new planta de cobertura · 2020. 4. 9. · prefeitura de mateus leme - mg. cnpj:...
TRANSCRIPT
PLANTA DE COBERTURA
ESCALA 1:50
PROJETO ESTRUTURAL
ESTRUTURA 1
Norma de aço laminado: ABNT NBR 8800:2008
Norma de aço dobrado: ABNT NBR 14762: 2010
Aço laminado: A-36 250Mpa
Aço dobrado: ZAR-250
Escala: 1:50
NOTAS GERAIS - ESTRUTURA METÁLICA
650 650 650 650 650 650
169.2
169.2
169.2
169.2
169.2
169.2
169.15
169.25
169.2
149.9
60.6
149.9
169.2
169.2
169.2
169.2
169.2
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19
19
3444
3900
321216.9
3418.2
220217
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PREFMATEUSLEME_ESCOLAAILZADEJESUS_02102019_EST_17_DIAGRAMACOBERTURA_V3.dwg
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PROJETO EXECUTIVO
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ÁREA:
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PERÍMETRO:
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DESCRIÇÃO:
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PROJETO:
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TÍTULO:
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ETAPA:
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CONTRATANTE:
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RESPONSÁVEL TÉCNICO:
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RT:
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COLABORAÇÃO:
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ARQ. COORDENADOR:
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CONTRATADA:
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FOLHA:
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ESCALA:
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ENDEREÇO:
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DATA:
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OBSERVAÇÕES:
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-TODAS AS MEDIDAS DEVERÃO SER CONFERIDAS NO LOCAL.
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-EM CASO DE DÚVIDA, CONSULTAR OS RESPONSÁVEIS TÉCNICOS PELO TELEFONE: (31) 2528 6037
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-NÃO MEDIR OS DESENHOS, SEGUIR COTAS.
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-DIREITOS AUTORAIS RESERVADOS L.F.5988 DE 14/12/1973
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INDICADA
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REVISÃO
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DATA
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DESCRIÇÃO
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VERIFICAÇÃO
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VERSÕES
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P. AVELAR CONSULTORIA E SERVIÇOS CNPJ 32250651/0001-26. END. RUA ARAGUARI, 741 SL 101, BARRO PRETO. BELO HORIZONTE/MG CREA MG 076142 CAU MG 38656-1
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Eng. PAULO A. MOREIRA CREA MG 014043/D
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Arq. TAMIRES P. MELO CAU MG A 113436-1
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RT:
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Eng. JOSÉ H. R. BAESSE CREA MG A 053341/D
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Arq. TAMIRES P. MELO CAU MG A 113436-1CAU MG A 113436-1
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PREFEITURA DE MATEUS LEME - MG
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CNPJ: 18.715.433/0001-99
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PLANTA DE COBERTURA
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17/18
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1.521,52 m²
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157,12 m
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ESCOLA MUNICIPAL AILZA DE JESUS
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RUA NOSSA SENHORA APARECIDA, 35, MATEUS LEME - MG,35670-000, DISTRITO DE SERRA AZUL
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Est. EVANDRO LUIGHI DE PAULA FARIA e ISABELLA MARQUES DE OLIVEIRA
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RT:
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Eng. DAVID MARCELO DA SILVA CREA MG 161247/D
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AUTORIA DO PROJETO:
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GERAL: 1.ESTRUTURA DIMENSIONADA CONFORME NORMA NBR 8800. ESTRUTURA DIMENSIONADA CONFORME NORMA NBR 8800. MATERIAIS: 2.PERFIS LAMINADOS: ASTM A572 GR50 (FY= 345 MPA); (FU= 450 MPA) PERFIS LAMINADOS: ASTM A572 GR50 (FY= 345 MPA); (FU= 450 MPA) 3.LAMINADOS PLANOS (CHAPAS): ASTM A36 (FY= 250 MPA); (FU= 400 MPA) LAMINADOS PLANOS (CHAPAS): ASTM A36 (FY= 250 MPA); (FU= 400 MPA) 4.PARAFUSOS LIGAÇÕES PRINCIPAIS: ASTM A325 (FY= 635 MPA); (FU= 825 MPA) PARAFUSOS LIGAÇÕES PRINCIPAIS: ASTM A325 (FY= 635 MPA); (FU= 825 MPA) 5.PARAFUSOS LIGAÇÕES SECUNDÁRIAS: ASTM A307 (FU= 415 MPA) PARAFUSOS LIGAÇÕES SECUNDÁRIAS: ASTM A307 (FU= 415 MPA) 6.CHUMBADORES/BARRAS: ASTM A36 (FY= 250 MPA); (FU= 400 MPA) CHUMBADORES/BARRAS: ASTM A36 (FY= 250 MPA); (FU= 400 MPA) 7.ELETRODOS E70XX ELETRODOS E70XX ACABAMENTO: 8.JATEAMENTO: PADRÃO S.A 2.1/2 - SEMI-BRANCO. PINTURA: 1 DEMÃO DE PRIMER EPÓXI DUPLA JATEAMENTO: PADRÃO S.A 2.1/2 - SEMI-BRANCO. PINTURA: 1 DEMÃO DE PRIMER EPÓXI DUPLA FUNÇÃO (FUNDO-ACABAMENTO) COM 100 MICRA DE ESPESSURA DA COR A SER DEFINIDA PELO CLIENTE. . EXECUÇÃO: 9.A COLOCAÇÃO DA CHAPA DE APOIO DEVERÁ SER FEITA ATRAVÉS DE GABARITO NO TOPO DO PILAR A COLOCAÇÃO DA CHAPA DE APOIO DEVERÁ SER FEITA ATRAVÉS DE GABARITO NO TOPO DO PILAR IMEDIATAMENTE APÓS SUA CONCRETAGEM. 10.A TRELIÇA METÁLICA DA COBERTURA DEVERÁ SOLDADA EM TODO O CONTORNO SOBRE A CHAPA DE A TRELIÇA METÁLICA DA COBERTURA DEVERÁ SOLDADA EM TODO O CONTORNO SOBRE A CHAPA DE APOIO.
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