conex\u00f5es devem ser revestidos com polietileno, em conformidade com os requisitos da norma ANSI A21.5, e devem ter espessura m\u00ednima de 20,3 mil.<\/p>\n

C. As juntas de borracha DIP e o lubrificante devem estar em conformidade com os requisitos aplic\u00e1veis da Norma ANSI A21.11<\/p>\n

D. O tubo de PVC deve ser ASTM 1120, tubo de press\u00e3o com di\u00e2metro externo de ferro, Classe 150 (DR 18), em conformidade com a norma ANSI\/AWWA C-900 ou C-905, revis\u00e3o mais recente. O tubo deve ser impregnado com pigmento azul e utilizar juntas de borracha com veda\u00e7\u00e3o por press\u00e3o. O tubo de PVC deve ser instalado de acordo com o Guia para Instala\u00e7\u00e3o de Tubos de Press\u00e3o de PVC para Sistemas Municipais de Distribui\u00e7\u00e3o de \u00c1gua da Uni-Bell Plastic Pipe Association.<\/p>\n

1.02 Acess\u00f3rios e acess\u00f3rios para rede el\u00e9trica<\/p>\n

A. Os acess\u00f3rios e acess\u00f3rios de ferro fundido d\u00factil devem ter uma classifica\u00e7\u00e3o de press\u00e3o de 250 PSI.<\/p>\n

B. Os acess\u00f3rios e acess\u00f3rios devem ser revestidos com argamassa de cimento, de acordo com a Norma ANSI A21.4. A parte externa dos acess\u00f3rios e acess\u00f3rios deve ser revestida com uma camada asf\u00e1ltica de aproximadamente 2,5 mil\u00e9simos de polegada de espessura, conforme a \u00faltima revis\u00e3o da norma AWWA C151.<\/p>\n

C. A espessura m\u00ednima da parede do tubo deve ser Classe 52 para di\u00e2metros de 6\u2033 e maiores.<\/p>\n

\u00a0<\/p>\n

1.03 V\u00e1lvulas<\/p>\n

A. As v\u00e1lvulas borboleta devem ser usadas em redes de \u00e1gua com di\u00e2metro maior que 12\u2033:<\/p>\n

1. Deve ser AWWA Classe 150B.<\/p>\n

2. Devem ser projetadas para instala\u00e7\u00e3o em tubula\u00e7\u00f5es horizontais com eixo de opera\u00e7\u00e3o na posi\u00e7\u00e3o vertical. As v\u00e1lvulas borboleta devem estar em conformidade com a norma ANSI\/AWWA C504, revis\u00e3o mais recente.<\/p>\n

3. Dever\u00e1 possuir dispositivo limitador de torque.<\/p>\n

B. V\u00e1lvulas de gaveta devem ser usadas em redes com di\u00e2metro de 3\u2033 a 12\u2033.<\/p>\n

1. Deve ser projetado para uma press\u00e3o de trabalho n\u00e3o inferior a 200 libras por polegada quadrada, com assento totalmente resiliente e em conformidade com a norma ANSI\/AWWA C 504, \u00faltima revis\u00e3o.<\/p>\n

2. Deve ter um disco na parte superior da porca de opera\u00e7\u00e3o, especificando o n\u00famero de voltas e a dire\u00e7\u00e3o de abertura.<\/p>\n

C. V\u00e1lvulas em linhas de 3 polegadas e menores:<\/p>\n

1. Deve ser de bronze com disco duplo, haste n\u00e3o ascendente e aberta \u00e0 esquerda (sentido anti-hor\u00e1rio) com roda de acionamento. Rodas de acionamento de estanho e metal n\u00e3o ser\u00e3o permitidas. Deve ser toda de bronze.<\/p>\n

2. Deve estar em conformidade com a especifica\u00e7\u00e3o federal WW-V-54, Tipo I, Classe B<\/p>\n

Caixas de v\u00e1lvulas 1.04<\/p>\n

A. As caixas de ferro fundido devem ser do tipo extens\u00e3o, com ajuste deslizante e base alargada. A espessura m\u00ednima do metal deve ser de 3\/16 polegadas. A palavra "W" deve estar na tampa. As caixas devem ter comprimento suficiente para se adaptar, sem extens\u00e3o total, \u00e0 profundidade de cobertura necess\u00e1ria sobre a tubula\u00e7\u00e3o no local da v\u00e1lvula. As caixas devem ser do tipo n\u00ba 3 para linhas de 6 polegadas e maiores.<\/p>\n

1.05 Hidrantes<\/p>\n

A. Todos os hidrantes devem ser fabricados pela American Darling, modelo B-84B-5, com padr\u00e3o rosqueado. Os tamanhos dos bicos devem atender aos requisitos do Corpo de Bombeiros da Cidade de Miami Beach:<\/p>\n

\u00a0<\/p>\n

1. Tamanho da rosca e do bico da mangueira: Dois 2-\u00bd\u201d HN<\/p>\n

2. Rosca do bico da bomba: Uma 4\u2033 PN<\/p>\n

3. Tamanho, forma, localiza\u00e7\u00e3o e rota\u00e7\u00e3o da porca de opera\u00e7\u00e3o: B41 OP NUT OL-Upper<\/p>\n

\u00a0\u00a0<\/p>\n

B. Hidrantes reutilizados devem ter menos de 10 anos. Hidrantes novos devem ser do fabricante do ano atual.<\/p>\n

\u00a0<\/p>\n

C. O contratante deve inspecionar e verificar se o equipamento roscado e os acoplamentos s\u00e3o compat\u00edveis com o equipamento da cidade, particularmente as \u201cRoscas de mangueira\u201d.<\/p>\n

1.06 Servi\u00e7o de \u00e1gua e linhas de inc\u00eandio<\/p>\n

A. Todas as linhas de servi\u00e7o com duas polegadas (2") de di\u00e2metro devem ser feitas de tubos de polietileno, em conformidade com as normas AWWA C-901, ASTM D2239 e as \u00faltimas revis\u00f5es da AASHTO 294. Os servi\u00e7os de polietileno que cruzam um pavimento e se conectam a uma tubula\u00e7\u00e3o principal de \u00e1gua na \u00e1rea de vala devem ser instalados dentro de um tubo de manga de ferro preto com quatro polegadas (4") de di\u00e2metro, sob o pavimento e a cal\u00e7ada.<\/p>\n

\u00a0\u00a0\u00a0 B. Tubula\u00e7\u00f5es de cobre ou lat\u00e3o n\u00e3o s\u00e3o permitidas, exceto em condi\u00e7\u00f5es especiais. Utilize tubos roscados ou conex\u00f5es de compress\u00e3o. N\u00e3o s\u00e3o permitidas juntas soldadas.<\/p>\n

\u00a0\u00a0\u00a0 C. Tubos de ferro d\u00factil com di\u00e2metro inferior a 6\u2033 ser\u00e3o de classe 53.<\/p>\n

\u00a0\u00a0\u00a0 D. As selas de batida devem ter duas (2) tiras de a\u00e7o inoxid\u00e1vel e um batente da Corporation.<\/p>\n

\u00a0 E. Os medidores devem ser fornecidos, instalados, substitu\u00eddos e\/ou mantidos pela Cidade.<\/p>\n

\u00a0\u00a0\u00a0 F. As caixas de medidores devem ser fornecidas pelo contratante de acordo com as especifica\u00e7\u00f5es da cidade.<\/p>\n

\u00a0\u00a0<\/p>\n

1.07 Conjunto de verifica\u00e7\u00e3o de detector duplo (DDCA)\u00a0<\/p>\n

\u00a0\u00a0\u00a0\u00a0 A. Instale o conjunto de verifica\u00e7\u00e3o de detector duplo (DDCA) de acordo com AWWA M14, revis\u00e3o mais recente.<\/p>\n

\u00a0<\/p>\n

\u00a0\u00a0\u00a0\u00a0 B. Estruturas abastecidas diretamente pela rede p\u00fablica de \u00e1gua com um suprimento auxiliar de \u00e1gua dedicado ao uso do Corpo de Bombeiros e dispon\u00edvel para as instala\u00e7\u00f5es devem ser protegidas do Sistema P\u00fablico de Abastecimento de \u00c1gua por um conjunto de preven\u00e7\u00e3o de refluxo (RPBA) com RPZ.<\/p>\n

\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0\u00a0 .<\/p>\n

\u00a0\u00a0\u00a0\u00a0 C. O conjunto de v\u00e1lvula de reten\u00e7\u00e3o dupla (DCVA) e o conjunto de preven\u00e7\u00e3o de refluxo por princ\u00edpio de press\u00e3o reduzida (RPBA) devem ser instalados acima da eleva\u00e7\u00e3o do plano de inunda\u00e7\u00e3o.<\/p>\n

D. Toda a tubula\u00e7\u00e3o acima do n\u00edvel do solo deve ser de cobre ou DIP. N\u00e3o s\u00e3o permitidos tubos de PVC ou galvanizados.<\/p>\n

E. Os dispositivos de preven\u00e7\u00e3o de refluxo devem ser equipados com suporte vertical e seguran\u00e7a adequados.\n<\/p>\n<\/td>\n<\/tr>\n<\/tbody>\n<\/table>","protected":false},"excerpt":{"rendered":"

MATERIALS SECTION 6 WATER DISTRIBUTION A. MATERIALS: 1.01\u00a0Mains: A.\u00a0The City of Miami Beach Public Works Department does not permit the […]<\/p>\n","protected":false},"author":222,"featured_media":0,"parent":28940,"menu_order":183,"comment_status":"closed","ping_status":"closed","template":"","meta":{"_searchwp_excluded":"","site-sidebar-layout":"default","site-content-layout":"","ast-site-content-layout":"default","site-content-style":"default","site-sidebar-style":"default","ast-global-header-display":"","ast-banner-title-visibility":"","ast-main-header-display":"","ast-hfb-above-header-display":"","ast-hfb-below-header-display":"","ast-hfb-mobile-header-display":"","site-post-title":"","ast-breadcrumbs-content":"","ast-featured-img":"","footer-sml-layout":"","ast-disable-related-posts":"","theme-transparent-header-meta":"","adv-header-id-meta":"","stick-header-meta":"","header-above-stick-meta":"","header-main-stick-meta":"","header-below-stick-meta":"","astra-migrate-meta-layouts":"default","ast-page-background-enabled":"default","ast-page-background-meta":{"desktop":{"background-color":"var(--ast-global-color-5)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"ast-content-background-meta":{"desktop":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"tablet":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""},"mobile":{"background-color":"var(--ast-global-color-4)","background-image":"","background-repeat":"repeat","background-position":"center center","background-size":"auto","background-attachment":"scroll","background-type":"","background-media":"","overlay-type":"","overlay-color":"","overlay-opacity":"","overlay-gradient":""}},"footnotes":""},"categories":[],"tags":[],"class_list":["post-29109","page","type-page","status-publish","hentry"],"yoast_head":"\nSection 6 A. 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