5(/$d­2'2$d2 V1 V2 V3 V4 V5 V6 V7 V8 V9 V10 V11 $d2N DIAMQUANTC.UNITC.TOTAL (mm) (cm) (cm) CA60 1 5.0 284 91 25844 2 5.0 277 81 22437 CA50 3 8.0 2 400 800 4 8.0 2 580 1160 5 8.0 2 225 450 6 8.0 2 279 558 7 8.0 2 366 732 8 8.0 2 978 1956 9 8.0 2 323 646 10 8.0 2 1199 2398 11 8.0 2 210 420 12 10.0 4 955 3820 13 10.0 1 325 325 14 10.0 2 981 1962 15 10.0 2 433 866 16 10.0 2 632 1264 17 10.0 2 1115 2230 18 10.0 1 310 310 19 10.0 2 1134 2268 20 10.0 2 330 660 21 10.0 2 1003 2006 22 10.0 2 328 656 23 10.0 1 835 835 24 10.0 2 1200 2400 25 10.0 2 192 384 26 12.5 2 957 1914 27 12.5 1 325 325 28 12.5 2 978 1956 29 12.5 2 969 1938 30 12.5 1 295 295 31 12.5 2 1001 2002 32 12.5 1 335 335 33 12.5 2 973 1946 5(6802'2$d2 $d2DIAM (mm) C.TOTAL (m) PESO + 10\% (kg) CA50 8.0 91.2 39.6 10.0 199.9 135.5 12.5 107.1 113.5 CA60 5.0 482.8 81.9 PESO TOTAL (kg) CA50 288.6 CA60 81.9 9ROXPHGHFRQFUHWR &  Pñ ÈUHDGHIRUPD Pð P1 V9 P3 P4 P5 20 345 20 262.5 20 262.5 20 345 23 N1 c\/15 262.5 18 N1 c\/15 262.5 18 N1 c\/15 15 945 1¡&W  1¡&W  145 36 945 1¡&W  ESC 1:25 V1 (20 x 30) A A 6(d­2$$ ESC 1:20 30 20 15 25 1¡&W  280 P6 V9 P8 P9 P10 20 335 40 250 25 260 20 335 23 N2 c\/15 250 17 N2 c\/15 260 18 N2 c\/15 15 945 15 1¡&W  1¡&W (2c) 120 32 945 30 1¡&W  ESC 1:25 V2 (15 x 30) A A 6(d­2$$ ESC 1:20 30 15 10 25 1¡&W  280 P23 P24 20 365 20 365 25 N1 c\/15 1¡&W  12 400 26 1¡&W  ESC 1:25 V5 (20 x 30) A A 6(d­2$$ ESC 1:20 30 20 15 25 1¡&W  280 P11 P13 P14 P15 20 335 40 250 25 260 20 335 23 N2 c\/15 250 17 N2 c\/15 260 18 N2 c\/15 945 12 1¡&W  1¡&W  137.5 945 38 1¡&W  ESC 1:25 V3 (15 x 30) A A 6(d­2$$ ESC 1:20 30 15 10 25 1¡&W  280 P16 P18 P19 P20 20 342.5 25 257.5 25 260 20 342.5 23 N2 c\/15 257.5 18 N2 c\/15 112 8 N2 c\/14 148 10 N2 c\/15 945 12 1¡&W  1¡&W (2c) 152.5 945 31 1¡&W  ESC 1:25 V4 (15 x 30) A A 6(d­2$$ ESC 1:20 30 15 10 25 1¡&W  280 P23 P21 20 190 20 190 13 N1 c\/15 1¡&W  5 25 225 29 1¡&W  ESC 1:25 V7 (20 x 30) A A 6(d­2$$ ESC 1:20 30 20 15 25 1¡&W  280 P24 P25 P26 20 262.5 20 262.5 20 262.5 18 N1 c\/15 262.5 18 N1 c\/15 1¡&W  31 580 26 1¡&W  ESC 1:25 V6 (20 x 30) A A 6(d­2$$ ESC 1:20 30 20 15 25 1¡&W  280 P21 P16 P11 P6 P1 20 132.5 20 295 20 295 20 297.5 20 132.5 9 N1 c\/15 295 20 N1 c\/15 295 20 N1 c\/15 297.5 20 N1 c\/15 1¡&W  1¡&W  145 12 1115 12 1¡&W  ESC 1:25 V8 (20 x 30) A A 6(d­2$$ ESC 1:20 30 20 15 25 1¡&W  280 V2 V1 335 300 20 N2 c\/15 1¡&W  20 330 20 1¡&W  ESC 1:25 V9 (15 x 30) A A 6(d­2$$ ESC 1:20 30 15 10 25 1¡&W  280 P24 P18 P13 P8 P3 40 325 15 300 15 300 15 300 20 325 22 N2 c\/15 300 20 N2 c\/15 300 20 N2 c\/15 300 20 N2 c\/15 1¡&W  1¡&W  1¡&W  1¡&W  67 1¡&W  ESC 1:25 V10 (15 x 30) A A 6(d­2$$ ESC 1:20 30 15 10 25 1¡&W  280 P26 P20 P15 P10 P5 20 322.5 20 295 20 295 20 297.5 20 322.5 22 N1 c\/15 295 20 N1 c\/15 295 20 N1 c\/15 297.5 20 N1 c\/15 1¡&W  1¡&W  5 25 1173 1¡&W  53 185 27 1¡&W  ESC 1:25 V11 (20 x 30) A A 6(d­2$$ ESC 1:20 30 20 15 25 1¡&W  280 PRANCHAASSUNTO 14 35235,(7È5,2 OBRA \/ LOCAL ESCALA 1:150 DATA &2/$%25$d­2 9,*$6ž3$9 3UHIHLWXUD0XQLFLSDOGH&RWLSRUmCNPJ: 90.898.487\/0001-64 DEZEMBRO\/2021 Engenheira Civil Camila Schmitt Caccia - CREA RS190280 Mateus D. Zardo 6('((63257,9$&209(67,È5,26 5(63216È9(/7e&1,&$ 3DUTXH/HRQHO$QW{QLR3DOXGR5žGH0DLRQž&(1752&27,325­56