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Administração da Construção
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Administração da construção/BADRA_CURSOMODULO_I.zip 052 01 Levantamento Gen�rico.xls 052 02 Levantamento de Estrutura.xls 52EXEMPLO DE PLA ESTRUTURA SBD S/C LTDA SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA FUNDAÇÃO (LAJES) RESUMO : FORMA/CONCRETO/ARMAÇÃO CLIENTE : CLIENTE : CRITÉRIO ADOTADO: OBRA : OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : DATA: LOCAL : AForma = ASSUNTO: VOL. AREA VOL. VOL. VOL. Obs.: Quant. de aço deverá ser ESCAV. REGUL. LASTRO REATERRO TRANS.TERRA EXC. ASSUNTO: SUBSOLO obtida dos resumos das plantas (m3) (m2) (m3) (m3) (m3) No. FOLHA: 02 MOVIMENTO DE TERRA - SUBSOLO CONCRETO FCK: 18 MPa ( ADOTADO) DATA: LAJES QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 (LARG.) (COMP) (ESP) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) 0.00 0.00 0.00 0.00 0.00 SUBSOLO 1.00 83.76 37.35 0.15 469.27 0.00 0.00 0.00 0.00 SUB-TOTAL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 ASSUNTO: VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 AÇO CA-60 CONSUMO CONSUMO 0.00 CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM 6,40 A 9,50MM FORMA AÇO 0.00 (m3) (m2) (kg) (kg) (kg) (kg) (kg) (M2/M3) (KG/M3) 0.00 FUNDAÇÃO - SUBSOLO 0.00 LAJE DE CONCRETO 469.27 0.00 37,541.60 9,385.40 0.00 PAREDE 143.33 750.96 11,466.40 2,866.60 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 612.60 750.96 0.00 49,008.00 0.00 12,252.00 0.00 1.23 100.00 0.00 ESTRUTRA - SUBSOLO 0.00 PILARES-PAREDE 19.05 298.76 1,524.00 381.00 0.00 PILARES-TORRE A 27.46 336.57 2,196.80 549.20 0.00 PILARES-TORRE B 21.87 21.87 1,749.60 437.40 0.00 PILARES-TORRE C 22.70 262.49 1,816.00 454.00 0.00 VIGAS-TORRE A 94.84 1,115.17 7,587.20 1,896.80 0.00 VIGAS-TORRE B 49.19 521.81 3,935.20 983.80 0.00 VIGAS-TORRE C 64.88 715.04 5,190.40 1,297.60 0.00 LAJES-TORRE A 146.08 1,249.52 11,686.40 2,921.60 0.00 LAJES-TORRE B 66.04 660.28 5,283.20 1,320.80 SUB-TOTAL 469.27 0.00 0.00 0.00 0.00 0.00 LAJES-TORRE C 86.63 866.03 6,930.40 1,732.60 SBD S/C LTDA SUB-TOTAL 598.74 6,047.54 0.00 47,899.20 0.00 11,974.80 0.00 10.10 100.00 ESTRUTRA - TÉRREO A MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA FUNDAÇÃO (PAREDES DE CONCRETO) PILARES 14.14 184.96 1,018.08 254.52 VIGAS 11.95 185.95 860.40 215.10 CLIENTE : CRITÉRIO ADOTADO: LAJES 24.49 272.84 1,763.28 440.82 OBRA : VConc. = L1 x L2 x L3 x Quant. SUB-TOTAL 50.58 643.75 0.00 3,641.76 0.00 910.44 0.00 12.73 90.00 LOCAL : AForma =(L1 x L2) x Quant. ESTRUTRA - TÉRREO B Obs.: Quant. de aço deverá ser PILARES 14.14 184.96 1,018.08 254.52 ASSUNTO: SUBSOLO obtida dos resumos das plantas VIGAS 11.95 185.95 860.40 215.10 No. FOLHA: 02 LAJES 24.49 272.84 1,763.28 440.82 CONCRETO FCK: 18 MPa DATA: DATA: SUB-TOTAL 50.58 643.75 0.00 3,641.76 0.00 910.44 0.00 12.73 90.00 PAREDES QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 AÇO CA-60 AÇO CA-60 AÇO CA-60 ESTRUTRA - TÉRREO C DE (COMP) (ALT) (ESP) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM 6,40 A 9,50MM 3,40 A 6,00MM 6,40 A 9,50MM PILARES 14.14 184.96 1,018.08 254.52 CONCRETO (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) (kg) (kg) (kg) VIGAS 11.95 185.95 860.40 215.10 P1 1.00 29.00 2.52 0.20 14.62 73.08 LAJES 24.49 272.84 1,763.28 440.82 P2 1.00 41.37 2.77 0.20 22.92 114.59 SUB-TOTAL 50.58 643.75 0.00 3,641.76 0.00 910.44 0.00 12.73 90.00 P3 1.00 28.10 2.47 0.20 13.88 69.41 ESTRUTRA - PAVIMENTO TIPO ( 1 X ) P4 1.00 19.44 2.52 0.20 9.80 48.99 PILARES 12.51 163.72 800.64 200.16 P5 1.00 19.18 2.47 0.20 9.47 47.37 VIGAS 11.95 185.95 764.80 191.20 P6 1.00 29.45 2.52 0.20 14.84 74.21 LAJES 24.49 272.84 1,567.36 391.84 P7 1.00 18.60 2.47 0.20 9.19 45.94 SUB-TOTAL 48.95 622.51 0.00 3,132.80 0.00 783.20 0.00 12.72 80.00 P8 1.00 18.75 2.32 0.20 8.70 43.50 P9 1.00 20.75 1.81 0.20 7.51 37.56 P10 1.00 13.90 1.81 0.20 5.03 25.16 POÇO DO ELEVADOR 3.00 10.04 1.50 0.20 9.04 45.18 ESCADA - A B C 0.00 0.00 PE1 3.00 1.25 3.21 0.20 2.41 12.04 PE2 3.00 1.25 3.21 0.20 2.41 12.04 PE3 3.00 1.25 3.21 0.20 2.41 12.04 PE4 3.00 1.13 3.21 0.20 2.18 10.88 PE5 3.00 1.13 3.21 0.20 2.18 10.88 PE6 3.00 1.25 3.21 0.14 1.69 12.04 PE7 3.00 1.81 3.21 0.09 1.57 17.43 PE8 3.00 1.22 3.21 0.09 1.06 11.75 PE9 3.00 2.19 3.21 0.09 1.90 21.09 PE9' 3.00 0.80 2.41 0.09 0.52 5.78 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 143.33 750.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SBD S/C LTDA SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA FUNDAÇÃO (BLOCOS) MEDIÇAO: MOVIMENTO DE TERRA NA FUNDAÇÃO (BLOCOS) CLIENTE : CRITÉRIO ADOTADO: CLIENTE: SEGEN S/A CRITÉRIO ADOTADO: OBRA : VConc. = L1 x L2 x L3 x Quant. OBRA: CONSTRUÇÃO DE GALPÃO INDUSTRIAL - YAKULT LOCAL : AForma =2 x( L1+L3) x L2 x Quant. LOCAL: AV.DONA RUYCE FERRAZ ALVIM, 1.020 - DIADEMA Obs.: Quant. de aço deverá ser ASSUNTO: obtida dos resumos das plantas ASSUNTO: No. FOLHA: No. FOLHA: LE1/LE2/LE3=Dimensão adicional ao L1,L2 E L3, respectivamente para cálculo de escavação CONCRETO FCK: DATA: CONCRETO FCK: BLOCOS QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 AÇO CA-60 QUANT. L1 LE1 L2 LE2 L3 LE3 VOL. AREA VOL. VOL. VOL. (COMP) (ALT.) (LARG.) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM 6,40 A 9,50MM BLOCOS (COMP.) (COMP.) (LARG.) (LARG.) (ALT) (ALT) ESCAV. REGUL. LASTRO REATERRO TRANS.TERRA EXC. (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) (kg) (m) (m) (m) (m) (m) (m) (m3) (m2) (m3) (m3) (m3) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 0.00 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA FUNDAÇÃO (SAPATAS) CLIENTE : CRITÉRIO ADOTADO: OBRA : VConc. =[((Bxb)+(Bxb))/2] x H x Quant. LOCAL : Obs.: Quant. de aço deverá ser ASSUNTO: obtida dos resumos das plantas No. FOLHA: CONCRETO FCK: SAPATAS QUANT. AREA MAIOR AREA MENOR H VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 (B) (b) (B) (b) (ALT) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM (m) (m) (m) (m) (m) (m3) (m2) (kg) (kg) (kg) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 0.00 0.00 0.00 0.00 0.00 SBD S/C LTDA SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA FUNDAÇÃO (VIGAS BALDRAMES) MEDIÇAO: MOVIMENTO DE TERRA NA FUNDAÇÃO (VIGAS BALDRAME) CLIENTE : CRITÉRIO ADOTADO: 0.00 CRITÉRIO ADOTADO: OBRA : VConc. = L1 x L2 x L3 x Quant. 0.00 LOCAL : AForma =(2 x L2) x L1 x Quant. 0.00 Obs.: Quant. de aço deverá ser ASSUNTO: obtida dos resumos das plantas ASSUNTO: GALPÃO No. FOLHA: No. FOLHA: LE1/LE2/LE3=Dimensão adicional ao L1,L2 E L3, respectivamente para cálculo de escavação CONCRETO FCK: DATA: CONCRETO FCK: 15MPa DATA: VIGAS QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 AÇO CA-60 QUANT. L1 EL1 L2 EL2 L3 VOL. AREA VOL. VOL. VOL. (COMP) (ALT.) (LARG.) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM 6,40 A 9,50MM VIGAS (LARG.) (LARG.) (ALT.) (ALT.) (COMP.) ESCAV. REGUL. LASTRO REATERRO TRANS.TERRA EXC. (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) (kg) (m) (m) (m) (m) (m) (m3) (m2) (m3) (m3) (m3) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 0.00 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA ESTRUTURA (PILARES) CRITÉRIO ADOTADO: CLIENTE : OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : AForma =2(L2+ L3) x L1xQuant. Obs.: Quant. de aço deverá ser ASSUNTO: SUBSOLO - PILARES DA PAREDE obtida dos resumos das plantas No. FOLHA: 06 CONCRETO FCK: 18 MPa DATA: PILARES QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 AÇO CA-60 (ALT.) (LARG.) (COMP.) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM 6,40 A 9,50MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) (kg) PM31A A PM39 10.00 2.52 0.19 0.40 1.92 29.74 PM84 A PM 90A 8.00 2.47 0.19 0.40 1.50 23.32 PM19 A PM30 12.00 2.52 0.19 0.40 2.30 35.68 PM91A A PM98 9.00 2.47 0.19 0.40 1.69 26.23 PM1 A PM17 17.00 2.20 0.20 0.30 2.24 37.40 PM18 1.00 2.20 0.19 0.19 0.08 1.67 PM99 1.00 2.32 0.19 0.40 0.18 2.74 PM40B A PM52 14.00 2.52 0.19 0.40 2.68 41.63 PM53 A PM72 20.00 2.77 0.19 0.40 4.21 65.37 PM73 A PM83B 12.00 2.47 0.19 0.40 2.25 34.98 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 19.05 298.76 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA ESTRUTURA (PILARES) CRITÉRIO ADOTADO: CLIENTE : OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : AForma =2(L2+ L3) x L1xQuant. Obs.: Quant. de aço deverá ser ASSUNTO: SUBSOLO- TORRE A E PISCINA obtida dos resumos das plantas No. FOLHA: 06 CONCRETO FCK: 18 MPa DATA: PILARES QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 AÇO CA-60 (ALT.) (LARG.) (COMP.) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM 6,40 A 9,50MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) (kg) PG1A PG14 14.00 3.21 0.25 0.60 6.74 76.40 P1A 1.00 3.21 0.25 0.66 0.53 5.84 P2A 1.00 3.21 0.25 1.20 0.96 9.31 P3A 1.00 3.21 3.14 0.06 0.60 5.04 P4A 1.00 3.21 0.18 0.80 0.46 6.29 P5A 1.00 3.21 0.18 0.66 0.38 5.39 P6A 1.00 3.21 0.18 0.66 0.38 5.39 P7A 1.00 3.21 0.28 0.40 0.36 4.37 P8A 1.00 3.21 0.30 0.80 0.77 7.06 P9A 1.00 3.21 0.11 3.14 1.11 5.33 P10A 1.00 3.21 0.23 1.00 0.74 7.90 P11A/19A 2.00 3.21 0.18 0.66 0.76 10.79 P12A/20A 2.00 3.21 0.18 0.80 0.92 12.58 P13A/14A/17A/18A 4.00 3.21 0.18 1.05 2.43 31.59 P15A 1.00 3.21 0.06 2.61 0.50 4.10 P16A1/16A2 2.00 3.21 0.18 1.00 1.16 15.15 P21A 1.00 3.21 0.23 1.00 0.74 7.90 P22A 1.00 3.21 0.18 0.92 0.53 7.06 P23A 1.00 3.21 0.38 0.40 0.49 5.01 P24A 1.00 3.21 0.30 0.80 0.77 7.06 P25A 1.00 3.21 3.14 0.11 1.11 6.55 P26A 1.00 3.21 0.18 0.66 0.38 5.39 P27A 1.00 3.21 0.25 0.66 0.53 5.84 P28A 1.00 3.21 0.25 1.20 0.96 9.31 P29A 1.00 3.21 0.06 3.14 0.60 4.10 P30A 1.00 3.21 0.18 0.80 0.46 6.29 PILARETES T. A 21.00 3.21 0.14 0.14 1.32 37.75 PILARES PISCINA 0.00 0.00 PP1 A PP6 6.00 2.95 0.14 0.14 0.35 9.91 PILARETES 8.00 2.65 0.14 0.14 0.42 11.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 27.46 336.57 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA ESTRUTURA (PILARES) CRITÉRIO ADOTADO: CLIENTE : OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : AForma =2(L2+ L3) x L1xQuant. Obs.: Quant. de aço deverá ser ASSUNTO:SUBSOLO - TORRE B obtida dos resumos das plantas No. FOLHA: 06 CONCRETO FCK: 18 MPa DATA: PILARES QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 AÇO CA-60 (ALT.) (LARG.) (COMP.) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM 6,40 A 9,50MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) (kg) PG15 A PG20 5.00 3.21 0.25 0.60 2.41 27.29 P1B 1.00 3.21 0.25 0.66 0.53 5.84 P2B 1.00 3.21 0.25 1.20 0.96 9.31 P3B 1.00 3.21 0.25 0.66 0.53 5.84 P4B 1.00 3.21 0.18 0.80 0.46 6.29 P5B 1.00 3.21 0.25 0.66 0.53 5.84 P6B 1.00 3.21 0.18 0.92 0.53 7.06 P7B 1.00 3.21 0.38 0.40 0.49 5.01 P8B 1.00 3.21 0.30 0.80 0.77 7.06 P9B 1.00 3.21 0.30 1.00 0.96 8.35 P10B 1.00 3.21 0.23 1.00 0.74 7.90 P11B 1.00 3.21 0.18 0.66 0.38 5.39 P12B 1.00 3.21 0.18 0.80 0.46 6.29 P13B 1.00 3.21 0.18 1.05 0.61 7.90 P14B 1.00 3.21 0.18 1.05 0.61 7.90 P15B 1.00 3.21 0.23 1.00 0.74 7.90 P16B 1.00 3.21 3.14 0.11 1.11 6.55 P17B 1.00 3.21 0.18 1.05 0.61 7.90 P18B 1.00 3.21 0.18 1.05 0.61 7.90 P19B 1.00 3.21 0.18 0.66 0.38 5.39 P20B 1.00 3.21 0.18 0.80 0.46 6.29 P21B 1.00 3.21 0.23 1.00 0.74 7.90 P22B 1.00 3.21 0.18 0.92 0.53 7.06 P23B 1.00 3.21 0.38 0.40 0.49 5.01 P24B 1.00 3.21 0.30 0.80 0.77 7.06 P25B 1.00 3.21 0.23 1.20 0.89 9.18 P26B + P27B 1.00 3.21 3.14 0.11 1.11 6.66 P28B 1.00 3.21 0.25 1.20 0.96 9.31 P29B 1.00 3.21 0.18 0.92 0.53 7.06 P30B 1.00 3.21 0.25 0.66 0.53 5.84 PILARETES TORRE B 7.00 3.21 0.14 0.14 0.44 12.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 21.87 242.86 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA ESTRUTURA (PILARES) CRITÉRIO ADOTADO: CLIENTE : OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : AForma =2(L2+ L3) x L1xQuant. Obs.: Quant. de aço deverá ser ASSUNTO: SUBSOLO TORRE C obtida dos resumos das plantas No. FOLHA: 08 CONCRETO FCK: 18 MPa DATA: PILARES QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 AÇO CA-60 (ALT.) (LARG.) (COMP.) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM 6,40 A 9,50MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) (kg) PG21/22/23/24/25/26/27/28 8.00 3.21 0.25 0.60 3.85 43.66 P1C 1.00 3.21 0.25 0.66 0.53 5.84 P2C 1.00 3.21 0.30 0.80 0.77 7.06 P3C 1.00 3.21 0.18 0.92 0.53 7.06 P4C 1.00 3.21 0.18 0.80 0.46 6.29 P5C 1.00 3.21 0.18 0.66 0.38 5.39 P6C 1.00 3.21 0.38 0.40 0.49 5.01 P8C 1.00 3.21 0.30 0.80 0.77 7.06 P9C 1.00 3.21 0.23 1.20 0.89 9.18 P10C 1.00 3.21 0.23 1.00 0.74 7.90 P11C 1.00 3.21 0.18 0.66 0.38 5.39 P12C 1.00 3.21 0.18 0.80 0.46 6.29 P13C 1.00 3.21 0.18 1.05 0.61 7.90 P14C 1.00 3.21 0.18 1.04 0.60 7.83 P15C 1.00 3.21 0.23 1.00 0.74 7.90 P16C 1.00 3.21 0.18 1.00 0.58 7.58 P17C 1.00 3.21 0.18 1.05 0.61 7.90 P18C 1.00 3.21 0.18 1.05 0.61 7.90 P19C 1.00 3.21 0.18 0.66 0.38 5.39 P20C 1.00 3.21 0.18 0.80 0.46 6.29 P21C 1.00 3.21 0.18 0.23 1.00 2.63 P22C 1.00 3.21 0.18 0.92 0.53 7.06 P23C 1.00 3.21 0.38 0.40 0.49 5.01 P24C 1.00 3.21 0.30 0.80 0.77 7.06 P25C 1.00 3.21 0.23 1.20 0.89 9.18 P26C + P27C 1.00 3.21 3.14 0.11 1.11 6.66 P28C 1.00 3.21 0.25 1.20 0.96 9.31 P29C 1.00 3.21 0.18 0.92 0.53 7.06 P30C 1.00 3.21 0.25 0.80 0.64 6.74 PILARETES TORRE C 15.00 3.21 0.14 0.14 0.94 26.96 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 22.70 262.49 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA ESTRUTURA (VIGAS) CLIENTE : CRITÉRIO ADOTADO: OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : AForma =(2 x L2+L3) x L1 x Quant. Obs.: Quant. de aço deverá ser ASSUNTO: SUBSOLO - TORRE A E PISCINA obtida dos resumos das plantas No. FOLHA: 06 E 05 CONCRETO FCK: 18 MPa DATA: VIGAS QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 AÇO CA-60 (COMP) (ALT.) (LARG.) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM 6,40 A 9,50MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) (kg) V101 A 1.00 2.30 0.40 0.19 0.17 2.28 V101 B 1.00 1.87 0.40 0.19 0.14 1.85 V101 C 1.00 1.71 0.40 0.19 0.13 1.69 V101 D 1.00 1.81 0.40 0.19 0.14 1.79 V101 E 1.00 1.51 0.40 0.19 0.11 1.49 V101F 1.00 1.80 0.40 0.19 0.14 1.78 V101 G 1.00 1.71 0.40 0.19 0.13 1.69 V102 A 1.00 1.71 0.40 0.19 0.13 1.69 V102 B 1.00 1.80 0.40 0.19 0.14 1.78 V102 C 1.00 1.71 0.40 0.19 0.13 1.69 V102 D 1.00 1.76 0.40 0.19 0.13 1.74 V102 E 1.00 1.76 0.40 0.19 0.13 1.74 V103 A 1.00 1.66 0.40 0.19 0.13 1.64 V103 B 1.00 1.85 0.40 0.19 0.14 1.83 V103 C 1.00 1.76 0.40 0.19 0.13 1.74 V104 A 1.00 1.76 0.40 0.19 0.13 1.74 V104 B 1.00 1.85 0.40 0.19 0.14 1.83 V104 C 1.00 1.76 0.40 0.19 0.13 1.74 V104 D 1.00 1.76 0.40 0.19 0.13 1.74 V104 E 1.00 1.46 0.40 0.19 0.11 1.45 V105 A 1.00 4.37 0.60 0.20 0.52 6.12 V105 B 1.00 3.81 0.60 0.20 0.46 5.33 V105 C 1.00 5.81 0.60 0.20 0.70 8.13 V105 D 1.00 5.81 0.60 0.20 0.70 8.13 V105 E 1.00 3.91 0.60 0.20 0.47 5.47 V106 A 1.00 4.40 0.60 0.25 0.66 6.38 V106 B 1.00 5.99 0.60 0.25 0.90 8.69 V107 A 1.00 4.58 0.50 0.18 0.41 5.40 V107 B 1.00 2.81 0.50 0.18 0.25 3.32 V108 * 1.00 6.35 0.60 0.25 0.95 9.21 V108 A 1.00 3.91 0.60 0.25 0.59 5.67 V108 B 1.00 4.85 0.70 0.25 0.85 8.00 V108 C 1.00 6.10 0.70 0.25 1.07 10.07 V108 D 1.00 3.65 0.70 0.25 0.64 6.02 V109 1.00 5.24 0.50 0.18 0.47 6.18 V110 A 1.00 2.90 0.50 0.18 0.26 3.42 V110 B 1.00 4.25 0.60 0.18 0.46 5.87 V111 1.00 2.72 0.50 0.18 0.24 3.21 V112 1.00 3.02 0.50 0.18 0.27 3.56 V113 A 1.00 4.15 0.60 0.25 0.62 6.02 V113 B 1.00 4.40 0.70 0.25 0.77 7.26 V113 C 1.00 6.05 0.70 0.25 1.06 9.98 V113 D 1.00 3.45 0.70 0.25 0.60 5.69 V113 E 1.00 2.10 0.40 0.14 0.12 1.97 V113 F 1.00 1.95 0.40 0.14 0.11 1.83 V114 A 1.00 2.72 0.50 0.18 0.24 3.21 V114 B 1.00 1.87 1.00 0.18 0.34 4.08 V115 A 2.00 1.63 0.60 0.18 0.35 4.50 V115 B 2.00 1.85 0.50 0.18 0.33 4.37 V116 1.00 3.70 0.60 0.23 0.51 5.29 V117 A 1.00 2.90 0.50 0.18 0.26 3.42 V117 B 1.00 1.87 1.00 0.18 0.34 4.08 V118 * 1.00 6.40 0.60 0.25 0.96 9.28 V118 A 1.00 4.15 0.60 0.25 0.62 6.02 V118 B 1.00 4.40 0.70 0.25 0.77 7.26 V118 C 1.00 6.05 0.70 0.25 1.06 9.98 V118 D 1.00 3.45 0.70 0.25 0.60 5.69 V119 A 1.00 2.80 0.50 0.18 0.25 3.30 V119 B 1.00 4.25 0.60 0.18 0.46 5.87 V120 1.00 2.80 0.50 0.18 0.25 3.30 V121 1.00 2.10 0.50 0.18 0.19 2.48 V121 * 1.00 4.30 0.60 0.18 0.46 5.93 V122 1.00 5.11 0.50 0.18 0.46 6.03 V123 A 1.00 4.30 0.50 0.18 0.39 5.07 V123 B 1.00 2.80 0.50 0.18 0.25 3.30 V124 A 1.00 4.41 0.60 0.25 0.66 6.39 V124 B 1.00 6.05 0.60 0.25 0.91 8.77 V124 A* 1.00 3.90 0.60 0.25 0.59 5.66 V124 B* 1.00 3.65 0.70 0.25 0.64 6.02 V124 C* 1.00 6.05 0.70 0.25 1.06 9.98 V124 D* 1.00 3.45 0.70 0.25 0.60 5.69 V125 A 1.00 3.95 0.70 0.18 0.50 6.24 V125 B 1.00 5.95 0.70 0.18 0.75 9.40 V125 C 1.00 3.40 0.70 0.18 0.43 5.37 V125 D 1.00 5.35 0.70 0.18 0.67 8.45 V125 E 1.00 6.40 0.70 0.25 1.12 10.56 V125 F 1.00 8.20 0.70 0.25 1.44 13.53 V125 G 1.00 3.85 0.60 0.25 0.58 5.58 V126 A 1.00 2.55 0.40 0.19 0.19 2.52 V126 B 1.00 2.65 0.40 0.19 0.20 2.62 V126 C 1.00 2.60 0.40 0.19 0.20 2.57 V127 A 1.00 2.60 0.40 0.19 0.20 2.57 V127 B 1.00 2.60 0.40 0.19 0.20 2.57 V127 C 1.00 2.60 0.40 0.19 0.20 2.57 V127 D 1.00 2.60 0.40 0.19 0.20 2.57 V128 A 1.00 2.60 0.40 0.19 0.20 2.57 V128 B 1.00 2.65 0.40 0.19 0.20 2.62 V128 C 1.00 2.30 0.40 0.19 0.17 2.28 V29/101 1.00 0.60 1.01 0.29 0.18 1.39 V129 A 1.00 2.35 0.50 0.18 0.21 2.77 V129 B 1.00 2.40 1.00 1.00 2.40 7.20 V129 C 1.00 2.40 0.50 0.18 0.22 2.83 V130 A 1.00 6.30 0.60 0.25 0.95 9.14 V130 B 1.00 4.60 0.50 0.18 0.41 5.43 V131 A 1.00 4.55 0.50 0.18 0.41 5.37 V131 B 1.00 3.15 0.60 0.18 0.34 4.35 V132 A 1.00 6.15 0.60 0.25 0.92 8.92 V132 B 1.00 4.20 0.60 0.18 0.45 5.80 V132 C 1.00 4.20 0.60 0.23 0.58 6.01 V132 D 1.00 3.95 0.60 0.23 0.55 5.65 V132 E 1.00 4.30 0.60 0.18 0.46 5.93 V132 F 1.00 2.70 0.60 0.18 0.29 3.73 V133 1.00 1.70 0.50 0.13 0.11 1.92 V134 1.00 4.40 0.50 0.18 0.40 5.19 V135 1.00 4.35 0.50 0.18 0.39 5.13 V136 1.00 5.95 0.60 0.25 0.89 8.63 V137 A 1.00 3.60 0.60 0.25 0.54 5.22 V137 B 1.00 1.90 0.50 0.18 0.17 2.24 V137 C 1.00 3.40 0.60 0.25 0.51 4.93 V138 1.00 2.70 0.60 0.18 0.29 3.73 V139 1.00 2.45 0.40 0.13 0.13 2.28 V140 1.00 2.75 0.40 0.13 0.14 2.56 V141 1.00 2.75 0.40 0.13 0.14 2.56 V142 1.00 6.10 0.70 0.25 1.07 10.07 V143 1.00 1.60 0.60 0.18 0.17 2.21 V144 A 1.00 3.05 0.60 0.25 0.46 4.42 V144 B 1.00 2.90 0.60 0.25 0.44 4.21 V144 C 1.00 2.45 0.60 0.25 0.37 3.55 V144 D 1.00 2.92 0.60 0.25 0.44 4.23 V144 E 1.00 3.00 0.60 0.25 0.45 4.35 V145 A 1.00 1.55 0.60 0.18 0.17 2.14 V145 B 1.00 2.90 0.60 0.18 0.31 4.00 V146 A 1.00 6.25 0.70 0.25 1.09 10.31 V146 B 1.00 6.25 0.70 0.25 1.09 10.31 V146 C 1.00 6.25 0.70 0.25 1.09 10.31 V146 D 1.00 2.10 0.60 0.25 0.32 3.05 V147 1.00 6.20 0.70 0.25 1.09 10.23 V148 A 1.00 6.25 0.70 0.25 1.09 10.31 V148 B 1.00 6.25 0.70 0.25 1.09 10.31 V148 C 1.00 6.25 0.70 0.25 1.09 10.31 V148 D 1.00 2.35 0.60 0.25 0.35 3.41 V149 1.00 6.20 0.70 0.25 1.09 10.23 V150 A 1.00 6.20 0.70 0.25 1.09 10.23 V150 B 1.00 6.25 0.70 0.25 1.09 10.31 V150 C 1.00 6.25 0.70 0.25 1.09 10.31 V150 D 1.00 6.25 0.70 0.25 1.09 10.31 V150 E 1.00 2.55 0.60 0.25 0.38 3.70 V151 A 1.00 1.94 0.40 0.19 0.15 1.92 V151 B 1.00 1.75 0.40 0.19 0.13 1.73 V151 C 1.00 1.86 0.40 0.19 0.14 1.84 V152 A 1.00 1.86 0.40 0.19 0.14 1.84 V152 B 1.00 1.75 0.40 0.19 0.13 1.73 V152 C 1.00 1.86 0.40 0.19 0.14 1.84 V152 D 1.00 1.86 0.40 0.19 0.14 1.84 V153 A 1.00 1.75 0.40 0.19 0.13 1.73 V153 B 1.00 1.75 0.40 0.19 0.13 1.73 V153 C 1.00 1.86 0.40 0.19 0.14 1.84 V154 A 1.00 1.75 0.40 0.19 0.13 1.73 V154 B 1.00 1.86 0.40 0.19 0.14 1.84 V154 C 1.00 2.92 0.40 0.19 0.22 2.89 PISCINA 0.00 0.00 VP1 1.00 1.68 0.95 0.14 0.22 3.43 VP2 1.00 1.68 0.95 0.14 0.22 3.43 VP3 1.00 20.00 1.25 0.14 3.50 52.80 VP4 1.00 2.00 0.95 0.14 0.27 4.08 VP5 1.00 3.80 1.25 0.14 0.67 10.03 VP6 1.00 4.05 1.25 0.14 0.71 10.69 VP7 A 1.00 3.80 0.95 0.14 0.51 7.75 VP7 B 1.00 3.35 0.95 0.14 0.45 6.83 VP8 1.00 8.00 1.25 0.14 1.40 21.12 VP9 1.00 3.45 1.25 0.14 0.60 9.11 VP10 1.00 1.70 0.95 0.14 0.23 3.47 VP11 1.00 1.75 0.95 0.14 0.23 3.57 VP12 1.00 2.00 0.95 0.14 0.27 4.08 VP13 1.00 3.90 0.95 0.14 0.52 7.96 VP14 A 1.00 2.10 0.95 0.14 0.28 4.28 VP14 B 1.00 6.40 0.95 0.14 0.85 13.06 VP14 C 1.00 6.34 0.95 0.14 0.84 12.93 VP14 D 1.00 4.25 0.95 0.14 0.57 8.67 VP15 1.00 16.30 0.95 0.14 2.17 33.25 VP16 A 1.00 4.80 0.95 0.14 0.64 9.79 VP16 B 1.00 4.35 0.95 0.14 0.58 8.87 VP16 C 1.00 2.45 0.95 0.14 0.33 5.00 VP16 D 1.00 2.70 1.25 0.14 0.47 7.13 VP 17 1.00 3.30 1.25 0.14 0.58 8.71 VP18 A 1.00 4.40 0.95 0.14 0.59 8.98 VP18 B 1.00 1.35 0.95 0.14 0.18 2.75 VP19 1.00 1.86 0.95 0.14 0.25 3.79 VP20 1.00 0.75 0.95 0.14 0.10 1.53 VP21 1.00 0.75 0.95 0.14 0.10 1.53 VP22 A 1.00 4.05 0.95 0.14 0.54 8.26 VP22 B 1.00 1.80 0.95 0.14 0.24 3.67 VP23 1.00 1.86 0.95 0.14 0.25 3.79 VP24 1.00 3.30 1.25 0.14 0.58 8.71 VP25 1.00 2.05 0.95 0.14 0.27 4.18 VP26 A 1.00 1.90 0.95 0.14 0.25 3.88 VP26 B 1.00 5.55 0.95 0.14 0.74 11.32 VP27 A 1.00 3.30 1.25 0.14 0.58 8.71 VP27 B 1.00 1.40 0.95 0.14 0.19 2.86 VP28 1.00 2.10 0.95 0.14 0.28 4.28 VP29 1.00 1.30 0.95 0.14 0.17 2.65 VP30 1.00 7.70 0.95 0.14 1.02 15.71 VP31 1.00 8.84 0.40 0.14 0.50 8.31 VF A 1.00 16.30 0.50 0.14 1.14 18.58 SUB-TOTAL 94.84 1,115.17 0.00 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA ESTRUTURA (VIGAS) CLIENTE : CRITÉRIO ADOTADO: OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : AForma =(2 x L2+L3) x L1 x Quant. Obs.: Quant. de aço deverá ser ASSUNTO: SUBSOLO - TORRE B obtida dos resumos das plantas No. FOLHA: 07 CONCRETO FCK: 18 MPa DATA: VIGAS QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 AÇO CA-60 (COMP) (ALT.) (LARG.) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM 6,40 A 9,50MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) (kg) V155 A 1.00 13.50 0.70 0.18 1.70 21.33 V155 B 1.00 18.80 0.70 0.25 3.29 31.02 V155 C 1.00 3.50 0.60 0.25 0.53 5.08 V156 1.00 5.28 0.50 0.18 0.48 6.23 V157 1.00 3.02 0.50 0.18 0.27 3.56 V158 1.00 4.25 0.60 0.18 0.46 5.87 V159 1.00 2.25 0.50 0.18 0.20 2.66 V160/V167 A 2.00 4.15 0.60 0.25 1.25 12.04 V160/V167 B 2.00 4.35 0.50 0.25 1.09 10.88 V161 1.00 10.70 0.70 0.25 1.87 17.66 V162/V166 A 2.00 3.10 0.50 0.18 0.56 7.32 V162/V166 B 2.00 2.00 1.00 0.18 0.72 8.72 V163/V165 A 2.00 1.48 0.60 0.18 0.32 4.08 V163/V165 B 2.00 1.85 0.50 0.18 0.33 4.37 V164 1.00 3.70 0.60 0.23 0.51 5.29 V168 1.00 11.20 0.70 0.25 1.96 18.48 V169 1.00 4.25 0.60 0.18 0.46 5.87 V170 1.00 2.80 0.50 0.18 0.25 3.30 V171 1.00 2.45 0.50 0.18 0.22 2.89 V172 1.00 5.15 0.50 0.18 0.46 6.08 V169 A 1.00 4.78 0.50 0.18 0.43 5.64 V173 A 1.00 7.70 0.60 0.18 0.83 10.63 V173 B 1.00 27.35 0.70 0.25 4.79 45.13 V174 1.00 17.66 0.40 0.19 1.34 17.48 V175 1.00 18.30 0.60 0.25 2.75 26.54 V176 1.00 12.94 0.60 0.18 1.40 17.86 V177 A 1.00 4.42 0.60 0.25 0.66 6.41 V177 B 1.00 0.20 1.01 0.25 0.05 0.45 V178 A 1.00 4.62 0.60 0.18 0.50 6.38 V178 B 1.00 0.56 1.01 0.13 0.07 1.20 V179 A 1.00 3.70 0.60 0.18 0.40 5.11 V179 B 1.00 11.50 0.60 0.23 1.59 16.45 V179 C 1.00 1.68 0.60 0.18 0.18 2.32 V179 D 1.00 0.35 1.01 0.25 0.09 0.79 V180 1.00 1.68 0.50 0.13 0.11 1.90 V181/V182 2.00 4.38 0.50 0.18 0.79 10.34 V183 1.00 7.98 0.50 0.18 0.72 9.42 V184 1.00 2.54 0.40 0.13 0.13 2.36 V185/V186 2.00 2.75 0.40 0.13 0.29 5.12 V187 A 1.00 3.04 0.70 0.39 0.83 5.44 V187 B 1.00 10.83 0.70 0.25 1.90 17.87 V188 1.00 1.10 1.01 0.66 0.73 2.95 V189 1.00 2.10 1.01 0.66 1.40 5.63 V190 1.00 18.18 0.60 0.25 2.73 26.36 V191 A 1.00 18.25 0.60 0.25 2.74 26.46 V191 B 1.00 12.30 0.60 0.20 1.48 17.22 V192 1.00 16.28 0.40 0.19 1.24 16.12 VF A 1.00 12.66 0.50 0.14 0.89 14.43 VF B 1.00 12.66 0.50 0.19 1.20 15.07 0.00 0.00 0.00 0.00 SUB-TOTAL 49.19 521.81 0.00 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA ESTRUTURA (VIGAS) CLIENTE : CRITÉRIO ADOTADO: OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : AForma =(2 x L2+L3) x L1 x Quant. Obs.: Quant. de aço deverá ser ASSUNTO: SUBSOLO - TORRE C obtida dos resumos das plantas No. FOLHA: 08 CONCRETO FCK: 18 MPa DATA: VIGAS QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 AÇO CA-60 (COMP) (ALT.) (LARG.) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM 6,40 A 9,50MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) (kg) V194 A 1.00 7.70 0.60 0.18 0.83 10.63 V194 B 1.00 28.80 0.70 0.18 3.63 45.50 V195 1.00 11.30 0.70 0.25 1.98 18.65 V196 A 1.00 11.95 0.70 0.25 2.09 19.72 V196 B 1.00 3.90 0.60 0.25 0.59 5.66 V197 A 1.00 4.50 0.60 0.25 0.68 6.53 V197 B 1.00 2.80 0.60 0.18 0.30 3.86 V 198 1.00 5.15 0.50 0.18 0.46 6.08 V199 1.00 2.40 0.50 0.18 0.22 2.83 V200 1.00 2.72 0.50 0.18 0.24 3.21 V201 1.00 7.10 0.60 0.18 0.77 9.80 V202 A 1.00 11.80 0.70 0.25 2.07 19.47 V202 B 1.00 3.85 0.60 0.25 0.58 5.58 V203/V207 A 2.00 3.11 0.50 0.18 0.56 7.34 V203/V207B 2.00 2.00 1.00 0.18 0.72 8.72 V204/V206 A 2.00 1.50 0.60 0.18 0.32 4.14 V204/V206B 2.00 1.85 0.50 0.18 0.33 4.37 V205 1.00 4.45 0.60 0.23 0.61 6.36 V209 1.00 4.30 0.60 0.18 0.46 5.93 V210 1.00 2.75 0.50 0.18 0.25 3.25 V211 1.00 2.40 0.50 0.18 0.22 2.83 V208 A 1.00 11.35 0.70 0.25 1.99 18.73 V208 B 1.00 4.00 0.60 0.25 0.60 5.80 V212 1.00 8.60 0.60 0.18 0.93 11.87 V213 1.00 5.20 0.50 0.18 0.47 6.14 V214 A 1.00 10.51 0.70 0.25 1.84 17.34 V214 B 1.00 6.80 0.60 0.25 1.02 9.86 V215 A 1.00 8.10 0.60 0.25 1.22 11.75 V215 B 1.00 7.75 0.40 0.19 0.59 7.67 V216/V217/V218 3.00 6.20 0.40 0.19 1.41 18.41 V219 1.00 7.14 0.40 0.19 0.54 7.07 V220 1.00 9.95 0.40 0.19 0.76 9.85 V221 1.00 7.42 0.50 0.18 0.67 8.76 V222 A 1.00 4.62 0.60 0.18 0.50 6.38 V222 B 1.00 6.60 0.60 0.25 0.99 9.57 V223 A 1.00 6.40 0.50 0.18 0.58 7.55 V223 B 1.00 5.80 0.60 0.23 0.80 8.29 V223 C 1.00 1.45 0.60 0.18 0.16 2.00 V223 D 1.00 3.71 0.60 0.18 0.40 5.12 V223 E 1.00 5.90 0.60 0.25 0.89 8.56 V224 1.00 1.68 0.50 0.13 0.11 1.90 V225/V226 2.00 4.38 0.50 0.18 0.79 10.34 V227 1.00 3.20 0.50 0.18 0.29 3.78 V228 1.00 7.98 0.50 0.18 0.72 9.42 V229 1.00 5.90 0.60 0.25 0.89 8.56 V230 1.00 2.54 0.40 0.13 0.13 2.36 V231/V232 2.00 2.74 0.40 0.13 0.28 5.10 V233 A 1.00 1.35 1.01 0.66 0.90 3.62 V233 B 1.00 3.00 0.70 0.39 0.82 5.37 V233 C 1.00 13.00 0.70 0.25 2.28 21.45 V234 1.00 3.55 0.50 0.18 0.32 4.19 V235 1.00 5.90 0.60 0.25 0.89 8.56 V236 1.00 24.33 0.60 0.25 3.65 35.28 V237 1.00 27.95 0.60 0.25 4.19 40.53 V238 A 1.00 28.05 0.60 0.25 4.21 40.67 V238 B 1.00 28.40 0.60 0.20 3.41 39.76 V239 A 1.00 24.95 0.40 0.19 1.90 24.70 VF A 1.00 29.30 0.50 0.14 2.05 33.40 VF B 1.00 29.30 0.50 0.19 2.78 34.87 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 64.88 715.04 0.00 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA ESTRUTURA (LAJES) CLIENTE : CRITÉRIO ADOTADO: OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : AForma =(L1 x L2) x Quant. Obs.: Quant. de aço deverá ser ASSUNTO: SUBSOLO - TORRE A E PISCINA obtida dos resumos das plantas No. FOLHA: 06 E 05 CONCRETO FCK: 18 MPa DATA: LAJES QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 (LARG.) (COMP) (ESP) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) L1 1.00 2.43 4.37 0.10 1.06 10.62 L2 1.00 2.60 3.81 0.10 0.99 9.91 L3 1.00 2.00 5.40 0.10 1.08 10.80 L4 1.00 2.18 6.00 0.10 1.31 13.08 L5 1.00 1.43 4.01 0.10 0.57 5.73 L6 2.00 1.65 5.77 0.10 1.90 19.04 L7 1.00 1.80 5.90 0.10 1.06 10.62 L8 1.00 2.00 3.90 0.10 0.78 7.80 L9 1.00 4.37 4.62 0.10 2.02 20.19 L10 1.00 3.40 4.62 0.10 1.57 15.71 L11 1.00 4.35 4.35 0.10 1.89 18.92 L12 A 1.00 4.35 7.15 0.10 3.11 31.10 L12 B 1.00 0.30 1.57 0.10 0.05 0.47 L12 C 1.00 2.75 0.65 0.10 0.18 1.79 L12 D 1.00 0.45 3.45 0.10 0.16 1.55 L13 A 1.00 4.01 6.23 0.12 3.00 24.98 L13 B 1.00 0.25 3.50 0.12 0.11 0.88 L14 A 1.00 5.20 6.23 0.12 3.89 32.40 L15 A 1.00 4.43 3.70 0.15 2.46 16.39 L15 B 1.00 1.58 3.70 0.15 0.88 5.85 L16 A 1.00 1.28 6.25 0.15 1.20 8.00 L16 B 2.00 2.40 6.25 0.15 4.50 30.00 L17 1.00 2.90 7.75 0.10 2.25 22.48 L18/L19 A 2.00 0.80 2.45 0.10 0.39 3.92 L18/L19 B 2.00 3.75 4.25 0.10 3.19 31.88 L20/L22 2.00 3.75 5.20 0.10 3.90 39.00 L21 1.00 1.53 1.28 0.10 0.20 1.96 L23/L26 2.00 2.75 3.04 0.10 1.67 16.72 L24/L27 2.00 2.95 3.02 0.10 1.78 17.82 L25 C 1.00 1.43 2.35 0.15 0.50 3.36 L15 D 1.00 2.35 4.80 0.15 1.69 11.28 L25 1.00 1.95 2.54 0.10 0.50 4.95 L28 1.00 4.10 6.23 0.12 3.07 25.54 L29 1.00 4.80 6.23 0.12 3.59 29.90 L30 A 1.00 1.73 1.55 0.15 0.40 2.68 L30 B 1.00 1.73 0.50 0.15 0.13 0.87 L30 C 1.00 1.25 1.95 0.15 0.37 2.44 L30 D 1.00 3.90 1.50 0.15 0.88 5.85 L30 E 1.00 4.55 6.25 0.15 4.27 28.44 L31 A 1.00 1.68 6.20 0.15 1.56 10.42 L31 B 1.00 2.13 1.75 0.15 0.56 3.73 L31 C 1.00 2.00 2.70 0.15 0.81 5.40 L31 D 1.00 1.88 1.60 0.15 0.45 3.01 L32 1.00 4.35 4.62 0.10 2.01 20.10 L33 1.00 3.40 4.60 0.10 1.56 15.64 L34 1.00 4.40 4.40 0.10 1.94 19.36 L35 A 1.00 1.00 4.40 0.10 0.44 4.40 L35 B 1.00 3.15 4.95 0.10 1.56 15.59 L35 C 1.00 3.02 4.80 0.10 1.45 14.50 L35D 1.00 0.25 1.55 0.10 0.04 0.39 L36 A 1.00 1.40 3.90 0.12 0.66 5.46 L36 B 1.00 4.10 4.85 0.12 2.39 19.89 L37 A 1.00 4.40 4.15 0.12 2.19 18.26 L37 B 1.00 1.80 1.90 0.12 0.41 3.42 L37 C 1.00 2.25 1.90 0.12 0.51 4.28 L38 A 1.00 2.05 2.80 0.15 0.86 5.74 L38 B 1.00 4.25 2.80 0.15 1.79 11.90 L38 C 1.00 6.38 3.20 0.15 3.06 20.42 L39 A 1.00 2.10 6.25 0.15 1.97 13.13 L39 A 1.00 1.60 6.25 0.15 1.50 10.00 L40 1.00 4.30 6.65 0.10 2.86 28.60 L41 1.00 3.30 6.65 0.10 2.19 21.95 L42 1.00 5.95 6.00 0.12 4.28 35.70 L43 1.00 5.30 6.00 0.12 3.82 31.80 L44 A 1.00 0.35 5.95 0.12 0.25 2.08 L44 B 1.00 5.95 6.35 0.12 4.53 37.78 L45 A 1.00 1.88 1.81 0.12 0.41 3.40 L45 B 1.00 1.40 1.95 0.12 0.33 2.73 L45 C 1.00 3.35 4.35 0.12 1.75 14.57 L46 A 1.00 3.58 2.20 0.15 1.18 7.88 L46 B+L47 B 1.00 1.00 12.59 0.15 1.89 12.59 L47 A 1.00 3.80 2.20 0.15 1.25 8.36 L46 C 1.00 1.00 12.19 0.15 1.83 12.19 L47 C 1.00 1.00 10.73 0.15 1.61 10.73 L ESCADA 1.00 4.85 2.54 0.12 1.48 12.32 LAJE PISCINA 0.00 0.00 L101 A 1.00 3.83 2.00 0.10 0.77 7.66 L101 B 1.00 0.20 1.00 0.10 0.02 0.20 L102 1.00 1.88 6.70 0.10 1.26 12.60 L103 1.00 1.65 5.80 0.10 0.96 9.57 L104 1.00 2.48 6.45 0.10 1.60 16.00 L105 1.00 3.86 3.26 0.10 1.26 12.58 L106 1.00 6.85 6.40 0.12 5.26 43.84 L107/L108 2.00 0.76 1.70 0.10 0.26 2.58 L110 1.00 1.63 7.05 0.10 1.15 11.49 L111 1.00 3.35 3.25 0.10 1.09 10.89 L109 A 1.00 6.34 5.45 0.12 4.15 34.55 L109 B 1.00 1.85 1.40 0.12 0.31 2.59 L109 C 1.00 1.30 1.38 0.12 0.22 1.79 L112 A 1.00 2.00 4.25 0.12 1.02 8.50 L112 B 1.00 4.75 6.45 0.12 3.68 30.64 L113 A 1.00 1.70 0.70 0.10 0.12 1.19 L113 B 1.00 2.20 2.95 0.10 0.65 6.49 L113 C 1.00 1.55 4.60 0.10 0.71 7.13 L114 1.00 1.76 1.92 0.10 0.34 3.38 LF3 1.00 2.08 6.35 0.10 1.32 13.21 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 146.08 1,249.52 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA ESTRUTURA (LAJES) CLIENTE : CRITÉRIO ADOTADO: OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : AForma =(L1 x L2) x Quant. Obs.: Quant. de aço deverá ser ASSUNTO: SUBSOLO - TORRE B obtida dos resumos das plantas No. FOLHA: 07 CONCRETO FCK: 18 MPa DATA: LAJES QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 (LARG.) (COMP) (ESP) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) L48/L71 2.00 4.10 6.10 0.10 5.00 50.02 L49 A 1.00 1.60 5.36 0.10 0.86 8.58 L49 B 1.00 4.55 6.60 0.10 3.00 30.03 L50 1.00 3.43 5.36 0.10 1.84 18.38 L51 1.00 4.30 4.38 0.10 1.88 18.83 L52 A 1.00 4.38 7.15 0.10 3.13 31.32 L52 B 1.00 2.70 0.60 0.10 0.16 1.62 L52 C 1.00 3.45 0.45 0.10 0.16 1.55 L53 A 1.00 3.70 3.75 0.10 1.39 13.88 L53 B 1.00 3.45 2.40 0.10 0.83 8.28 L54 1.00 4.43 6.10 0.10 2.70 27.02 L55 A 1.00 0.45 3.08 0.10 0.14 1.39 L55 B 1.00 3.70 6.15 0.10 2.28 22.76 L56 1.00 4.10 6.13 0.10 2.51 25.13 L57 1.00 4.55 6.13 0.10 2.79 27.89 L58/L59 2.00 3.76 5.03 0.10 3.78 37.83 L60 1.00 3.75 5.24 0.10 1.97 19.65 L61 1.00 2.75 3.05 0.10 0.84 8.39 L62 1.00 3.05 3.00 0.10 0.92 9.15 L63 1.00 1.68 1.48 0.10 0.25 2.49 L64 1.00 1.90 2.45 0.10 0.47 4.66 L65 1.00 3.75 5.20 0.10 1.95 19.50 L66 1.00 3.21 2.74 0.10 0.88 8.80 L67 1.00 3.03 2.92 0.10 0.88 8.85 L68 1.00 3.70 6.23 0.10 2.31 23.05 L69 1.00 3.93 6.23 0.10 2.45 24.48 L70 1.00 3.10 6.23 0.10 1.93 19.31 L72 1.00 4.55 6.15 0.10 2.80 27.98 L73 A 1.00 1.65 4.60 0.10 0.76 7.59 L73 B 1.00 3.10 4.60 0.10 1.43 14.26 L73 C 1.00 0.45 1.65 0.10 0.07 0.74 L73 D 1.00 0.45 3.10 0.10 0.14 1.40 L74 1.00 4.40 4.35 0.10 1.91 19.14 L75 A 1.00 2.80 0.60 0.10 0.17 1.68 L75 B 1.00 3.30 0.40 0.10 0.13 1.32 L75 C 1.00 4.35 7.05 0.10 3.07 30.67 L76 A 1.00 3.70 6.10 0.10 2.26 22.57 L77 A 1.00 3.48 6.10 0.10 2.12 21.23 L78 1.00 3.13 6.15 0.10 1.92 19.25 LF 2.00 0.60 6.18 0.10 0.74 7.42 L ESCADA 1.00 4.80 2.54 0.10 1.22 12.19 0.00 0.00 0.00 0.00 SUB-TOTAL 66.04 660.28 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA ESTRUTURA (LAJES) CLIENTE : CRITÉRIO ADOTADO: OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : AForma =(L1 x L2) x Quant. Obs.: Quant. de aço deverá ser ASSUNTO: SUBSOLO - TORRE C obtida dos resumos das plantas No. FOLHA: 08 CONCRETO FCK: 18 MPa DATA: LAJES QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 (LARG.) (COMP) (ESP) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) L79 1.00 4.25 6.65 0.10 2.83 28.26 L80 1.00 3.36 6.65 0.10 2.23 22.34 L81 1.00 5.20 5.90 0.10 3.07 30.68 L82 1.00 6.40 5.90 0.10 3.78 37.76 L83 1.00 3.35 6.90 0.10 2.31 23.12 L84 1.00 4.53 6.90 0.10 3.13 31.26 L85 1.00 4.53 6.90 0.10 3.13 31.26 L86 1.00 3.25 6.90 0.10 2.24 22.43 L87 1.00 4.55 4.25 0.10 1.93 19.34 L88 1.00 3.40 4.55 0.10 1.55 15.47 L89 1.00 4.40 4.35 0.10 1.91 19.14 L90 A 1.00 1.00 4.40 0.10 0.44 4.40 L90 B 1.00 2.75 4.95 0.10 1.36 13.61 L90 C 1.00 3.40 4.80 0.10 1.63 16.32 L90 D 1.00 0.25 1.57 0.10 0.04 0.39 L91 A 1.00 3.60 5.50 0.10 1.98 19.80 L91 B 1.00 3.35 0.75 0.10 0.25 2.51 L92 1.00 4.10 6.25 0.10 2.56 25.63 L93 A 1.00 0.25 3.15 0.10 0.08 0.79 L94 1.00 3.20 6.30 0.10 2.02 20.16 L95 A 1.00 0.63 2.20 0.10 0.14 1.39 L95 B 1.00 0.40 0.55 0.10 0.02 0.22 L95 C 1.00 2.70 7.30 0.10 1.97 19.71 L96/L97 2.00 3.75 5.00 0.10 3.75 37.50 L98 A 1.00 0.75 2.55 0.10 0.19 1.91 L98 B 1.00 0.50 2.50 0.10 0.13 1.25 L99 2.00 3.70 5.24 0.10 3.88 38.78 L102 1.00 1.68 1.48 0.10 0.25 2.49 L100/L105 2.00 3.11 2.75 0.10 1.71 17.11 L101/L106 2.00 3.02 2.92 0.10 1.76 17.64 L103 1.00 1.95 2.54 0.10 0.50 4.95 L107 1.00 3.60 6.10 0.10 2.20 21.96 L108 1.00 3.68 6.20 0.10 2.28 22.82 L109 A 1.00 0.50 3.15 0.10 0.16 1.58 L109 B 1.00 4.28 6.30 0.10 2.70 26.96 L110 A 1.00 0.40 3.15 0.10 0.13 1.26 L110 B 1.00 3.03 6.30 0.10 1.91 19.09 L111 1.00 4.35 4.40 0.10 1.91 19.14 L112 A 1.00 3.25 4.80 0.10 1.56 15.60 L112 B 1.00 2.80 4.95 0.10 1.39 13.86 L112 C 1.00 1.00 4.35 0.10 0.44 4.35 L113 A 1.00 3.25 1.75 0.10 0.57 5.69 L113 B 1.00 3.65 2.97 0.10 1.08 10.84 L114 1.00 3.30 4.65 0.10 1.53 15.35 L115 A 1.00 0.40 3.15 0.10 0.13 1.26 L115 B 1.00 4.30 6.30 0.10 2.71 27.09 L116 A 1.00 0.45 3.15 0.10 0.14 1.42 L116 B 1.00 3.03 6.30 0.10 1.91 19.09 L117 1.00 3.08 5.35 0.10 1.65 16.48 L118 1.00 3.35 6.50 0.10 2.18 21.78 L119 A 1.00 3.70 6.50 0.10 2.41 24.05 L119 B 1.00 0.20 3.90 0.10 0.08 0.78 L120 A 1.00 0.20 1.10 0.10 0.02 0.22 L120 B 1.00 2.28 4.40 0.10 1.00 10.03 L121 A 1.00 0.15 1.20 0.10 0.02 0.18 L121 B 1.00 2.48 3.20 0.10 0.79 7.94 LF 1.00 0.60 29.00 0.10 1.74 17.40 L ESC. 1.00 4.80 2.54 0.10 1.22 12.19 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 86.63 866.03 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA ESTRUTURA (PILARES) CRITÉRIO ADOTADO: CLIENTE : OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : AForma =2(L2+ L3) x L1xQuant. Obs.: Quant. de aço deverá ser ASSUNTO: TÉRREO obtida dos resumos das plantas No. FOLHA: CONCRETO FCK: 18 MPa DATA: PILARES QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 AÇO CA-60 (ALT.) (LARG.) (COMP.) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM 6,40 A 9,50MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) (kg) P1/P5/P6/P22/P26/P27 6.00 3.05 0.18 0.66 2.17 30.74 P11/P19/P12/P20 4.00 3.05 0.18 0.66 1.45 20.50 P7/P23 2.00 3.05 0.34 0.40 0.83 9.03 P2/P28 2.00 3.05 0.18 1.20 1.32 16.84 P8/P24 2.00 3.05 0.25 0.75 1.14 12.20 P13/P17/P15 3.00 3.05 0.18 1.00 1.65 21.59 P14/P18 2.00 3.05 0.18 0.66 0.72 10.25 P3/P29 2.00 3.05 0.18 0.92 1.01 13.42 P9/P25 2.00 3.05 0.18 1.20 1.32 16.84 P4/P30 2.00 3.05 0.18 0.80 0.88 11.96 P10/P16/P21 3.00 3.05 0.18 1.00 1.65 21.59 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 14.14 184.96 0.00 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA ESTRUTURA (VIGAS) CLIENTE : CRITÉRIO ADOTADO: OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : AForma =(2 x L2+L3) x L1 x Quant. Obs.: Quant. de aço deverá ser ASSUNTO: TÉRREO / TIPO obtida dos resumos das plantas No. FOLHA: CONCRETO FCK: 18 MPa DATA: VIGAS QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 AÇO CA-60 (COMP) (ALT.) (LARG.) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM 6,40 A 9,50MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) (kg) V1 2.00 1.64 0.50 0.13 0.21 3.71 V2 2.00 3.04 0.50 0.13 0.40 6.87 V ESC. 1.00 3.50 0.50 0.18 0.32 4.13 V3 2.00 2.77 0.50 0.13 0.36 6.26 V4 2.00 5.04 0.50 0.13 0.66 11.39 V5 1.00 2.54 0.50 0.13 0.17 2.87 V7 2.00 3.20 0.50 0.13 0.42 7.23 V6/V9 2.00 1.68 0.50 0.13 0.22 3.80 V8 2.00 4.45 0.50 0.13 0.58 10.06 V10 2.00 7.56 0.50 0.13 0.98 17.09 V11 2.00 4.80 0.50 0.18 0.86 11.33 V12 2.00 3.71 0.50 0.18 0.67 8.76 TEST. A 2.00 4.80 0.50 0.12 0.58 10.75 TEST. B 2.00 1.48 0.50 0.12 0.18 3.32 V13 2.00 10.39 0.50 0.18 1.87 24.52 V14 2.00 2.81 0.50 0.18 0.51 6.63 V15 2.00 5.26 0.50 0.13 0.68 11.89 V16 A 2.00 2.82 0.50 0.13 0.37 6.37 V16 B 2.00 2.28 0.50 0.18 0.41 5.38 V17 2.00 0.50 0.50 0.18 0.09 1.18 V18 A 2.00 3.21 0.50 0.13 0.42 7.25 V18 B 2.00 1.06 0.50 0.18 0.19 2.50 V19 2.00 3.88 0.50 0.13 0.50 8.77 V20 1.00 3.30 0.50 0.18 0.30 3.89 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUB-TOTAL 11.95 185.95 0.00 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA ESTRUTURA (LAJES) CLIENTE : CRITÉRIO ADOTADO: OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : AForma =(L1 x L2) x Quant. Obs.: Quant. de aço deverá ser ASSUNTO: TÉRREO/ TIPO obtida dos resumos das plantas No. FOLHA: CONCRETO FCK: 18 MPa DATA: LAJES QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 (LARG.) (COMP) (ESP) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) L1/L13 A 2.00 1.64 4.11 0.08 1.08 13.48 L1/L13 B 2.00 3.22 3.58 0.08 1.84 23.06 L2/L14 A 2.00 0.62 2.20 0.08 0.22 2.73 L2/L14 B 2.00 4.45 3.36 0.08 2.39 29.90 L3/L15 2.00 4.45 4.40 0.08 3.13 39.16 L7/L12 2.00 3.86 5.31 0.08 3.28 40.99 L8 A 1.00 1.10 1.50 0.12 0.20 1.65 L8 B 1.00 1.32 0.55 0.12 0.09 0.73 L8 C 1.00 1.01 0.50 0.12 0.06 0.51 L9 1.00 1.55 2.54 0.09 0.35 3.94 L6/L11 2.00 3.21 2.95 0.09 1.70 18.94 L10 1.00 1.68 1.53 0.07 0.18 2.57 L4/L16 A 2.00 3.48 4.80 0.10 3.34 33.41 L4/L16 B 2.00 5.08 3.79 0.10 3.85 38.51 L5/L17 2.00 1.48 4.68 0.12 1.66 13.85 L A 2.00 0.46 0.41 0.10 0.04 0.38 L B 2.00 0.20 0.21 0.10 0.01 0.08 L ESC A 1.00 2.40 2.54 0.12 0.73 6.10 L ESC B 1.00 0.66 2.54 0.12 0.20 1.68 LESC C 1.00 1.80 0.65 0.12 0.14 1.17 0.00 0.00 0.00 0.00 SUB-TOTAL 24.49 272.84 0.00 0.00 0.00 0.00 SBD S/C LTDA MEDIÇAO: FORMA/CONCRETO/ARMAÇÃO NA ESTRUTURA (PILARES) CRITÉRIO ADOTADO: CLIENTE : OBRA : VConc. = L1 x L2 x L3 x Quant. LOCAL : AForma =2(L2+ L3) x L1xQuant. Obs.: Quant. de aço deverá ser ASSUNTO: PAVIMENTO TIPO obtida dos resumos das plantas No. FOLHA: CONCRETO FCK: 18 MPa DATA: PILARES QUANT. L1 L2 L3 VOL. AREA AÇO CA-50 AÇO CA-50 AÇO CA-50 AÇO CA-60 AÇO CA-60 (ALT.) (LARG.) (COMP.) CONC. FORMA ATÉ 4,76MM 6,25 A 9,52MM 12,70 A 25,40MM 3,40 A 6,00MM 6,40 A 9,50MM (m) (m) (m) (m3) (m2) (kg) (kg) (kg) (kg) (kg) P1/P5/P6/P22/P26/P27 6.00 2.70 0.18 0.66 1.92 27.22 P11/P19/P12/P20 4.00 2.70 0.18 0.66 1.28 18.14 P7/P23 2.00 2.70 0.34
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