Rebar Sample Estimates

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Page: 1 of 3Weights in Imperial (lb)Lengths in Imperial

10/15/2007 07:05 PM Estimate Summary Report Estimate: 000003 CSU Lonng Beach Parking Structure 3

Bid/Pages Included: 001 CSU Long Beach 002 Masonry Walls 003 Pile Dowels

Takeoff In-Process Base Bid Takeoff In-Process Base Bid Takeoff In-Process Base Bid

FABRICATION DISTRIBUTION

SIZE STRAIGHT HEAVY LIGHT OTHER TOTAL %

3 Bar 0 2,317 589 0 2,906 0

4 Bar 557,573 132,178 1,708 0 691,459 25

5 Bar 109,685 142,351 453,066 0 705,102 25

6 Bar 133,899 51,172 0 0 185,071 7

7 Bar 27,162 9,081 0 0 36,243 1

8 Bar 244,673 95,366 0 0 340,039 12

9 Bar 66,945 61,717 0 0 128,661 5

10 Bar 75,845 271,839 0 0 347,683 12

11 Bar 23,567 285,652 0 0 309,219 11

14 Bar 0 63,551 0 0 63,551 2

18 Bar 0 0 0 0 0 0

OTHER 0 0 0 0 0 0

TOTAL 1,239,348 1,115,223 455,363 0 2,809,935 1,405 TONS

% 44 40 16 0 100

GRADE DISTRIBUTION

SIZE 60 Grade 40 Grade 75 Grade A706 Grade OTHER TOTAL

3 Bar 2,906 0 0 0 0

4 Bar 665,419 0 0 26,040 0

5 Bar 324,777 0 0 380,325 0

6 Bar 185,071 0 0 0 0

7 Bar 36,243 0 0 0 0

8 Bar 332,540 0 0 7,499 0

9 Bar 60,229 0 0 68,433 0

10 Bar 271,754 0 0 75,929 0

11 Bar 64,974 0 0 244,244 0

14 Bar 27,260 0 0 36,292 0

18 Bar 0 0 0 0 0

OTHER 0 0 0 0 0

TOTAL 1,971,173 0 0 838,762 0 2,809,935

OTHER

SIZE 60 Grade 40 Grade 75 Grade A706 Grade OTHER TOTAL Mesh Wt Mesh Area

SPIRALS 0 0 0 0 0 0

ROUNDS 0 0 0 0 0 0

BAR TOTAL 1,971,173 0 0 838,762 0 2,809,935

MESH 0 0

FOB 135,410 0 0 0 0 135,410 (Included in above Totals)





PLACING SUMMARY - BARBIDITEM SAC DESCRIPTION WEIGHT % SIZE 3 SIZE 4 SIZE 5 SIZE 6 SIZE 7 SIZE 8 SIZE 9 SIZE 10 SIZE 11 SIZE 14 SIZE 18

001 1006 PILE CAPS 206,184 8 55 5,724 3,885 24,942 5,887 26,105 23,859 19,131 77,370 19,227 0

001 1011 MAT / RAFT FTG'S 2,571 0 0 0 264 185 0 0 2,122 0 0 0 0

001 1021 CONT / STRIP FTG'S 34,590 1 0 1,874 2,958 22,159 2,349 704 4,548 0 0 0 0

001 1051 S.O.G. - REBAR ONLY 136,934 5 0 129,367 106 3,797 3,664 0 0 0 0 0 0

001 1101 COLUMNS (NON-FRAME) 236,482 9 0 0 136,757 0 1,044 46,568 0 44,081 0 8,033 0

001 1106 COLUMNS (FRAME) 620,049 24 0 0 316,531 0 0 3,202 34,435 25,197 204,393 36,292 0

001 1201 WALLS - (LIGHT) & BARRIER 1,221 0 0 0 1,221 0 0 0 0 0 0 0 0

001 1306 BEAMS (FRAME) 204,261 8 0 26,040 63,794 0 0 4,297 33,997 50,732 25,400 0 0

001 1316 BEAMS (PRECAST) 475,636 18 2,262 114,529 53,828 58,859 17,020 112,572 28,803 87,763 0 0 0

001 1401 SLABS (MILD) 147,842 6 0 2,540 0 0 0 144,404 898 0 0 0 0

001 1436 SLABS (POST-TENSIONED) 528,991 20 589 384,265 67,944 71,072 5,122 0 0 0 0 0 0

001 1806 PITS, ELEVATOR, ,DOCK LEV 1,475 0 0 0 1,073 402 0 0 0 0 0 0 0

CSU Long Beach 2,596,237

002 1457 SPANDRELS & CURBS 20,135 26 0 2,828 17,308 0 0 0 0 0 0 0 0

002 2229 Masonry Walls 58,153 74 0 18,937 39,215 0 0 0 0 0 0 0 0

Masonry Walls 78,288

TOTALS: 2,674,525 2,906 686,103 704,883 181,416 35,086 337,853 128,661 226,904 307,163 63,551 0

%: 100.00% 0.11% 25.65% 26.36% 6.78% 1.31% 12.63% 4.81% 8.48% 11.48% 2.38% 0.00%

PLACING SUMMARY - SPIRALSBIDITEM SAC DESCRIPTION WEIGHT % SIZE 3 SIZE 4 SIZE 5 SIZE 6 SIZE 7 SIZE 8 SIZE 9 SIZE 10 SIZE 11 SIZE 14 SIZE 18

TOTALS: 0 0 0 0 0 0 0 0 0 0 0 0

%: 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

PLACING SUMMARY - ROUNDSBIDITEM SAC DESCRIPTION WEIGHT % SIZE 3 SIZE 4 SIZE 5 SIZE 6 SIZE 7 SIZE 8 SIZE 9 SIZE 10 SIZE 11 SIZE 14 SIZE 18

TOTALS: 0 0 0 0 0 0 0 0 0 0 0 0

%: 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

PLACING SUMMARY - MESHBIDITEM SAC DESCRIPTION WEIGHT % AREA

TOTALS: 0 0





FOB SUMMARY - BARBIDITEM SAC DESCRIPTION WEIGHT % SIZE 3 SIZE 4 SIZE 5 SIZE 6 SIZE 7 SIZE 8 SIZE 9 SIZE 10 SIZE 11 SIZE 14 SIZE 18

001 1304 Mild Beams 14,630 100 0 5,356 219 3,655 1,157 2,187 0 0 2,056 0 0

CSU Long Beach 14,630

003 2231 F.O.B. GROUT DWLS 120,779 100 0 0 0 0 0 0 0 120,779 0 0 0

Pile Dowels 120,779

TOTALS: 135,410 0 5,356 219 3,655 1,157 2,187 0 120,779 2,056 0 0

%: 100.00% 0.00% 3.96% 0.16% 2.70% 0.85% 1.61% 0.00% 89.20% 1.52% 0.00% 0.00%

FOB SUMMARY - SPIRALSBIDITEM SAC DESCRIPTION WEIGHT % SIZE 3 SIZE 4 SIZE 5 SIZE 6 SIZE 7 SIZE 8 SIZE 9 SIZE 10 SIZE 11 SIZE 14 SIZE 18

TOTALS: 0 0 0 0 0 0 0 0 0 0 0 0

%: 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

FOB SUMMARY - ROUNDSBIDITEM SAC DESCRIPTION WEIGHT % SIZE 3 SIZE 4 SIZE 5 SIZE 6 SIZE 7 SIZE 8 SIZE 9 SIZE 10 SIZE 11 SIZE 14 SIZE 18

TOTALS: 0 0 0 0 0 0 0 0 0 0 0 0

%: 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00% 0.00%

FOB SUMMARY - MESHBIDITEM SAC DESCRIPTION WEIGHT % AREA

TOTALS: 0 0


10/15/2007 07:05 PM Estimate Weight Summary Report 000003 CSU Lonng Beach Parking Structure 3 Bid/Pages Included:

001 CSU Long Beach 002 Masonry Walls 003 Pile Dowels


------------- Rebar-Black Weight by Grade -------------

Size ault Grade 40 Grade 75 Grade 60 Grade A706 Grade A36 Grade A82 Grade Total

3 Bar 0 0 0 2906 0 0 0 2906

4 Bar 0 0 0 665419 26040 0 0 691459

5 Bar 0 0 0 324777 380325 0 0 705102

6 Bar 0 0 0 185071 0 0 0 185071

7 Bar 0 0 0 36243 0 0 0 36243

8 Bar 0 0 0 332540 7499 0 0 340039

9 Bar 0 0 0 60229 68433 0 0 128661

10 Bar 0 0 0 271754 75929 0 0 347683

11 Bar 0 0 0 64974 244244 0 0 309219

14 Bar 0 0 0 27260 36292 0 0 63551

Total: 0 0 0 1971173 838762 0 0 2809935

------------------------------------ Rebar-Black Weight by Fab Type -------------------------------

Size Stock Straight Spiral Heavy Medium Light Processed Processed Total

3 Bar 0 0 0 2317 0 589 0 0 2906

4 Bar 321087 236485 0 132178 0 1708 0 0 691459

5 Bar 34544 75141 0 142351 0 453066 0 0 705102

6 Bar 64286 69613 0 51172 0 0 0 0 185071

7 Bar 10833 16329 0 9081 0 0 0 0 36243

8 Bar 75614 169059 0 95366 0 0 0 0 340039

9 Bar 4080 62865 0 61717 0 0 0 0 128661

10 Bar 0 75845 0 271839 0 0 0 0 347683

11 Bar 0 23567 0 285652 0 0 0 0 309219

14 Bar 0 0 0 63551 0 0 0 0 63551

Total: 510445 728904 0 1115223 0 455363 0 0 2809935

------------------------ FIELD INSTALLED ------------------------

Sac Part Weight Wt/Ft Pieces Ft/Piece Wt/Piece Straight Heavy Light

1006 PILE CAPS

3 55 16 9.1 0 55 0

4 5724 748 11.5 0 5724 0

5 3885 813 4.6 0 3885 0

6 24942 1836 9.0 3152 21790 0

7 5887 96 30.0 5887 0 0

8 26105 1294 7.6 0 26105 0

9 23859 664 10.6 0 23859 0

10 19131 374 11.9 0 19131 0

11 62918 844 14.0 0 62918 0

11+ 14451 192 14.2 0 14451 0

14 19227 226 11.1 0 19227 0

SAC Total: 206184 2.935 7103 9.9 29.0 9039 197145 0

1011 MAT / RAFT FTG'S

5 264 40 6.3 0 264 0

6 185 18 6.8 0 185 0

9 2122 52 12.0 2122 0 0

SAC Total: 2571 2.570 110 9.1 23.4 2122 449 0

1021 CONT / STRIP FTG'S

4 1874 1020 2.8 0 1874 0

5 2958 470 6.0 0 2958 0

6 22159 1042 14.2 8766 13393 0

7 2349 40 28.7 2349 0 0

8 704 92 2.9 514 190 0

9 4548 30 44.6 4548 0 0

SAC Total: 34590 1.495 2694 8.6 12.8 16176 18415 0

1051 S.O.G. - REBAR ONLY

4 129367 11066 17.5 124835 4532 0

5 106 14 7.2 106 0 0

6 3797 144 17.6 3797 0 0

7 3664 88 20.4 1906 1758 0

SAC Total: 136934 0.691 11312 17.5 12.1 130644 6290 0

1101 COLUMNS (NON-FRAME)





5 136757 11619 11.3 0 0 136757

7 1044 24 21.3 0 1044 0

8 46568 832 21.0 0 46568 0

10 44081 550 18.6 0 44081 0

14 8033 70 15.0 0 8033 0

SAC Total: 236482 1.475 13095 12.2 18.1 0 99725 136757

1106 COLUMNS (FRAME)

5+ 316531 28256 10.7 0 221 316309

8+ 3202 120 10.0 0 3202 0

9+ 34435 576 17.6 0 34435 0

10+ 25197 316 18.5 0 25197 0

11+ 204393 1944 19.8 0 204393 0

14+ 36292 278 17.1 0 36292 0

SAC Total: 620049 1.704 31490 11.6 19.7 0 303740 316309

1201 WALLS - (LIGHT) & BARRIER WALL

5 1221 159 7.4 1146 76 0

SAC Total: 1221 1.043 159 7.4 7.7 1146 76 0

1306 BEAMS (FRAME)

4+ 26040 2000 19.5 26040 0 0

5+ 63794 7858 7.8 4419 59375 0

8+ 4297 80 20.1 3233 1064 0

9+ 33997 237 42.2 32232 1765 0

10+ 50732 294 40.1 45307 5425 0

11+ 25400 117 40.9 22361 3039 0

SAC Total: 204261 1.592 10586 12.1 19.3 133593 70668 0

1316 BEAMS (PRECAST)

3 2262 4189 1.4 0 2262 0

4 114529 18082 9.5 59938 54591 0

5 53828 7320 7.1 1261 52567 0

6 58859 1472 26.6 50251 8608 0

7 17020 225 37.0 17020 0 0

8 112572 1774 23.8 96522 16050 0

9 28803 281 30.1 28044 759 0

10 87763 782 26.1 30537 57226 0

SAC Total: 475636 1.368 34125 10.2 13.9 283573 192063 0

1401 SLABS (MILD)

4 2540 225 16.9 2540 0 0

8 144404 1620 33.4 144404 0 0

9 898 12 22.0 0 898 0

SAC Total: 147842 2.542 1857 31.3 79.6 146944 898 0

1436 SLABS (POST-TENSIONED)

3 589 696 2.2 0 0 589

4 384265 47846 12.0 323080 59476 1708

5 67944 5257 12.4 67774 170 0

6 71072 2735 17.3 63971 7100 0

7 5122 392 6.4 0 5122 0

SAC Total: 528991 0.765 56926 12.2 9.3 454826 71868 2297

1457 SPANDRELS & CURBS

4 2828 1087 3.9 0 2828 0

5 17308 3430 4.8 0 17308 0

SAC Total: 20135 0.967 4517 4.6 4.5 0 20135 0

1806 PITS, ELEVATOR, ,DOCK LEVELERS

5 1073 100 10.3 935 138 0

6 402 30 8.9 306 96 0

SAC Total: 1475 1.138 130 10.0 11.3 1241 234 0

2229 Masonry Walls

4 18937 1689 16.8 18937 0 0

5 39215 1982 19.0 34044 5172 0





SAC Total: 58153 0.882 3671 18.0 15.8 52981 5172 0

========== ========== ========== ========== ==========

INSTALLED TOTALS: 2674525 1.255 177775 12.0 15.0 1232285 986877 455363

--------------------------- FOB ITEMS ---------------------------

Sac Part Weight Wt/Ft Pieces Ft/Piece Wt/Piece Straight Heavy Light

1304 Mild Beams

4 5356 928 8.6 2202 3154 0

5 219 45 4.7 0 219 0

6 3655 124 19.6 3655 0 0

7 1157 24 23.6 0 1157 0

8 2187 36 22.7 0 2187 0

11 2056 12 32.2 1206 850 0

SAC Total: 14630 1.177 1169 10.6 12.5 7064 7566 0

2231 F.O.B. GROUT DWLS

10 120779 2372 11.8 0 120779 0

SAC Total: 120779 4.303 2372 11.8 50.9 0 120779 0

========== ========== ========== ========== ==========

FOB TOTALS: 135410 3.343 3541 11.4 38.2 7064 128346 0


Takeoff Listing 10/15/2007

Estimate: Bid: Bid Status:

000003 CSU Lonng Beach Parking Structure 3 001 CSU Long Beach Takeoff In-Process BPage:1

Itm Sac Str Mul Pcs Qty Part Lgt Typ Bt Remarks Weight 0001 **Beginning of Bid**

0002

0003 ***Pile Caps**

0004

0005 1006 PC 46 16 736 8 8-2 Hea S2.1,10/S4.3 EW B @PC-4A 16048

0006 1006 PC 46 16 736 6 7-10 Hea EW T @PC-4A 8660

0007 1006 PC 46 5 230 5 4-6 Hea 22/S4.3 HAIRPINS 1080

0008 1006 PC 47 8 376 9 8-10 Hea SW B @PC-4B 11293

0009 1006 PC 47 8 376 6 9-10 Hea LW T @PC-4B 5553

0010 1006 PC 47 8 376 6 7-10 Hea SW T @PC-4B 4424

0011 1006 PC 47 6 282 5 4-6 Hea 22/S4.3 HAIRPINS 1324

0012 1006 PC 16 16 256 10 11-2 Hea S2.1,17/S4.3 EW B @PC-5 12301

0013 1006 PC 16 16 256 6 7-10 Hea EW T @PC-5 3012

0014 1006 PC 16 7 112 5 4-6 Hea 22/S4.3 HAIRPINS 526

0015 1006 PC 31 12 372 8 6-7 Hea S2.1,9/S4.3 B @PC-3 6539

0016 1006 PC 31 6 186 8 7-1 Hea B @PC-3 3518

0017 1006 PC 31 3 93 5 4-6 Hea 22/S4.3 HAIRPINS 436

0018 1006 PC 2 6 12 6 7-10 Hea S2.1,8/S4.3 LW B @PC-2 141

0019 1006 PC 2 2 4 4 3-10 Hea B 1 EE @PC-2 10

0020 1006 PC 2 2 4 5 21-0 Hea TIES @PC-2 88

0021 1006 PC 2 8 16 3 9-1 Hea TIES @6 @PC-2 55

0022 1006 PC 2 4 8 4 3-6 Hea LINK 1 EC @PC-2 19

0023 1006 PC 2 2 4 5 4-6 Hea 22/S4.3 HAIRPINS 19

0024 1006 PC 2 16 32 6 30-0 Sto S2.1,7/S4.3 T CONT. 1442

0025 1006 PC 2 8 16 6 11-2 Str T CONT. 268

0026 1006 PC 2 16 32 6 30-0 Sto B CONT. 1442

0027 1006 PC 2 184 368 4 17-5 Hea TIES @6 4281

0028 1006 PC 2 184 368 4 5-9 Hea TIES @6 1413

0029 1006 PC 2 48 96 7 30-0 Sto SIDE FACE BARS EF 5887

0030 1006 PC 2 44 88 5 4-6 Hea 22/S4.3 HAIRPINS 413

0031

0032 ***Elv. pit Mat **

0033

0034 1011 MF 1 24 24 9 13-2 Str S2.1,6/S4.4,3/S8.1 LW @12 T&B 1074

0035 1011 MF 1 28 28 9 11-0 Str SW @12 T&B 1047

0036 1011 MF 1 18 18 6 6-10 Hea OF V DWLS @14 185

0037 1011 MF 1 20 20 5 6-4 Hea IF V DWLS @12 132

0038 1011 MF 1 20 20 5 6-4 Hea V DWLS @12 132

0039

0040 ***Elv. Pit***

0041

0042 1806 EP 1 18 18 6 7-10 Str S2.1,6/S4.4 @14" V OF 212

0043 1806 EP 1 22 22 5 7-10 Str V IF @12" 180

0044 1806 EP 1 18 18 5 21-4 Str EF H @12" 401

0045 1806 EP 1 12 12 5 6-0 Hea H @12" 75

0046 1806 EP 1 5 5 5 11-0 Str H @12" 57

0047 1806 EP 1 8 8 6 7-10 Str V OF @14" 94

0048 1806 EP 1 18 18 5 9-0 Str EF H @12" 169

0049 1806 EP 1 10 10 5 7-10 Str IF V @12" 82

0050 1806 EP 1 10 10 5 6-0 Hea V @12" 63

0051 1806 EP 1 5 5 5 9-0 Str H @12" 47

0052

0053 ***Cont Ftg***

0054

0055 1021 CF 1 34 34 7 30-0 Sto S2.1,18/S4.4 B CONT @WF-1 2085

0056 1021 CF 1 6 6 7 21-6 Str B CONT 264

0057 1021 CF 1 15 15 8 4-9 Hea TRANS @12 190

0058 1021 CF 2 187 374 5 6-0 Hea EF @8 CMU DWLS 2340

0059 1021 CF 1 6 6 6 30-0 Sto S2.1,24/S4.3 T CONT 270

0060 1021 CF 1 2 2 6 23-9 Str T CONT 71

0061 1021 CF 1 6 6 6 30-0 Sto B CONT 270

0062 1021 CF 1 2 2 6 20-9 Str B CONT 62

0063 1021 CF 1 74 74 4 2-9 Hea TIES @12 136

0064 1021 CF 1 10 10 9 60-0 Sto S2.1,9/S4.4 B @WF-2 2040

0065 1021 CF 1 5 5 9 12-0 Str B CONT 204

0066 1021 CF 1 10 10 9 60-0 Sto T CONT 2040

0067 1021 CF 1 5 5 9 15-6 Str T CONT 264

0068 1021 CF 1 77 77 8 2-6 Str TRANS @12" 514

0069 1021 CF 1 96 96 5 6-2 Hea 31/S5.7 @12" V DWLS 617

0070 1021 CF 11 6 66 6 20-0 Sto S2.1,24/S4.3 B BET GR B&C 1983

0071 1021 CF 11 2 22 6 12-9 Str B 421

0072 1021 CF 11 6 66 6 20-0 Sto T 1983





Itm Sac Str Mul Pcs Qty Part Lgt Typ Bt Remarks Weight 0073 1021 CF 11 2 22 6 15-9 Str T 520

0074 1021 CF 11 57 627 4 2-9 Hea TIES @12" 1152

0075 1021 CF 1 12 12 6 20-0 Sto S2.1,24/S4.3 B @ C/5-10.5 360

0076 1021 CF 1 2 2 6 9-11 Str B 30

0077 1021 CF 1 14 14 6 20-0 Sto T 421

0078 1021 CF 1 50 50 4 2-9 Hea TIES @12" 92

0079 1021 CF 1 12 12 6 20-0 Sto S2.1,24/S4.3 B @C/12.5-18 360

0080 1021 CF 1 2 2 6 7-11 Str B 24

0081 1021 CF 1 12 12 6 20-0 Sto T 360

0082 1021 CF 1 2 2 6 13-11 Str T 42

0083 1021 CF 1 49 49 4 2-9 Hea TIES @12" 90

0084 1021 CF 1 12 12 6 20-0 Sto S2.1,24/S4.3 T 1B/A.7-C.4 360

0085 1021 CF 1 2 2 6 6-0 Str S2.1,24/S4.3 T 1B/A.7-C.4 18

0086 1021 CF 1 10 10 6 20-0 Sto B 300

0087 1021 CF 1 2 2 6 16-9 Str B 50

0088 1021 CF 1 66 66 4 2-9 Hea TIES @12" 121

0089 1021 CF 5 4 20 6 12-0 Str S2.1,24/S4.3 T&B C.4,C,B.3,B,A.7 360

0090 1021 CF 5 20 100 4 2-9 Hea TIES @12" 184

0091 1021 CF 1 2 2 6 20-0 Sto S2.1,24/S4.3 T 20/A-A.4 60

0092 1021 CF 1 2 2 6 11-7 Str S2.1,24/S4.3 T 20/A-A.4 35

0093 1021 CF 1 2 2 6 20-0 Sto B 60

0094 1021 CF 1 2 2 6 10-7 Str B 32

0095 1021 CF 1 25 25 4 2-9 Hea TIES @12" 46

0096 1021 CF 1 4 4 6 20-0 Sto S2.1,24/S4.3 T A.4/20-22 120

0097 1021 CF 1 2 2 6 12-8 Str S2.1,24/S4.3 T A.4/20-22 38

0098 1021 CF 1 4 4 6 20-0 Sto B 120

0099 1021 CF 1 2 2 6 10-8 Str B 32

0100 1021 CF 1 29 29 4 2-9 Hea TIES @12" 53

0101

0102 ***Concrete Walls**

0103

0104 1201 WA 1 25 25 5 9-10 Str S2.1,31/S5.7,4,5/S5.3 @12" H @COL. 256

0105 1201 WA 1 10 10 5 7-3 Hea H DWLS @12" 76

0106 1201 WA 1 5 5 5 15-4 Str H 11.5/B-B.4 80

0107 1201 WA 1 5 5 5 20-2 Str H 11.5/B.4-B.7 105

0108 1201 WA 1 5 5 5 10-9 Str H 11.5/B.7-C 56

0109 1201 WA 1 5 5 5 15-4 Str H 11.5/C-C.4 80

0110 1201 WA 1 5 5 5 15-10 Str H 11.5/C.4-C.6 83

0111 1201 WA 1 5 5 5 16-4 Str H 11.5/C.6-D 85

0112 1201 WA 1 94 94 5 4-1 Str V 11.5/B-D 400

0113

0114 ***SOG**

0115

0116 1051 GS 21 166 3486 4 20-0 Sto S2.1 #4 @18" EW. GR A.3-E.6 46573

0117 1051 GS 1 166 166 4 12-7 Str S2.1 #4 @18" EW. GR A.3-E.6 1395

0118 1051 GS 19 13 247 4 20-0 Sto S2.1 #4 @18" EW. GR A-A.3 3300

0119 1051 GS 1 13 13 4 11-7 Str S2.1 #4 @18" EW. GR A-A.3 101

0120 1051 GS 19 14 266 4 20-0 Sto S2.1 #4 @18" EW. GR E.6-F 3554

0121 1051 GS 1 14 14 4 11-7 Str S2.1 #4 @18" EW. GR E.6-F 108

0122 1051 GS 16 256 4096 4 20-0 Sto S2.1 #4 @18" EW. GR 1-22 54723

0123 1051 GS 1 256 256 4 4-9 Str S2.1 #4 @18" EW. GR 1-22 812

0124 1051 GS 1 78 78 4 4-0 Hea S2.1,18/S4.4 #4 DWLS 208

0125 1051 GS 6 4 24 4 20-0 Sto 18/S4.4 #4 CONT. 321

0126 1051 GS 1 4 4 4 7-0 Str 18/S4.4 #4 CONT. 19

0127 1051 GS 6 4 24 4 20-0 Sto 13/S4.4 #4 CONT. 321

0128 1051 GS 1 4 4 4 7-0 Str 13/S4.4 #4 CONT. 19

0129 1051 GS 8 12 96 6 20-0 Sto 20/S4.3 #6 CONT. 2884

0130 1051 GS 8 6 48 6 12-8 Str 20/S4.3 #6 CONT. 913

0131 1051 GS 3 12 36 4 20-0 Sto 19/S4.3 #4 CONT 481

0132 1051 GS 25 6 150 4 20-0 Sto 19/S4.3 #4 CONT 2004

0133 1051 GS 1 6 6 4 3-6 Str 19/S4.3 #4 CONT 14

0134 1051 GS 23 2 46 7 20-0 Sto 18/S4.3 #7 CONT 1880

0135 1051 GS 1 2 2 7 6-4 Str 18/S4.3 #7 CONT 26

0136 1051 GS 20 2 40 7 21-6 Hea 18/S4.3 #7 @COL. 1758

0137 1051 GS 3 23 69 4 2-5 Hea 25/S4.4 #4 DWLS @CURB 111

0138 1051 GS 3 7 21 4 6-5 Hea 25/S4.4 #4 DWLS @CURB 90

0139 1051 GS 2 3 6 4 20-0 Sto 19/S4.1 #4 CONT 80

0140 1051 GS 3 23 69 4 2-5 Hea 3/S8.1 #4 DWLS @STEP 111

0141 1051 GS 1 25 25 4 2-5 Hea 3/S8.1 #4 DWLS @STEP 40

0142 1051 GS 2 6 12 5 7-0 Str 3/S8.1 #5 @18" 88

0143 1051 GS 1 2 2 5 8-8 Str 16/S4.4 #5 CONT @STAIR 18

0144 1051 GS 1 6 6 4 5-6 Hea 16/S4.4 @STAIR 22





Itm Sac Str Mul Pcs Qty Part Lgt Typ Bt Remarks Weight 0145 1051 GS 21 14 294 4 20-0 Sto 12/S4.1 @CJ 3928

0146 1051 GS 1 14 14 4 12-7 Str 12/S4.1 @CJ 118

0147 1051 GS 19 20 380 4 20-0 Sto Straight 5077

0148 1051 GS 1 20 20 4 11-7 Str 13/S4.1 @WPJ 155

0149 1051 GS 2 28 56 4 20-0 Sto 18/S4.1 #4 CONT @EDGE 748

0150 1051 GS 2 36 72 4 20-0 Sto 10/S4.4 #4 CONT @RAMP 962

0151 1051 GS 2 3 6 4 6-0 Str 10/S4.4 #4 CONT @RAMP 24

0152 1051 GS 2 145 290 4 6-5 Hea 10/S4.4 #4 @18" @RAMP 1243

0153 1051 GS 4 217 868 4 4-8 Hea 10/S4.4 #4 @18" @RAMP 2706

0154

0155 **Column Dwls** (Non Frame)

0156

0157 1021 CF 6 8 48 6 12-1 Hea Dwls C1-1A (Gr. B&D/5.5,6.5,7.5) 871

0158 1021 CF 4 8 32 6 12-1 Hea Dwls C1-1A (Gr. B&D/9.5 & 10.5) 581

0159 1021 CF 4 8 32 6 12-1 Hea Dwls C1-1A (Gr. B&D/12.5 &13.5) 581

0160 1021 CF 4 8 32 6 12-1 Hea Dwls C1-1A (Gr. B&D/14.5 &15.5) 581

0161 1021 CF 2 8 16 6 12-1 Hea Dwls C1-1A (Gr. B&D/16.5) 290

0162 1021 CF 8 8 64 6 12-1 Hea Dwls C1-1 (Gr. B&D/6,7,8,8.5) 1162

0163 1021 CF 14 8 112 6 12-1 Hea Dwls C1-1(Gr.B&D/9,10,11,13,14,15,16 2033

0164 1021 CF 6 8 48 6 12-1 Hea Dwls C1-2 (Gr. B&D/5,17,18) 871

0165 1021 CF 3 8 24 6 12-1 Hea Dwls C1-2A (Gr. C/5.5,6.5,7.5) 436

0166 1021 CF 1 8 8 6 12-1 Hea Dwls C1-2A (Gr. C/8.5) 145

0167 1021 CF 1 8 8 6 12-1 Hea Dwls C1-2A (Gr. C/5) 145

0168 1021 CF 2 8 16 6 12-1 Hea Dwls C1-2A (Gr. C/9.5 & 10.5) 290

0169 1021 CF 2 8 16 6 12-1 Hea Dwls C2-1A (Gr. C/12.5 &13.5) 290

0170 1021 CF 2 8 16 6 12-1 Hea Dwls C1-2A (Gr. C/14.5 &15.5) 290

0171 1021 CF 1 8 8 6 12-1 Hea Dwls C1-2A (Gr. C/16.5) 145

0172 1021 CF 2 8 16 6 12-1 Hea Dwls C1-2A (Gr. C/17,18) 290

0173 1021 CF 12 8 96 6 12-1 Hea Dwls C1-2A (Gr. E/5-18) 1742

0174 1021 CF 10 12 120 6 12-1 Hea Dwls C1-3 (Gr.1B/A.7,B,B.3,C,C.4)) 2178

0175 1021 CF 2 8 16 6 19-7 Hea Dwls C-4,5 (A.4/20 & 21) 471

0176 1806 EP 1 4 4 6 16-0 Hea Dwls C-6 (A./20) 96

0177

0178 **Columns (Non Frame)**

0179

0180 1101 CO 6 8 48 8 16-4 Hea C1-1A (Gr. B&D/5.5,6.5,7.5) Lvl.1-2 2093

0181 1101 CO 6 10 60 10 22-5 Hea Vert (Lvl.2-T.O. Ramp) 5788

0182 1101 CO 6 119 714 5 13-4 Lig Ties @ 4" (T.O.F-T.O.Ramp) 9929

0183 1101 CO 48 1 48 5 2-1 Lig 21/92-S4.2 Added Reinf. 104


0185

0186 1101 CO 4 8 32 8 16-4 Hea C1-1A (Gr. B&D/9.5 & 10.5) Lvl. 1-2 1396





0191

0192 1101 CO 4 8 32 8 16-4 Hea C1-1A (Gr. B&D/12.5 &13.5) Lvl. 1-2 1396





0197

0198 1101 CO 4 8 32 8 16-4 Hea C1-1A (Gr. B&D/14.5 &15.5) Lvl. 1-2 1396





0203

0204 1101 CO 2 8 16 8 16-4 Hea C1-1A (Gr. B&D/16.5) Lvl. 1-2 698





0209

0210 1101 CO 8 8 64 8 27-10 Hea C1-1C1-1 (Gr. B&D/6,7,8,8.5) 4756

0211 1101 CO 8 10 80 10 20-4 Hea Vert (Lvl.3-4) 7000




0215

0216 1101 CO 14 8 112 8 27-10 Hea Vrt C1-1(Gr.B&D/9,10,11,13,15,14,16 8323





Itm Sac Str Mul Pcs Qty Part Lgt Typ Bt Remarks Weight 0217 1101 CO 14 10 140 10 14-11 Hea Vert (Lvl.3-4) 8986




0221

0222 1101 CO 6 8 48 8 27-10 Hea C1-1C1-1 (Gr. B&D/5,17,18) Lvl-1-3 3567

0223 1101 CO 6 10 60 10 12-8 Hea Vert (Lvl.-4) 3270



0226

0227 1101 CO 3 8 24 8 15-11 Hea C1-2A (Gr. C/5.5,6.5,7.5) Lvl.1-2 1020





0232

0233 1101 CO 1 8 8 8 27-5 Hea Vert C1-2A (Gr. C/8.5) 586

0234 1101 CO 1 8 8 8 19-5 Hea Vert (Lvl.3-4) 415

0235 1101 CO 1 129 129 5 13-4 Lig Ties @ 4" (Lvl.1-4) 1794


0237

0238 1101 CO 1 8 8 8 27-5 Hea Vert. C1-2A (Gr. C/5)vl-1-3 586

0239 1101 CO 1 8 8 8 12-0 Hea Vert (Lvl.-4) 256

0240 1101 CO 1 122 122 5 13-4 Lig Ties @ 4" (T.O.F Lvl.-4) 1697


0242

0243 1101 CO 2 8 16 8 15-8 Hea C1-2A (Gr. B&D/9.5 & 10.5) Lvl. 1-2 669




0247

0248 1101 CO 2 8 16 8 15-11 Hea C2-1A (Gr. C/12.5 &13.5) Lvl. 1-2 680




0252

0253 1101 CO 2 8 16 8 15-11 Hea C1-2A (Gr. C/14.5 &15.5) Lvl. 1-2 680




0257

0258 1101 CO 1 8 8 8 15-11 Hea C1-2A (Gr. B&D/16.5) Lvl. 1-2 340




0262

0263 1101 CO 2 8 16 8 27-5 Hea C1-2A (Gr. C/17,8) Lvl-1-3 1171

0264 1101 CO 2 8 16 8 12-8 Hea Vert (Lvl-4) 541

0265 1101 CO 2 122 244 5 13-4 Lig Ties @ 4" (T.O.F-4) 3393


0267

0268 1101 CO 12 8 96 8 27-5 Hea Vert C1-2A (Gr. E/5-18) Lvl. 1-2 7027

0269 1101 CO 12 8 96 8 10-5 Hea Vert (Lvl-4) 2670

0270 1101 CO 12 113 1356 5 13-4 Lig Ties @ 4" (T.O.F-4) 18857


0272

0273 1101 CO 5 14 70 10 28-3 Hea Vert C1-3 (Gr.1B/A.7,B,B.3,C,C.4)) 8509

0274 1101 CO 5 14 70 14 15-0 Hea Vert W/ouplers (Lvl-4) 8033

0275 1101 CO 5 113 565 5 20-6 Lig Ties @ 4" (T.O.F-4) 12081

0276 1101 CO 5 113 565 5 2-8 Lig Ties @ 4" (T.O.F-4) 1571

0277 1101 CO 5 4 20 5 4-5 Lig 22/92-S4.2Hoop Ties 92


0279

0280 1101 CO 2 8 16 8 27-4 Hea Vert C-4,5 (A.4/20 & 21) Lvl. 1-3 1168

0281 1101 CO 2 8 16 8 27-6 Hea Vert (Lvl-3-Roof) 1175

0282 1101 CO 2 173 346 5 13-4 Lig Ties @ 4" (T.O.F-Roof) 4812


0284 1101 CO 2 8 16 7 26-11 Hea Vert C-6 (Gr. A/20) 880

0285 1101 CO 1 8 8 7 10-0 Hea Vert (Lvl-3-4) 164

0286 1101 CO 1 128 128 5 13-4 Lig Ties @ 4" (T.O.F.4) 1780


0288





Itm Sac Str Mul Pcs Qty Part Lgt Typ Bt Remarks Weight 0289 **Column Dwls (Frame)

0290

0291 1006 PC 8 12 96 11 14-2 Hea Dwls. Gr. F/2-5 & 18-21 7226

0292 1006 PC 8 4 32 14 12-1 Hea Dwls. W/ Couplers 2958

0293 1006 PC 12 16 192 11 14-2 Hea Dwls. Gr. F/6-17 (Ele. 29) 14451

0294 1006 PC 3 12 36 11 14-2 Hea Dwls. Gr. A/3,4,5 2710

0295 1006 PC 3 4 12 14 12-1 Hea Dwls. W/ Couplers 1109

0296 1006 PC 2 12 24 11 14-2 Hea Dwls. Gr. A/2 & 20 1806

0297 1006 PC 2 4 8 14 12-1 Hea Dwls. W/ Couplers Gr. A/2 & 20 740

0298 1006 PC 2 12 24 11 14-2 Hea Dwls. Gr. A/18 & 19 1806

0299 1006 PC 2 4 8 14 12-1 Hea Dwls. W/ Couplers Gr. A/18 & 19 740

0300 1006 PC 2 16 32 14 12-1 Hea Dwls. W/ Couplers Gr. 1/A.3 & E.6 2958

0301 1006 PC 12 16 192 11 14-2 Hea Dwls. Gr. 1/A.6 Thru E.4 14451

0302 1006 PC 8 18 144 9 12-10 Hea Dwls. Gr. B,C,D,E/2&21 6283

0303 1006 PC 8 18 144 9 12-10 Hea Dwls. Gr. B,C,D,E/4&19 6283

0304 1006 PC 1 14 14 11 14-2 Hea Dwls. Gr.12/B 1054

0305 1006 PC 1 14 14 10 13-4 Hea Dwls. Gr. 12/A.7 803

0306 1006 PC 1 14 14 11 14-2 Hea Dwls. Gr.12/A.2 1054

0307 1006 PC 2 14 28 11 10-1 Hea Dwls. Gr.11.5/D & B 1500

0308 1006 PC 5 8 40 14 9-10 Hea Dwls. Gr.11.5/C.6-B.4 3009

0309 1006 PC 5 6 30 14 7-10 Hea Dwls. Gr.11.5/C.6-B.4 1798

0310 1006 PC 2 16 32 11 14-2 Hea Dwls. Gr. 12/E.7 & D 2409

0311 1006 PC 4 14 56 10 13-7 Hea Dwls. Gr. 12/E.3-D.3 3273

0312 1006 PC 1 16 16 10 13-4 Hea Dwls. Gr. 18/A.6 918

0313 1006 PC 1 16 16 14 12-1 Hea Dwls. Gr. 18/A.9 1479

0314 1006 PC 1 16 16 14 12-1 Hea Dwls. Gr. 18/B.3 1479

0315 1006 PC 2 16 32 10 13-4 Hea Dwls. Gr. 19/B.9 & C.4 1836

0316 1006 PC 2 16 32 14 12-1 Hea Dwls. W/ Couplers Gr. 22/A.5 & E.8 2958

0317 1006 PC 12 16 192 11 14-2 Hea Dwls. Gr. 1/A.8 Thru E.5 14451

0318

0319 **Frame Columns**

0320

0321 **Frame 29 Elevation**

0322 1106 CO 8 12 96 11+ 26-8 Hea Vert. W/ CouplersGr. F/2-5 & 18-21 13601

0323 1106 CO 8 12 96 11+ 11-2 Hea Vert. W/ Threaded @ One End (lvl. 4) 5696

0324 1106 CO 8 4 32 11+ 24-0 Hea Vert. W/ Thread. @ One End & Coupler 4080

0325 1106 CO 8 4 32 14+ 11-2 Hea Vert. W/ Threaded @ One End (Lvl.4) 2734

0326 1106 CO 8 126 1008 5+ 18-10 Lig Ties @ 4" (T.ftg-T.O.Column) 19800


0328 1106 CO 128 2 256 5+ 2-1 Lig 21/92-S4.2 Added Reinf. 556

0329 1106 CO 12 12 144 11+ 26-8 Hea Vert. W/ Couplers Gr. F/6-17 20402

0330 1106 CO 12 4 48 11+ 26-8 Hea Vert W/ Coupler (Lvl. 1-3) 6801

0331 1106 CO 12 12 144 11+ 11-2 Hea Vert. W/ Threaded End (lvl. 4) 8543

0332 1106 CO 12 4 48 14+ 11-2 Hea Vert W/ Threaded Endr (Lvl. 4) 4100



0335 1106 CO 12 8 96 5+ 4-5 Lig 22/92-S4.2Hoop Ties 442


0337

0338 **Frame Elevation 20**

0339 1106 CO 3 12 36 11+ 26-8 Hea Vert.W/ Couplers Gr. A/3,4,5 5100

0340 1106 CO 3 12 36 11+ 11-2 Hea Vert.W/ Threaded End (lvl. 4) 2136

0341 1106 CO 3 4 12 14+ 24-0 Hea Vert. W/ Thread. @ One End & Coupler 2203

0342 1106 CO 3 4 12 14+ 11-2 Hea Vert. W/ Threaded (Lvl.4) 1025




0346 1106 CO 2 12 24 11+ 26-8 Hea Vert. W/ Coupl.Gr.A/2 & 20(Lvl. 1-3) 3400

0347 1106 CO 2 4 8 11+ 24-3 Hea Vert W/ Couplers (Lvl. 1-3) 1031

0348 1106 CO 1 16 16 11+ 11-2 Hea Vert.W/ Threaded E (lvl. 4) (Gr.A/2) 949

0349 1106 CO 1 16 16 11+ 11-2 Hea Vert. W/ Termina.& Thread. @ One End 949




0353 1006 PC 12 16 192 11+ 14-2 Hea Dwls. Gr.A/6-17 14451

0354 1106 CO 12 12 144 11+ 26-8 Hea Vert.W/ Coupler Gr.A/6-17 (Lvl. 1-3) 20402

0355 1106 CO 12 4 48 11+ 26-8 Hea Vert W/ Couplers (Lvl. 1-3) 6801

0356 1106 CO 12 12 144 11+ 11-2 Hea Vert. W/ Threaded @ One End(lvl. 4) 8543

0357 1106 CO 12 4 48 14+ 11-2 Hea Vert W/ Thread @ One End (Lvl. 4) 4100



0360 1106 CO 12 8 96 5+ 4-5 Lig 22/92-S4.2Hoop Ties 442





Itm Sac Str Mul Pcs Qty Part Lgt Typ Bt Remarks Weight 0361 1106 CO 192 2 384 5+ 2-1 Lig 21/92-S4.2 Added Reinf. 834

0362 1106 CO 2 12 24 11+ 26-8 Hea Vert.W/Couplers Gr. A/18 & 19 3400

0363 1106 CO 2 4 8 11+ 24-0 Hea Vert.W/ Threaded @ One End & Coupler 1020

0364 1106 CO 2 12 24 11+ 11-2 Hea Vert.W/ Threaded @ One End (lvl. 4) 1424

0365 1106 CO 2 4 8 14+ 11-2 Hea Vert W/ Threaded @ One End (Lvl. 4) 683




0369


0371 1106 CO 2 16 32 10+ 24-0 Hea Vert. W/ Couplers Gr. 1/A.3 & E.6 3305

0372 1106 CO 2 16 32 8+ 11-2 Hea Vert W/ Threaded @ One End(Lvl.-4) 954



0375 1106 CO 2 8 16 5+ 4-5 Lig 22/92-S4.2Hoop Ties 74


0377 1106 CO 12 16 192 11+ 26-8 Hea Vert W/ Couplers Gr. 1/A.6 Thru E.4 27203

0378 1106 CO 12 16 192 11+ 11-2 Hea Vert W/ Threaded @ One End (Lvl.-4) 11391




0382

0383 **Frame 21-28 Elevation**

0384 1106 CO 8 18 144 9+ 26-0 Hea Vert W/ Couplers Gr.B,C,D,E/2&21 12730

0385 1106 CO 8 18 144 9+ 7-2 Hea Vert W/ Tread. @ One End & Term. @ E 3509



0388 1106 CO 8 4 32 5+ 4-5 Lig 22/92-S4.2Hoop Ties 147


0390 1106 CO 8 18 144 9+ 26-0 Hea Vert W/ Couplers Gr.B,C,D,E/2&21 12730





0395


0397 1106 CO 1 14 14 11+ 26-8 Hea Vert W/ Couplers Gr.12/B 1984

0398 1106 CO 1 14 14 8+ 10-9 Hea Vert W/ Tread. @ One End 402



0401 1106 CO 1 4 4 5+ 4-5 Lig 22/92-S4.2Hoop Ties 18


0403 1106 CO 1 14 14 10+ 26-8 Hea Vert W/ Couplers Gr.12/A.7 1606




0407 1106 CO 1 4 4 5+ 4-5 Lig 22/92-S4.2Hoop Ties 18



0410 1106 CO 1 14 14 8+ 7-2 Hea Vert W/ Tread. @ 1 End & Termi. @ En 268



0413 1106 CO 1 4 4 5+ 4-5 Lig 22/92-S4.2Hoop Ties 18


0415


0417 1106 CO 2 14 28 11+ 29-9 Hea Vert W/ Terminators.Gr. 11.5/D & B 4426

0418 1106 CO 2 91 182 5+ 18-10 Lig Ties @ 4" 3575



0421 1106 CO 5 8 40 14+ 25-8 Hea Vert W/ Terminators & Thread. One En 7854

0422 1106 CO 5 6 30 14+ 27-8 Hea Vert W/ Terminators & Thread. One En 6349

0423 1106 CO 5 91 455 5+ 16-3 Lig Ties @ 4" 7712

0424 1106 CO 5 91 455 5+ 3-8 Lig Ties @ 4" 1740


0426


0428 1106 CO 2 16 32 11+ 26-8 Hea Vert.W/ Couplers Gr.12/E.7 & D 4534

0429 1106 CO 1 14 14 8+ 7-1 Hea Vert W/ Threaded & Terminat (Lvl.-4) 265

0430 1106 CO 1 14 14 8+ 10-9 Hea Vert W/ Threaded End (Lvl.-4) 402


0432 1106 CO 2 122 244 5+ 4-2 Lig Ties @ 4" 1060





Itm Sac Str Mul Pcs Qty Part Lgt Typ Bt Remarks Weight 0433 1106 CO 1 4 4 5+ 4-5 Hea 22/92-S4.2Hoop Ties 18


0435 1106 CO 4 14 56 10+ 26-3 Hea Vert W/ Couplers Gr.12/E.7-D.3 6325



0438 1106 CO 4 114 456 5+ 4-2 Lig Ties @ 4" 1982

0439 1106 CO 4 4 16 5+ 4-5 Hea 22/92-S4.2Hoop Ties 74


0441



0444 1106 CO 1 16 16 10+ 11-2 Hea Vert W/ Treaded @ One End 769


0446 1106 CO 1 114 114 5+ 4-2 Lig Ties @ 4" 495

0447 1106 CO 1 4 4 5+ 4-5 Hea 22/92-S4.2Hoop Ties 18


0449 1106 CO 1 16 16 14+ 24-0 Hea Gr. 18/A.9/ Couplers @ One End & Th 2938



0452 1106 CO 1 114 114 5+ 4-2 Lig Ties @ 4" 495

0453 1106 CO 2 4 8 5+ 4-5 Hea 22/92-S4.2Hoop Ties 37


0455 1106 CO 1 16 16 14+ 24-0 Hea VW/ Couplers @ One End & Thread.18/B 2938



0458 1106 CO 1 114 114 5+ 4-2 Lig Ties @ 4" 495


0460


0462 1106 CO 2 16 32 10+ 26-3 Hea Vert Gr.19/B.9 & C.4 3615



0465 1106 CO 2 114 228 5+ 4-2 Lig Ties @ 4" 991


0467


0469 1106 CO 2 16 32 10+ 24-0 Hea VW/ Coupl & Tread @ One End22/A.5 & 3305

0470 1106 CO 2 16 32 8+ 10-8 Hea Vert W/ Threaded End (Lvl.-4) 911


0472 1106 CO 2 126 252 5+ 4-2 Lig Ties @ 4" 1095

0473 1106 CO 2 8 16 5+ 4-5 Hea 22/92-S4.2Hoop Ties 74


0475 1106 CO 12 16 192 11+ 26-8 Hea Vert W/ Couplers.Gr. 22/A.8 Thru E.5 27203

0476 1106 CO 12 16 192 11+ 11-2 Hea Vert (Lvl.-4) 11391


0478 1106 CO 12 126 1512 5+ 4-2 Lig Ties @ 4" 6571


0480

0481 ***Frame Beams**

0482

0483 1306 FB 1 6 6 10+ 46-10 Str S2.1,S5.5 T&B F/18-21 @L-2 1209

0484 1306 FB 1 6 6 10+ 54-3 Str T&B F/15-18 1401

0485 1306 FB 1 6 6 10+ 36-2 Str T&B F/13-15 934

0486 1306 FB 1 6 6 10+ 54-3 Str T&B F/10-13 1401

0487 1306 FB 1 6 6 10+ 54-3 Str T&B F/7-10 1401

0488 1306 FB 1 6 6 10+ 54-3 Str T&B F/4-7 1401

0489 1306 FB 1 6 6 10+ 46-10 Str T&B F/2-4 1209

0490 1306 FB 1 190 190 4+ 20-0 Sto SF BARS 7/S5.2 CONT 2538

0491 1306 FB 1 10 10 4+ 13-0 Str SF BARS 7/S5.2 CONT 87

0492 1306 FB 1 387 387 5+ 9-9 Hea 7/S5.2 TIES @8 1/2 F/2-21 3935

0493 1306 FB 1 387 387 5+ 4-1 Hea 7/S5.2 TIES @8 1/2 F/2-21 1648

0494 1306 FB 1 3 3 9+ 46-10 Str S2.1,S5.5 B F/18-21 @L-3 478

0495 1306 FB 1 3 3 9+ 54-3 Str B F/15-18 553

0496 1306 FB 1 3 3 9+ 36-2 Str B F/13-15 369

0497 1306 FB 1 3 3 9+ 54-3 Str B F/10-13 553

0498 1306 FB 1 3 3 9+ 54-3 Str B F/7-10 553

0499 1306 FB 1 3 3 9+ 54-3 Str B F/4-7 553

0500 1306 FB 1 3 3 9+ 46-10 Str B F/2-4 478

0501 1306 FB 1 3 3 10+ 46-10 Str S2.1,S5.5 T F/18-21 605

0502 1306 FB 1 3 3 10+ 54-3 Str T F/15-18 700

0503 1306 FB 1 3 3 10+ 36-2 Str T F/13-15 467

0504 1306 FB 1 3 3 10+ 54-3 Str T F/10-13 700





Itm Sac Str Mul Pcs Qty Part Lgt Typ Bt Remarks Weight 0505 1306 FB 1 3 3 10+ 54-3 Str T F/7-10 700

0506 1306 FB 1 3 3 10+ 54-3 Str T F/4-7 700

0507 1306 FB 1 3 3 10+ 46-10 Str T F/2-4 605



0510 1306 FB 1 387 387 5+ 9-9 Hea 7/S5.2 TIES @8 1/2 F/2-21 3935

0511 1306 FB 1 387 387 5+ 4-1 Hea 7/S5.2 TIES @8 1/2 F/2-21 1648

0512 1306 FB 1 6 6 9+ 46-10 Str S2.1,S5.5 T&B F/18-21 @L-4 955

0513 1306 FB 1 6 6 9+ 54-3 Str T&B F/15-18 1107

0514 1306 FB 1 6 6 9+ 36-2 Str T&B F/13-15 738

0515 1306 FB 1 6 6 9+ 54-3 Str T&B F/10-13 1107

0516 1306 FB 1 6 6 9+ 54-3 Str T&B F/7-10 1107

0517 1306 FB 1 6 6 9+ 54-3 Str T&B F/4-7 1107

0518 1306 FB 1 6 6 9+ 46-10 Str T&B F/2-4 955



0521 1306 FB 1 387 387 5+ 9-9 Hea 7/S5.2 TIES @8 1/2 F/2-21 3935

0522 1306 FB 1 387 387 5+ 4-1 Hea 7/S5.2 TIES @8 1/2 F/2-21 1648

0523 1306 FB 1 6 6 10+ 46-10 Str S2.1,S5.4 T&B F/17-20 @L-2 1209

0524 1306 FB 1 6 6 10+ 36-2 Str T&B F/15-17 934

0525 1306 FB 1 6 6 10+ 54-3 Str T&B F/12-15 1401

0526 1306 FB 1 6 6 10+ 36-2 Str T&B F/10-12 934

0527 1306 FB 1 6 6 10+ 54-3 Str T&B F/7-10 1401

0528 1306 FB 1 6 6 10+ 54-3 Str T&B F/4-7 1401

0529 1306 FB 1 6 6 10+ 46-10 Str T&B F/2-4 1209



0532 1306 FB 1 387 387 5+ 9-9 Hea 7/S5.2 TIES @8 1/2 F/2-20 3935

0533 1306 FB 1 387 387 5+ 4-1 Hea 7/S5.2 TIES @8 1/2 F/2-20 1648

0534 1306 FB 1 3 3 9+ 46-10 Str S2.1,S5.4 B F/17-20 @L-3 478

0535 1306 FB 1 3 3 9+ 36-2 Str B F/15-17 369

0536 1306 FB 1 3 3 9+ 54-3 Str B F/12-15 553

0537 1306 FB 1 3 3 9+ 36-2 Str B F/10-12 369

0538 1306 FB 1 3 3 9+ 54-3 Str B F/7-10 553

0539 1306 FB 1 3 3 9+ 54-3 Str B F/4-7 553

0540 1306 FB 1 3 3 9+ 46-10 Str B F/2-4 478

0541 1306 FB 1 3 3 10+ 46-10 Str S2.1,S5.4 T F/18-21 605

0542 1306 FB 1 3 3 10+ 36-2 Str T F/15-17 467

0543 1306 FB 1 3 3 10+ 54-3 Str T F/12-15 700

0544 1306 FB 1 3 3 10+ 36-2 Str T F/10-12 467

0545 1306 FB 1 3 3 10+ 54-3 Str T F/7-10 700

0546 1306 FB 1 3 3 10+ 54-3 Str T F/4-7 700

0547 1306 FB 1 3 3 10+ 46-10 Str T F/2-4 605



0550 1306 FB 1 387 387 5+ 9-9 Hea 7/S5.2 TIES @8 1/2 F/2-20 3935

0551 1306 FB 1 387 387 5+ 4-1 Hea 7/S5.2 TIES @8 1/2 F/2-20 1648

0552 1306 FB 1 6 6 9+ 46-10 Str S2.1,S5.4 T&B F/17-20 @L-4 955

0553 1306 FB 1 6 6 9+ 36-2 Str T&B F/15-17 738

0554 1306 FB 1 6 6 9+ 54-3 Str T&B F/12-15 1107

0555 1306 FB 1 6 6 9+ 36-2 Str T&B F/10-12 738

0556 1306 FB 1 6 6 9+ 54-3 Str T&B F/7-10 1107

0557 1306 FB 1 6 6 9+ 54-3 Str T&B F/4-7 1107

0558 1306 FB 1 6 6 9+ 46-10 Str T&B F/2-4 955



0561 1306 FB 1 387 387 5+ 9-9 Hea 7/S5.2 TIES @8 1/2 F/2-20 3935

0562 1306 FB 1 387 387 5+ 4-1 Hea 7/S5.2 TIES @8 1/2 F/2-20 1648

0563 1306 FB 1 6 6 10+ 11-2 Str S2.1,S5.9 T&B CONT 22/E.8 @L2 288

0564 1306 FB 1 4 4 8+ 9-6 Hea T&B ADDL 22/E.8 101

0565 1306 FB 1 3 3 10+ 56-6 Str T 22/D.5-E.5 729

0566 1306 FB 1 3 3 11+ 56-6 Str B 22/D.5-E.5 901

0567 1306 FB 1 24 24 8+ 15-0 Str T ADDL @INTERIOR COL. 961

0568 1306 FB 1 3 3 10+ 56-6 Str T 22/C.5-D.5 729

0569 1306 FB 1 3 3 11+ 56-6 Str B 22/C.5-D.5 901

0570 1306 FB 1 3 3 10+ 56-6 Str T 22/B.5-C.5 729

0571 1306 FB 1 3 3 11+ 56-6 Str B 22/B.5-C.5 901

0572 1306 FB 1 3 3 10+ 56-6 Str T 22/A.8-B.5 729

0573 1306 FB 1 3 3 11+ 56-6 Str B 22/A.8-B.5 901

0574 1306 FB 1 6 6 10+ 11-2 Str T&B 22/A.5 288

0575 1306 FB 1 4 4 8+ 9-6 Hea T&B ADDL 22/A.5 101

0576 1306 FB 1 112 112 4+ 20-0 Sto SF BAR 22/A.5-E.8 1496





Itm Sac Str Mul Pcs Qty Part Lgt Typ Bt Remarks Weight 0577 1306 FB 1 294 294 5+ 9-9 Hea 6/S5.32 @8 TIES 22/A.5-E.8 2990

0578 1306 FB 1 294 294 5+ 4-1 Hea 6/S5.32 @8 TIES 22/A.5-E.8 1252

0579 1306 FB 1 6 6 11+ 11-2 Str S2.1,S5.9 T&B CONT 22/E.8 @L3 356

0580 1306 FB 1 3 3 11+ 56-6 Str T 22/D.5-E.8 901

0581 1306 FB 1 3 3 10+ 56-6 Str B 22/D.5-E.8 729

0582 1306 FB 1 3 3 11+ 56-6 Str T 22/C.5-D.5 901

0583 1306 FB 1 3 3 10+ 56-6 Str B 22/C.5-D.5 729

0584 1306 FB 1 3 3 11+ 56-6 Str T 22/B.5-C.5 901

0585 1306 FB 1 3 3 10+ 56-6 Str B 22/B.5-C.5 729

0586 1306 FB 1 3 3 11+ 56-6 Str T 22/A.8-B.5 901

0587 1306 FB 1 3 3 10+ 56-6 Str B 22/A.8-B.5 729

0588 1306 FB 1 6 6 11+ 112-0 Str T&B 22/A.5 3570

0589 1306 FB 1 140 140 4+ 20-0 Sto 7/S5.3 SF BARS 22/A.5-E.8 1870

0590 1306 FB 1 54 54 5+ 9-9 Hea 7/S5.3 @7 TIES 22/A.5-A.8,E.5-E.8 549

0591 1306 FB 1 248 248 5+ 9-9 Hea 7/S5.3 @8 TIES 22/A.8-E.5 2522

0592 1306 FB 1 12 12 9+ 11-2 Str S2.1,S5.9 T&B CONT 22/E.8,A.5 @L4 456

0593 1306 FB 1 6 6 9+ 56-6 Str T&B 22/D.5-E.5 1153

0594 1306 FB 1 6 6 9+ 56-6 Str T&B 22/C.5-D.5 1153

0595 1306 FB 1 6 6 9+ 56-6 Str T&B 22/B.5-C.5 1153

0596 1306 FB 1 6 6 9+ 56-6 Str T&B 22/A.8-B.5 1153

0597 1306 FB 1 140 140 4+ 20-0 Sto 7/S5.3 SF BARS 22/A.5/E.8 1870

0598 1306 FB 1 266 266 5+ 9-9 Str 7/S5.3 @9 TIES 22/A.5-E.8 2705

0599 1306 FB 1 4 4 8+ 9-6 Hea S2.1,S5.6 T&B ADDL 1/A.3-E.6 @L2 101

0600 1306 FB 1 6 6 10+ 11-0 Str T&B 1/A.3-A.6 284

0601 1306 FB 1 3 3 11+ 11-0 Str T 1/A.6 175

0602 1306 FB 1 3 3 11+ 56-6 Str B 1/A.6-B.6 901

0603 1306 FB 1 3 3 11+ 56-6 Str B 1/B.6-C.6 901

0604 1306 FB 1 3 3 11+ 56-6 Str B 1/C.6-D.6 901

0605 1306 FB 1 3 3 11+ 56-6 Str B 1/E.4-D.6 901

0606 1306 FB 1 6 6 10+ 11-0 Str T&B 1/E.6 284

0607 1306 FB 1 3 3 11+ 47-8 Str T 1/A.6-B.3 760

0608 1306 FB 1 3 3 10+ 11-0 Str T 1/B.3 142

0609 1306 FB 1 3 3 10+ 29-10 Str T 1/B.6-B.9 385

0610 1306 FB 1 3 3 11+ 28-10 Str T 1/B.9-C.4 460

0611 1306 FB 1 3 3 10+ 11-0 Str T 1/C.4-C.6 142

0612 1306 FB 1 3 3 10+ 56-6 Str T 1/C.6-D.6 729

0613 1306 FB 1 3 3 10+ 56-6 Str T 1/D.6-E.6 729

0614 1306 FB 1 12 12 8+ 15-0 Str T ADDL 1/E.4-C.6 481

0615 1306 FB 1 2 2 8+ 15-0 Str TADDL 1/B.6 80

0616 1306 FB 1 64 64 4+ 20-0 Sto 8/S5.2 SF BARS 1/A.3-E.6 855

0617 1306 FB 1 8 8 4+ 20-8 Str 8/S5.2 SF BARS 1/A.3-E.6 110

0618 1306 FB 1 236 236 5+ 9-9 Hea 6/S5.2 @8 TIES 2400

0619 1306 FB 1 70 70 5+ 9-9 Str 6/S5.2 @8 TIES 1/B.9-C.4,A.6-B.3 712

0620 1306 FB 1 6 6 11+ 11-0 Str S2.1,S5.6 T&B 1/A.3 @L3 351

0621 1306 FB 1 3 3 10+ 56-6 Str B 1/A.6-B.6 729

0622 1306 FB 1 3 3 10+ 56-6 Str B 1/B.6-C.6 729

0623 1306 FB 1 3 3 10+ 56-6 Str B 1/C.6-D.6 729

0624 1306 FB 1 3 3 10+ 56-6 Str B 1/D.6-E.4 729

0625 1306 FB 1 6 6 11+ 11-0 Str T&B 1/E.6 351

0626 1306 FB 1 3 3 10+ 47-8 Str 1/S5.3 T 1/A.6-B.3 615

0627 1306 FB 1 47 47 5+ 9-3 Str 1/S5.3 @8 TIES 1/A.6-B.3 453

0628 1306 FB 1 3 3 11+ 11-0 Str T 1/B.3 175

0629 1306 FB 1 3 3 11+ 29-10 Str T 1/B.6-B.9 476

0630 1306 FB 1 3 3 10+ 28-10 Str T 1/B.9-C.4 372

0631 1306 FB 1 3 3 11+ 11-0 Str T 1/C.4 175

0632 1306 FB 1 3 3 11+ 56-6 Str T 1/C.4-D.6 901

0633 1306 FB 1 3 3 11+ 56-6 Str T 1/D.6-E.4 901

0634 1306 FB 1 24 24 5+ 9-3 Hea 1/S5.3 @8 TIES 1/B.9-C.4 232

0635 1306 FB 1 185 185 5+ 9-9 Hea 1/C.4-D.4,B.3-B.9 @8 TIES 1881

0636 1306 FB 1 54 54 5+ 9-9 Str 1/E.4-E.6,A.3-A.6 @7 TIES 549

0637 1306 FB 1 4 4 4+ 20-0 Sto 1/S5.3 SF BARS 1/A.6-B.3 53

0638 1306 FB 1 2 2 4+ 10-10 Str 1/S5.3 SF BARS 1/A.6-B.3 14

0639 1306 FB 1 2 2 4+ 20-0 Sto 1/S5.3 SF BARS 1/B.9-C.4 27

0640 1306 FB 1 2 2 4+ 9-6 Sto 1/S5.3 SF BARS 1/B.9-C.4 13

0641 1306 FB 1 70 70 4+ 20-0 Sto 7/S5.3 SF BARS 1/C.4-E.6 935

0642 1306 FB 1 10 10 4+ 13-6 Str SF BARS 1/C.4-E.6 90

0643 1306 FB 1 20 20 4+ 20-0 Sto SF BARS 1/B.3-B.9 267

0644 1306 FB 1 10 10 4+ 10-0 Str SF BARS 1/B.3-B.9 67

0645 1306 FB 1 10 10 4+ 20-0 Sto SF BARS 1/A.3-A.6 134

0646 1306 FB 1 10 10 4+ 6-8 Sto SF BARS 1/A.3-A.6 45

0647 1306 FB 1 6 6 9+ 11-0 Str S2.1,S5.6 T&B 1/A.3 @L4 224

0648 1306 FB 1 3 3 9+ 11-0 Str T 1/A.3-A.6 112





Itm Sac Str Mul Pcs Qty Part Lgt Typ Bt Remarks Weight 0649 1306 FB 1 3 3 9+ 56-6 Str B 1/A.6-B.6 576

0650 1306 FB 1 3 3 9+ 56-6 Str B 1/B.6-C.6 576

0651 1306 FB 1 3 3 9+ 56-6 Str B 1/C.6-D.6 576

0652 1306 FB 1 3 3 9+ 56-6 Str B 1/D.6-E.4 576

0653 1306 FB 1 6 6 9+ 11-0 Str T&B 1/E.6 224

0654 1306 FB 1 3 3 8+ 51-2 Str T 1/A.6-B.3 410

0655 1306 FB 1 3 3 9+ 11-0 Str T 1/B.3 112

0656 1306 FB 1 3 3 9+ 26-6 Str T 1/B.6-B.9 270

0657 1306 FB 1 3 3 8+ 28-10 Str T 1/B.9-C.4 231

0658 1306 FB 1 3 3 9+ 11-0 Str T 1/C.4 112

0659 1306 FB 1 3 3 9+ 56-6 Str T 1/C.4-D.6 576

0660 1306 FB 1 3 3 9+ 56-6 Str T 1/D.6-E.4 576

0661 1306 FB 1 80 80 4+ 20-0 Sto 7/S5.4 SF BARS 1/A.3-E.6 1069

0662 1306 FB 1 10 10 4+ 20-8 Str 7/S5.4 SF BARS 1/A.3-E.6 138

0663 1306 FB 1 258 258 5+ 9-9 Hea 7/S5.4 @9 TIES 1/A.3-E.6 2624

0664 1306 FB 1 3 3 10+ 46-9 Hea S2.1,33/S5.7 B 12/A.2-B @L2 603

0665 1306 FB 1 3 3 11+ 53-11 Hea T 12/A.2-B 859

0666 1306 FB 1 54 54 5+ 9-3 Hea 9/S5.2 @7 1/2" TIES 521

0667 1306 FB 1 4 4 4+ 20-0 Sto SF BARS 53

0668 1306 FB 1 2 2 4+ 9-0 Str SF BARS 12

0669 1306 FB 1 3 3 10+ 46-9 Hea S2.1,33/S5.7 B 12/A.2-B @L3 603

0670 1306 FB 1 3 3 10+ 51-1 Hea T 12/A.2-B 659

0671 1306 FB 1 54 54 5+ 9-3 Hea 9/S5.2 @7 1/2"TIES 521

0672 1306 FB 1 4 4 4+ 20-0 Sto SF BARS 53

0673 1306 FB 1 2 2 4+ 9-0 Str SF BARS 12

0674 1306 FB 1 3 3 8+ 46-1 Hea S2.1,33/S5.7 B 12/A.2-B @L4 369

0675 1306 FB 1 3 3 9+ 50-11 Hea T 12/A.2-B 519

0676 1306 FB 1 54 54 5+ 9-3 Hea 9/S5.2 @7 1/2" TIES 521

0677 1306 FB 1 4 4 4+ 20-0 Sto SF BARS 53

0678 1306 FB 1 2 2 4+ 9-0 Str SF BARS 12

0679 1306 FB 1 3 3 10+ 33-9 Hea T 12/D-D.7 436

0680 1306 FB 1 3 3 10+ 40-1 Str B 12/D.7-E.7 517

0681 1306 FB 1 3 3 11+ 42-8 Str T 12/D.7-E.7 680

0682 1306 FB 1 3 3 10+ 13-5 Hea B 12/E.3-E.7 173

0683 1306 FB 1 3 3 11+ 26-6 Hea T 12/E.3-E.7 422

0684 1306 FB 1 52 52 5+ 9-3 Hea 9/S5.2 @ 4" TIES @LAP 12/D-E.7 502

0685 1306 FB 1 93 93 5+ 9-3 Hea 9/S5.2 @ 7 1/2" TIES 12/D-E.7 897

0686 1306 FB 1 10 10 4+ 20-0 Sto SF BARS 12/D-E.7 134

0687 1306 FB 1 2 2 4+ 4-4 Str SF BARS 12/D-E.7 6

0688 1306 FB 1 3 3 10+ 32-3 Hea S2.1,32/S5.8 B 12/D-D.7 @L3 416

0689 1306 FB 1 3 3 10+ 33-2 Hea T 12/D-D.7 428

0690 1306 FB 1 3 3 10+ 40-1 Str B 12/D.7-E.7 517

0691 1306 FB 1 3 3 10+ 41-1 Str T 12/D.7-E.7 530

0692 1306 FB 1 3 3 10+ 18-5 Hea B 12/E.3-E.7 238

0693 1306 FB 1 3 3 11+ 25-11 Hea T 12/E.3-E.7 413


0695 1306 FB 1 94 94 5+ 9-3 Hea 9/S5.2 @ 7 1/2" TIES 12/D-E.7 907

0696 1306 FB 1 10 10 4+ 20-0 Sto SF BARS 12/D-E.7 134

0697 1306 FB 1 2 2 4+ 4-4 Str SF BARS 12/D-E.7 6

0698 1306 FB 1 3 3 8+ 31-4 Hea S2.1,32/S5.8 B 12/D-D.7 @L4 251

0699 1306 FB 1 3 3 9+ 32-6 Hea T 12/D-D.7 332

0700 1306 FB 1 3 3 8+ 55-8 Str B 12/D.7-E.7 446

0701 1306 FB 1 3 3 9+ 57-9 Str T 12/D.7-E.7 589

0702 1306 FB 1 3 3 8+ 17-5 Hea B 12/E.3-E.7 140

0703 1306 FB 1 3 3 9+ 18-6 Hea T 12/E.3-E.7 189


0705 1306 FB 1 93 93 5+ 9-3 Hea 9/S5.2 @ 7 1/2" TIES 12/D-E.7 897

0706 1306 FB 1 10 10 4+ 20-0 Sto SF BARS 12/D-E.7 134

0707 1306 FB 1 2 2 4+ 4-4 Str SF BARS 12/D-E.7 6

0708 1306 FB 1 3 3 10+ 36-4 Hea S2.1,31/S5.7 B 11.5/B-B.7 @L3 469

0709 1306 FB 1 3 3 11+ 47-9 Hea T 11.5/B-B.7 761

0710 1306 FB 1 3 3 10+ 59-0 Str B 11.5/B.7-C.6 762

0711 1306 FB 1 3 3 11+ 61-7 Str T 11.5/B.7-C.6 982

0712 1306 FB 1 3 3 10+ 35-2 Hea B 11.5/C.6-D 454

0713 1306 FB 1 3 3 11+ 36-7 Hea T 11.5/C.6-D 583

0714 1306 FB 1 12 12 4+ 20-0 Sto 9/5.2 SF BARS 160

0715 1306 FB 1 2 2 4+ 9-9 Str SF BARS 13

0716 1306 FB 1 47 47 5+ 9-3 Hea 9/S5.2 @ 4" TIES @LAP 453

0717 1306 FB 1 160 160 5+ 9-3 Hea 9/S5.2 @ 7 1/2" TI

Documents

Rebar Sample Estimates