Beams Cutting List by Piece Mark

Project: 24 Avenue

Report: Beams Cutting List (by Piece Mark) 02-Jan-06

Beams 3rd floor

Pc. Mark Shape Length Qty. Pc. Mark Shape Length Qty.

301 W12x45 17'-11 1/4" 2

302 W12x35 15'-9 1/2" 2

303 W12x26 18'-8 3/4" 2

304 W8x18 5'-2 1/4" 1

305 W8x15 5'-2" 6

306 W8x15 5'-4" 3

307 W8x15 5'-4" 3

308 W8x48 20'-6 1/4" 1

309 W8x28 20'-6 1/4" 2

310 W12x22 20'-2 1/4" 1

311 W8x28 20'-6 1/4" 2

312 W8x28 20'-2 1/4" 1

313 W8x21 18'-8 3/4" 3

314 W8x48 20'-2 3/4" 1

315 W8x28 20'-4 1/2" 1

316 W8x28 20'-6 1/2" 1

317 W8x58 17'-7 1/2" 2

318 W8x58 15'-1 3/4" 1

319 W8x48 16'-2 1/4" 1

320 W8x24 6'-7" 1

321 W8x24 14'-0 1/2" 1

322 W8x18 13'-4 1/2" 1

323 W8x18 13'-4 1/4" 3

324 W8x18 13'-4 1/2" 1

325 W8x18 13'-4 1/4" 2

326 W12x35 20'-11 1/4" 1

327 W8x18 13'-4 1/4" 1

328 W8x18 13'-4 1/4" 3

329 W8x18 13'-4 1/2" 1

330 W12x22 17'-7" 2

331 W12x26 19'-9 3/4" 1

332 W8x28 19'-9 3/4" 3

333 W8x18 7'-2 1/4" 1

334 W8x24 12'-5 1/2" 1

335 W8x15 7'-2 1/2" 2

336 W8x48 21'-7 3/4" 1

337 W8x15 7'-3 3/4" 2

338 W12x30 20'-11" 1

339 W12x35 20'-11 1/4" 1

340 W8x18 7'-2 1/4" 1

341 W8x24 12'-5 1/2" 1

342 W8x18 19'-9 1/2" 1

343 W8x31 19'-9 1/2" 2

344 W8x31 21'-0 3/4" 1

345 W8x48 18'-0 1/2" 1

346 W8x48 18'-0 1/4" 1

347 W8x18 13'-9" 1

348 W8x18 13'-9" 3

349 W8x18 13'-9" 1

350 W8x18 13'-9" 2

351 W8x18 13'-9" 1

352 W8x48 15'-1 3/4" 1

353 W8x48 16'-2 1/4" 1

354 W8x18 13'-9" 1

355 W8x18 13'-9" 3

356 W8x24 6'-7" 1

357 W8x24 11'-10" 1

358 W8x28 20'-6 1/2" 1

359 W8x48 20'-6 1/2" 1

360 W8x28 20'-6 1/2" 2

361 W8x28 20'-2 1/4" 1

362 W8x28 20'-6 1/2" 2

363 W8x48 20'-2 1/2" 1

364 W8x21 18'-8 1/2" 3

365 W8x48 20'-2 3/4" 1

366 W8x21 20'-4 3/4" 1

367 W8x18 5'-2" 1

368 W8x28 20'-0 1/2" 2

369 W8x15 7'-0 1/2" 1

370 W8x15 7'-0 1/2" 2

371 W8x18 6'-10 1/2" 1

372 W12x35 20'-10 3/4" 1

373 W8x31 21'-0 3/4" 3

374 W8x35 21'-0 3/4" 1

375 W8x31 21'-0 3/4" 3

376 W12x26 21'-0 3/4" 1

Monday, January 02, 2006 Page 1 of 2


377 W12x26 17'-6 3/4" 2

378 W12x35 20'-10 3/4" 1

379 W8x18 4'-8 1/4" 1

380 W8x15 4'-10 1/4" 2

381 W8x15 4'-10 1/4" 1


Project: 24 Avenue

Report: Columns Cutting List (by Piece Mark) 02-Jan-06

Columns


1-1 W8x40 30'-11" 1

11-1 W8x40 22'-3 1/2" 1

12-1 W8x67 24'-11" 1

13-1 W8x67 30'-11" 1

14-1 W8x40 22'-3 1/2" 1

16-1 W8x58 30'-11" 1

17-1 W8x48 30'-11" 1

19-1 W8x40 22'-3 1/2" 1

20-1 W8x40 30'-11" 1

21-1 W8x40 30'-11" 1

22-1 W8x40 22'-3 1/2" 1

24-1 W8x48 30'-11" 1

25-1 W8x31 22'-3 1/2" 1

28-1 W8x31 22'-3 1/2" 1

29-1 W8x24 22'-3 1/2" 1

30-1 W8x40 22'-3 1/2" 1

3-1 W8x35 22'-3 1/2" 1

33-1 W8x40 22'-3 1/2" 1

34-1 W8x24 22'-3 1/2" 1

35-1 W8x31 22'-3 1/2" 1

38-1 W8x31 22'-3 1/2" 1

4-1 W8x40 30'-11" 1

43-1 W8x35 22'-3 1/2" 1

46-1 W8x35 22'-3 1/2" 1

5-1 W8x40 30'-11" 1

51-1 W8x31 22'-3 1/2" 1

54-1 W8x31 22'-3 1/2" 1

57-1 TS4x4x3/8 22'-3" 1

58-1 TS4x4x3/8 22'-3" 1

59-1 TS4x4x3/8 22'-3" 1

60-1 TS4x4x3/8 22'-3" 1

6-1 W8x35 22'-3 1/2" 1

61-1 W8x67 30'-11" 1

62-1 W8x67 30'-11" 1

8-1 W8x40 30'-11" 1

9-1 W8x58 24'-11" 1


Project: 24 Avenue

Report: Beam - Sheet No 02-Jan-06

Pc. Mark Sheet No Pc. Mark Sheet No Pc. Mark Sheet No301 B3-1

302 B3-1

303 B3-1

304 B3-1

305 B3-1

306 B3-1

307 B3-1

308 B3-1

309 B3-2

310 B3-2

311 B3-2

312 B3-2

313 B3-2

314 B3-2

315 B3-2

316 B3-2

317 B3-3

318 B3-3

319 B3-3

320 B3-3

321 B3-3

322 B3-3

323 B3-3

324 B3-4

325 B3-4

326 B3-4

327 B3-4

328 B3-4

329 B3-4

330 B3-4

331 B3-4

332 B3-4

333 B3-5

334 B3-5

335 B3-5

336 B3-5

337 B3-5

338 B3-5

339 B3-5

340 B3-5

341 B3-6

342 B3-6

343 B3-6

344 B3-6

345 B3-6

346 B3-6

347 B3-6

348 B3-6

349 B3-7

350 B3-7

351 B3-7

352 B3-7

353 B3-7

354 B3-7

355 B3-7

356 B3-7

357 B3-8

358 B3-8

359 B3-8

360 B3-8

361 B3-8

362 B3-8

363 B3-8

364 B3-8

365 B3-9

366 B3-9

367 B3-9

368 B3-9

369 B3-9

370 B3-9

371 B3-9

372 B3-9

373 B3-10

374 B3-10

375 B3-10

376 B3-10

377 B3-10

378 B3-10

379 B3-10

380 B3-10

381 B3-10


Project: 24 Avenue

Report: Sheet No-Beam 02-Jan-06

B3-1

301302303304305306307308

B3-10

373374375376377378379380381

B3-2

309310311312313314315316

B3-3

317318319320321322323

B3-4

324

325326327328329330331332

B3-5

333334335336337338339340

B3-6

341342343344345346347348

B3-7

349350351352353354355356

B3-8

357358359

360361362363364

B3-9

365366367368369370371372


640Total Pc's: 92,373Total Weight: 46.2lbs / Ton

Project: 24 Avenue

Report: CUTTING LIST. Beams & Columns 02-Jan-06

Section Total LengthTotal WeightPieces Piece Length Steel Grade

W8x67 6,2143 30'-11" 92'-9"1. A572-50

W8x67 1,6691 24'-11" 24'-11"2. A572-50

W8x58 8781 15'-1 3/4" 15'-1 3/4"3. A572-50

W8x58 2,0452 17'-7 1/2" 35'-3"4. A572-50

W8x58 1,4451 24'-11" 24'-11"5. A572-50

W8x58 1,7931 30'-11" 30'-11"6. A572-50

W8x48 9851 20'-6 1/4" 20'-6 1/4"7. A572-50

W8x48 1,5542 16'-2 1/4" 32'-4 1/2"8. A572-50

W8x48 7271 15'-1 3/4" 15'-1 3/4"9. A572-50

W8x48 8661 18'-0 1/2" 18'-0 1/2"10. A572-50

W8x48 8651 18'-0 1/4" 18'-0 1/4"11. A572-50

W8x48 1,9422 20'-2 3/4" 40'-5 1/2"12. A572-50

W8x48 9861 20'-6 1/2" 20'-6 1/2"13. A572-50

W8x48 9701 20'-2 1/2" 20'-2 1/2"14. A572-50

W8x48 1,0391 21'-7 3/4" 21'-7 3/4"15. A572-50

W8x48 2,9682 30'-11" 61'-10"16. A572-50

W8x40 7,4206 30'-11" 185'-6"17. A572-50

W8x40 5,3506 22'-3 1/2" 133'-9"18. A572-50

W8x35 7371 21'-0 3/4" 21'-0 3/4"19. A572-50

W8x35 3,1214 22'-3 1/2" 89'-2"20. A572-50

W8x31 1,2272 19'-9 1/2" 39'-7"21. A572-50

W8x31 4,5717 21'-0 3/4" 147'-5 1/4"22. A572-50

W8x31 4,1466 22'-3 1/2" 133'-9"23. A572-50



W8x28 1,1312 20'-2 1/4" 40'-4 1/2"24. A572-50

W8x28 1,6643 19'-9 3/4" 59'-5 1/4"25. A572-50

W8x28 1,1222 20'-0 1/2" 40'-1"26. A572-50

W8x28 3,4516 20'-6 1/2" 123'-3"27. A572-50

W8x28 2,2984 20'-6 1/4" 82'-1"28. A572-50

W8x28 5711 20'-4 1/2" 20'-4 1/2"29. A572-50

W8x24 1,0702 22'-3 1/2" 44'-7"30. A572-50

W8x24 3371 14'-0 1/2" 14'-0 1/2"31. A572-50

W8x24 2841 11'-10" 11'-10"32. A572-50

W8x24 5982 12'-5 1/2" 24'-11"33. A572-50

W8x24 3162 6'-7" 13'-2"34. A572-50

W8x21 1,1803 18'-8 3/4" 56'-2 1/4"35. A572-50

W8x21 4281 20'-4 3/4" 20'-4 3/4"36. A572-50

W8x21 1,1793 18'-8 1/2" 56'-1 1/2"37. A572-50

W8x18 3561 19'-9 1/2" 19'-9 1/2"38. A572-50

W8x18 2,97012 13'-9" 165'-0"39. A572-50

W8x18 2592 7'-2 1/4" 14'-4 1/2"40. A572-50

W8x18 1241 6'-10 1/2" 6'-10 1/2"41. A572-50

W8x18 2,1639 13'-4 1/4" 120'-2 1/4"42. A572-50

W8x18 7223 13'-4 1/2" 40'-1 1/2"43. A572-50

W8x18 931 5'-2" 5'-2"44. A572-50

W8x18 931 5'-2 1/4" 5'-2 1/4"45. A572-50

W8x18 841 4'-8 1/4" 4'-8 1/4"46. A572-50

W8x15 4656 5'-2" 31'-0"47. A572-50

W8x15 4806 5'-4" 32'-0"48. A572-50

W8x15 3173 7'-0 1/2" 21'-1 1/2"49. A572-50

W8x15 2162 7'-2 1/2" 14'-5"50. A572-50



W8x15 2183 4'-10 1/4" 14'-6 3/4"51. A572-50

W8x15 2192 7'-3 3/4" 14'-7 1/2"52. A572-50

W12x45 1,6142 17'-11 1/4" 35'-10 1/2"53. A572-50

W12x35 1,4632 20'-10 3/4" 41'-9 1/2"54. A572-50

W12x35 1,4662 20'-11 1/4" 41'-10 1/2"55. A572-50

W12x35 1,1052 15'-9 1/2" 31'-7"56. A572-50

W12x30 6281 20'-11" 20'-11"57. A572-50

W12x26 9742 18'-8 3/4" 37'-5 1/2"58. A572-50

W12x26 5151 19'-9 3/4" 19'-9 3/4"59. A572-50

W12x26 5481 21'-0 3/4" 21'-0 3/4"60. A572-50

W12x26 9132 17'-6 3/4" 35'-1 1/2"61. A572-50

W12x22 7742 17'-7" 35'-2"62. A572-50

W12x22 4441 20'-2 1/4" 20'-2 1/4"63. A572-50

TS4x4x3/8 1,5374 22'-3" 89'-0"64. A500 GR.B

L6x3 1/2x3/8 14615 0'-10" 12'-6"65. A36

L6x3 1/2x3/8 26639 0'-7" 22'-9"66. A36

L6x3 1/2x3/8 26639 0'-7" 22'-9"67. A36

L6x3 1/2x3/8 14615 0'-10" 12'-6"68. A36

L4x4x3/8 41 0'-5 1/2" 5 1/2"69. A36

L4x4x3/8 41 0'-5 1/2" 5 1/2"70. A36

L4x3 1/2x3/8 1,360326 0'-5 1/2" 149'-5"71. A36

L4x3 1/2x3/8 27142 0'-8 1/2" 29'-9"72. A36

640Total Pc's: 92,373Total Weight: 46.2lbs / Ton


92373.3 lbsJob Weight: 46.2 Ton

Project: 24 Avenue

Report: STEEL SUMMARY. Beams & Columns 02-Jan-06

Section Total LengthTotal Weight Steel Grade

W8x67 7,884 117'-8"1. A572-50

W8x58 6,161 106'-2 3/4"2. A572-50

W8x48 12,902 268'-9 1/2"3. A572-50

W8x40 12,770 319'-3"4. A572-50

W8x35 3,858 110'-2 3/4"5. A572-50

W8x31 9,944 320'-9 1/4"6. A572-50

W8x28 10,237 365'-7 1/4"7. A572-50

W8x24 2,605 108'-6 1/2"8. A572-50

W8x21 2,787 132'-8 1/2"9. A572-50

W8x18 6,865 381'-4 3/4"10. A572-50

W8x15 1,916 127'-8 3/4"11. A572-50

W12x45 1,614 35'-10 1/2"12. A572-50

W12x35 4,034 115'-3"13. A572-50

W12x30 628 20'-11"14. A572-50

W12x26 2,950 113'-5 1/2"15. A572-50

W12x22 1,218 55'-4 1/4"16. A572-50

TS4x4x3/8 1,537 89'-0"17. A500 GR.B

L6x3 1/2x3/8 825 70'-6"18. A36

L4x4x3/8 9 11"19. A36

L4x3 1/2x3/8 1,630 179'-2"20. A36

92373.3 lbsJob Weight: 46.2 Ton


Report: AnglesProject: 24 Avenue

02-Jan-06

Beams & ColumnsAngle Mark QuantityMaterial Length

S2L 39L6x3 1/2x3/8 0'-7"1.

S2R 39L6x3 1/2x3/8 0'-7"2.

S3L 15L6x3 1/2x3/8 0'-10"3.

S3R 15L6x3 1/2x3/8 0'-10"4.

X2 327L4x3 1/2x3/8 0'-5 1/2"5.

X28 1L4x4x3/8 0'-5 1/2"6.

X3 42L4x3 1/2x3/8 0'-8 1/2"7.

Total: 478


Report: PLatesProject: 24 Avenue 02-Jan-06

PLate Mark QuantityMaterial Length

bp1 14PL 1x16 1'-4"1.

bp3 16PL 1/2x9 9"2.

bp4 2PL 1/2x9 9"3.

bp5 3PL 1/2x6 1/2 10"4.

bp6 1PL 1/2x8 10"5.

cp3 4PL 1/2x4 4"6.

ps2 13PL 3/8x4 5 1/2"7.

Total PL's: 53


Report: Total BoltsProject: 24 Avenue 02-Jan-06

QuantityBolt Length

6923/4" Dia. A325 SC 21.2783/4" Dia. A325 SC 2 1/22.6603/4" Dia. A325 SC 2 1/43.243/4" Dia. A325 SC 2 3/44.

Total Bolts: 1654


Report: Shop BoltsProject: 24 Avenue 02-Jan-06

QuantityBolt Length

663/4" Dia. A325 SC 2 1/21.4483/4" Dia. A325 SC 2 1/42.

Total: 514


Report: Field BoltsProject: 24 Avenue 02-Jan-06

QuantityBolt Length

6923/4" Dia. A325 SC 21.2123/4" Dia. A325 SC 2 1/22.2123/4" Dia. A325 SC 2 1/43.243/4" Dia. A325 SC 2 3/44.

Total: 1140


Project: 24 AvenueReport: Steel Order List 02-Jan-06

Steel Shape Qty Length Total Length

A36

L4x3 1/2x3/8

9 20'-0" 180'-0"

L4x4x3/8

1 20'-0" 20'-0"

L6x3 1/2x3/8

4 20'-0" 80'-0"

A500 GR.B

TS4x4x3/8

4 25'-0" 100'-0"

A572-50

W12x22

1 20'-0" 20'-0"

1 35'-0" 35'-0"

W12x26

3 40'-0" 120'-0"

W12x30

1 25'-0" 25'-0"

W12x35

3 40'-0" 120'-0"

W12x45

1 40'-0" 40'-0"

W8x15

4 25'-0" 100'-0"

1 35'-0" 35'-0"Monday, January 02, 2006 Page 1 of 2

Steel Shape Qty Length Total Length

W8x18

10 40'-0" 400'-0"

W8x21

2 30'-0" 60'-0"

2 40'-0" 80'-0"

W8x24

2 40'-0" 80'-0"

1 35'-0" 35'-0"

W8x28

1 25'-0" 25'-0"

1 30'-0" 30'-0"

8 40'-0" 320'-0"

W8x31

1 30'-0" 30'-0"

1 20'-0" 20'-0"

7 40'-0" 280'-0"

W8x35

1 35'-0" 35'-0"

2 40'-0" 80'-0"

W8x40

8 40'-0" 320'-0"

W8x48

7 40'-0" 280'-0"

W8x58

2 40'-0" 80'-0"

1 30'-0" 30'-0"

W8x67

3 40'-0" 120'-0"Monday, January 02, 2006 Page 2 of 2

Documents

Beams Cutting List by Piece Mark