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M15N0247A TALLY-SPL
- 1. Project Summary Report
Project Name: LAMERS BUS LINES
Printed: 6/12/2015 10:23:36 AM
Detailer: DONGZE DI
Checker: DAN PRICE
Engineer: SHAGUFTA JABEEN
Job Number: M15N0247A
Ver: PartsList 1.3.94.0, MSA 44.0
Engineering Location: El Paso, IL
(309) 527-1500
For: LAMERS BUS LINES
HWY 153 MOSINEE
ASHLEY, WI 54455
Builder / Roofer: KELLER INC
Bldg Description: GABLED 92'0"X67'0"X22'0"EH
Tally Pages: 9 Cust.Serv.Coord.: JENNIFER HARKNESS
Date: 6/12/2015 10:23:25 AM Cust.Serv.Phone: 3095271524
Tot.Wt.(lbs): 50567 Export Job: No
Tally Maint: DONGZE DI
Special Shop Instructions
Requisitioned Material : See Tally
Special Shop Instructions
- 2. Summarized Parts List Report
Project Name: LAMERS BUS LINES
Printed: 6/12/2015 10:23:25 AM
Detailer: DONGZE DI
Checker: DAN PRICE
Engineer: SHAGUFTA JABEEN
Job Number: M15N0247A
Page 1 of 9Versions: PartsList 1.3.94.0, MSA 44.0 Total Weight: 45,910 lbs.
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
3,750 3,393.00 EA #12X1 1/4 SDHH MILLFIN #12 SELF DRILL FASTENER 0.000 1 1/4" 0' 0.01 37.50
1,250 960.00 EA #12X1 1/4 SDRF FXGY #12 SELF DRILL ROOF FASTENER 0.000 1 1/4" 0' 0.01 12.50
2,250 2,074.00 EA #12X1 1/4 SDRF LTST #12 SELF DRILL ROOF FASTENER 0.000 1 1/4" 0' 0.01 22.50
250 16.00 EA #12X1 1/4 SDRF GRAY #12 SELF DRILL ROOF FASTENER 0.000 1 1/4" 0' 0.01 2.50
3,750 3,530.00 EA #14X1 SDRF GRAY #14 SELF DRILL ROOF FASTENER 0.000 1" 0' 0.01 37.50
250 142.00 EA #14X3/4 SDRF FXGY #14 SELF DRILL ROOF FASTENER 0.000 3/4" 0' 0.01 2.50
1,750 1,450.00 EA #14X3/4 SDRF LTST #14 SELF DRILL ROOF FASTENER 0.000 3/4" 0' 0.01 17.50
250 16.00 EA #14X3/4 SDRF GRAY #14 SELF DRILL ROOF FASTENER 0.000 3/4" 0' 0.01 2.50
204 200.00 EA 1/2 H WASHER BLACK 1/2" HARDENED STEEL WASHER 0.500 0' 0' 0.02 4.28
1,289 1,263.00 EA 1/2 HVHX NUT BLACK 1/2 HVHX NUT 0.500 0' 0' 0.07 83.79
1,220 1,196.00 EA 1/2X1 1/4 A325T BLACK 1/2 x 1 1/4 A325 allThread Bolt 0.500 1 1/4" 0' 0.12 142.74
245 240.00 EA 1/2X1 1/4 BHB ZINC 1/2 X 1 1/4 Button Head Bolt w/ Nut and Washer 0.500 1 1/4" 0' 0.17 41.16
40 36.00 EA 1/2X2 3/16 A449 DE BLACK 1/2 X 2 3/16 A449 Double End Bolt w/ 2 Nuts 0.500 2 3/16" 0' 0.30 12.04
71 67.00 EA 1/2X2 A325T BLACK 1/2 X 2 A325T All Thread Bolt 0.500 2" 0' 0.16 11.01
401 381.00 EA 1/8 RIVET LTST 1/8" BLIND RIVET 0.000 0' 0' 0.00 0.40
26 6.00 EA 1/8 RIVET ALUM 1/8" BLIND RIVET 0.000 0' 0' 0.00 0.03
1 1.00 EA 1E80S5-1 RED 1:12 EAVE STRUT TOP FLG SLOPE 15 22'11 1/2" 1'4 3/4" 87.61 87.61
1 1.00 EA 1E80S5-2 RED 1:12 EAVE STRUT TOP FLG SLOPE 15 22'11 1/2" 1'4 3/4" 87.61 87.61
4 4.00 EA 1E80S5-3 RED 1:12 EAVE STRUT TOP FLG SLOPE 15 22'11 1/2" 1'4 3/4" 87.61 350.44
1 1.00 EA 1E80S5-4 RED 1:12 EAVE STRUT TOP FLG SLOPE 15 22'11 1/2" 1'4 3/4" 87.61 87.61
1 1.00 EA 1E80S5-5 RED 1:12 EAVE STRUT TOP FLG SLOPE 15 22'11 1/2" 1'4 3/4" 87.61 87.61
12 8.00 EA 3/4 H WASHER BLACK 3/4" HARDENED STEEL WASHER 0.750 0' 0' 0.05 0.58
128 124.00 EA 3/4 HVHX NUT BLACK 3/4 HVHX NUT 0.750 0' 0' 0.19 24.70
1,375 1,368.25 LF 3/4 TM MILLFIN 3/4" X 3/16" TAPE MASTIC 0.000 0' 3/4" 0.08 110.00
76 72.00 EA 3/4X2 3/4 A325T BLACK 3/4 X 2 3/4 A325T All Thread Bolt 0.750 2 3/4" 0' 0.48 36.56
52 48.00 EA 3/4X2 A325T BLACK 3/4 X 2 A325T All Thread Bolt 0.750 2" 0' 0.39 20.28
60 56.00 EA 5/8 CUT WASHER BLACK 5/8" CUT WASHER 0.625 0' 0' 0.08 4.80
60 56.00 EA 5/8 HVHX NUT BLACK 5/8" HVHX NUT 0.625 0' 0' 0.07 4.38
1 1.00 EA 80C16-11 RED 8" TRUE "C" 16 7'2 1/2" 1'2 1/16" 20.68 20.68
1 1.00 EA 80C16-13 RED 8" TRUE "C" 16 7'2 1/2" 1'2 1/16" 20.68 20.68
14 14.00 EA 80C16-2 RED 8" TRUE "C" 16 7'2 1/2" 1'2 1/16" 20.68 289.53
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
- 3. Summarized Parts List Report
Project Name: LAMERS BUS LINES
Printed: 6/12/2015 10:23:25 AM
Detailer: DONGZE DI
Checker: DAN PRICE
Engineer: SHAGUFTA JABEEN
Job Number: M15N0247A
Page 2 of 9Versions: PartsList 1.3.94.0, MSA 44.0 Total Weight: 45,910 lbs.
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
22 22.00 EA 80C16-3 RED 8" TRUE "C" 16 5'3" 1'2 1/16" 15.06 331.36
5 5.00 EA 80C16-4 RED 8" TRUE "C" 16 7'2 1/2" 1'2 1/16" 20.68 103.41
36 36.00 EA 80C16-6 RED 8" TRUE "C" 16 4' 1'2 1/16" 11.48 413.14
5 5.00 EA 80C16-8 RED 8" TRUE "C" 16 7'2 1/2" 1'2 1/16" 20.68 103.41
9 9.00 EA 80Z12-1 RED 8" ZEE 12 26' 1'2 1/16" 123.08 1107.76
9 9.00 EA 80Z12-2 RED 8" ZEE 12 26' 1'2 1/16" 123.08 1107.76
4 4.00 EA 80Z12-3 RED 8" ZEE 12 23'11 3/4" 1'2 1/16" 113.52 454.07
4 4.00 EA 80Z14-1 RED 8" ZEE 14 19'0 1/2" 1'2 1/16" 68.28 273.13
9 9.00 EA 80Z14-2 RED 8" ZEE 14 32' 1'2 1/16" 114.75 1032.77
1 1.00 EA 80Z15-1 RED 8" ZEE 15 28' 1'2 1/16" 89.71 89.71
9 9.00 EA 80Z15-2 RED 8" ZEE 15 27' 1'2 1/16" 86.51 778.57
9 9.00 EA 80Z15-3 RED 8" ZEE 15 27' 1'2 1/16" 86.51 778.57
9 9.00 EA 80Z15-4 RED 8" ZEE 15 31'6" 1'2 1/16" 100.93 908.33
4 4.00 EA 80Z16-1 RED 8" ZEE 16 24' 1'2 1/16" 68.86 275.42
8 8.00 EA 80Z16-10 RED 8" ZEE 16 28' 1'2 1/16" 80.33 642.66
3 3.00 EA 80Z16-2 RED 8" ZEE 16 24' 1'2 1/16" 68.86 206.57
4 4.00 EA 80Z16-3 RED 8" ZEE 16 8'11 3/4" 1'2 1/16" 25.76 103.04
1 1.00 EA 80Z16-4 RED 8" ZEE 16 22'11 3/4" 1'2 1/16" 65.93 65.93
4 4.00 EA 80Z16-5 RED 8" ZEE 16 9'0 1/2" 1'2 1/16" 25.94 103.76
4 4.00 EA 80Z16-6 RED 8" ZEE 16 24' 1'2 1/16" 68.86 275.42
14 14.00 EA 80Z16-7 RED 8" ZEE 16 25' 1'2 1/16" 71.73 1004.15
3 3.00 EA 80Z16-8 RED 8" ZEE 16 24' 1'2 1/16" 68.86 206.57
9 9.00 EA 80Z16-9 RED 8" ZEE 16 28' 1'2 1/16" 80.33 722.99
1 1.00 EA 8SE1EL-5.11 7/8 RED OVERHANG STRUT EXTENSION 0.000 5'11 7/8" 0' 51.94 51.94
1 1.00 EA 8SE1ER-5.11 7/8 RED OVERHANG STRUT EXTENSION 0.000 5'11 7/8" 0' 51.94 51.94
1 1.00 EA 95C14-1 RED 9 1/2" TRUE "C" 14 19'1 1/2" 1'4 3/4" 81.68 81.68
2 2.00 EA 95C14-11 RED 9 1/2" TRUE "C" 14 19'1 1/2" 1'4 3/4" 81.68 163.37
2 2.00 EA 95C14-12 RED 9 1/2" TRUE "C" 14 19'1 1/2" 1'4 3/4" 81.68 163.37
1 1.00 EA 95C14-2 RED 9 1/2" TRUE "C" 14 19'1 1/2" 1'4 3/4" 81.68 81.68
1 1.00 EA 95C14-3 RED 9 1/2" TRUE "C" 14 22' 1'4 3/4" 93.96 93.96
2 2.00 EA 95C14-4 RED 9 1/2" TRUE "C" 14 14' 1'4 3/4" 59.79 119.59
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
- 4. Summarized Parts List Report
Project Name: LAMERS BUS LINES
Printed: 6/12/2015 10:23:25 AM
Detailer: DONGZE DI
Checker: DAN PRICE
Engineer: SHAGUFTA JABEEN
Job Number: M15N0247A
Page 3 of 9Versions: PartsList 1.3.94.0, MSA 44.0 Total Weight: 45,910 lbs.
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
1 1.00 EA 95Z13-1 RED 9 1/2" ZEE 13 17'11 3/4" 1'4 3/4" 91.12 91.12
1 1.00 EA 95Z15-11 RED 9 1/2" ZEE 15 7 3/4" 1'4 3/4" 2.46 2.46
2 2.00 EA 95Z15-12 RED 9 1/2" ZEE 15 4 3/4" 1'4 3/4" 1.51 3.02
2 2.00 EA 95Z15-13 RED 9 1/2" ZEE 15 3'2 5/8" 1'4 3/4" 12.28 24.57
2 2.00 EA 95Z15-14 RED 9 1/2" ZEE 15 1'2 5/8" 1'4 3/4" 4.65 9.30
1 1.00 EA 95Z15-15 RED 9 1/2" ZEE 15 7 3/4" 1'4 3/4" 2.46 2.46
2 2.00 EA 95Z15-5 RED 9 1/2" ZEE 15 25'8 7/8" 1'4 3/4" 98.22 196.44
2 2.00 EA 95Z15-6 RED 9 1/2" ZEE 15 19'8 7/8" 1'4 3/4" 75.33 150.65
2 2.00 EA 95Z15-8 RED 9 1/2" ZEE 15 1'11 3/4" 1'4 3/4" 7.55 15.10
2 2.00 EA 95Z15-9 RED 9 1/2" ZEE 15 4'11 3/4" 1'4 3/4" 19.00 38.00
8 8.00 EA SP1044 (1000)-A3P26-48 ALCT ARCHITECTURAL III PANEL 26 9' 3'6 3/4" 23.16 185.26
7 7.00 EA SP1045 (1001)-A3P26-48 ALCT ARCHITECTURAL III PANEL 26 9' 3'6 3/4" 23.16 162.10
23 23.00 EA SP1043 (1003)-A3P26-48 ALCT ARCHITECTURAL III PANEL 26 9' 3'6 3/4" 23.16 532.61
23 23.00 EA SP1044 (1000)-A3P26-49 ALCT ARCHITECTURAL III PANEL 26 8'4" 3'6 3/4" 21.44 493.17
139 134.00 EA AOLI MILLFIN A3P OUTSIDE CLOSURE / L3P INSIDE CLOSURE 0.000 3' 0' 0.03 4.17
6 5.00 EA BA-20 BRSL BASE ANGLE 0.048 20' 8 15/16" 29.05 174.30
13 13.00 EA BFL-1X LTST SPECIAL TRIM 26 15'2" 0' 9.64 125.32
4 4.00 EA BR5-1 RED 5/8" ROD BRACE 0.625 31'2" 0' 32.41 129.65
2 2.00 EA BR5-10 RED 5/8" ROD BRACE 0.625 28'4" 0' 29.47 58.93
2 2.00 EA BR5-11 RED 5/8" ROD BRACE 0.625 25'7" 0' 26.61 53.21
2 2.00 EA BR5-2 RED 5/8" ROD BRACE 0.625 12'7" 0' 13.09 26.17
2 2.00 EA BR5-3 RED 5/8" ROD BRACE 0.625 12' 0' 12.48 24.96
1 1.00 EA BR5-4 RED 5/8" ROD BRACE 0.625 12'11" 0' 13.43 13.43
1 1.00 EA BR5-5 RED 5/8" ROD BRACE 0.625 13'1" 0' 13.61 13.61
2 2.00 EA BR5-6 RED 5/8" ROD BRACE 0.625 23'11" 0' 24.87 49.75
2 2.00 EA BR5-7 RED 5/8" ROD BRACE 0.625 25'6" 0' 26.52 53.04
2 2.00 EA BR5-8 RED 5/8" ROD BRACE 0.625 30'9" 0' 31.98 63.96
2 2.00 EA BR5-9 RED 5/8" ROD BRACE 0.625 24'6" 0' 25.48 50.96
56 56.00 EA BWP1 MILLFIN BRACER 1/2" to 5/8" Rods 0.000 0' 0' 0.94 52.64
106 104.00 EA CGB1 GALV CLIP GUTTER > 0 THRU 1 1/2 12 5 15/16" 1 1/2" 0.25 26.50
10 10.00 EA CL-12 RED CLIP 8" ANTI-ROLL 10 10" 0' 2.38 23.80
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
- 5. Summarized Parts List Report
Project Name: LAMERS BUS LINES
Printed: 6/12/2015 10:23:25 AM
Detailer: DONGZE DI
Checker: DAN PRICE
Engineer: SHAGUFTA JABEEN
Job Number: M15N0247A
Page 4 of 9Versions: PartsList 1.3.94.0, MSA 44.0 Total Weight: 45,910 lbs.
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
18 18.00 EA CL-15 RED CLIP PURLIN WEB REINFORCEMENT 10 7 7/8" 4" 1.20 21.60
2 2.00 EA CL18 RED ENDWALL INTERIOR COLUMN CLIP 0.000 1'4 5/8" 0' 13.76 27.53
6 6.00 EA CL-2 RED CLIP CORNER GIRT TO GIRT 10 8" 10 1/4" 3.13 18.75
20 18.00 EA CL-21 ALCT CLIP SLIP ANGLE 18 5 3/16" 3" 0.23 4.58
130 130.00 EA CL-3 RED CLIP F.O. BASE/TOP/HEAD/GIRT 10 9 5/8" 5" 1.83 238.42
44 44.00 EA CL-4 RED GIRT CLIP 10 9 5/8" 6 1/2" 2.38 104.90
28 28.00 EA CL46 RED CLIP JAMB 10 9 1/4" 5" 1.76 49.34
12 12.00 EA CL-8 RED JAMB GIRT CLIP (9 1/2" GIRTS) 16 9 3/8" 3 7/8" 0.62 7.42
23 23.00 EA CLFB RED CLIP FRAME BRACE 10 8 3/4" 0' 2.15 49.34
4 4.00 EA CLRB05 RED CLIP RIDGE BRIDGE 10 3'4 13/16" 5 3/4" 8.91 35.65
1 0.03 EA CSF N/A CLAIM SUBMITTAL FORMS 0.000 0' 0' 0.10 0.10
2 2.00 EA EC1 RED ENDWALL COLUMN WIDE FLANGE 0.000 21'4 11/16" 0' 230.52 461.04
1 1.00 EA EFB53L-3.10 RED EAVE FRAME BRACE 10 4'2 1/8" 4 3/4" 9.07 9.07
1 1.00 EA EFB53R-3.10 RED EAVE FRAME BRACE 10 4'2 1/8" 4 3/4" 9.07 9.07
1 1.00 EA EI1 RED ENDWALL INTERIOR COLUMN COLD FORM 0.000 22'1 1/2" 0' 158.00 158.00
1 1.00 EA EI2 RED ENDWALL INTERIOR COLUMN COLD FORM 0.000 22'4 1/2" 0' 190.72 190.72
1 1.00 EA EI3 RED ENDWALL INTERIOR COLUMN COLD FORM 0.000 21'2 3/4" 0' 147.78 147.78
1 1.00 EA EI4 RED ENDWALL INTERIOR COLUMN COLD FORM 0.000 21'7 3/4" 0' 150.27 150.27
1 1.00 EA EI5 RED ENDWALL INTERIOR COLUMN COLD FORM 0.000 20'9 3/4" 0' 145.35 145.35
1 1.00 EA ER1 RED ENDWALL RAFTER WIDE FLANGE 0.000 32'3 1/16" 0' 479.10 479.10
1 1.00 EA ER2 RED ENDWALL RAFTER WIDE FLANGE 0.000 32'3 1/16" 0' 475.13 475.13
19 19.00 EA FB-1 RED FRAME BRACE 12 2'1 1/8" 3 13/16" 2.69 51.05
11 11.00 EA FB-3 RED FRAME BRACE 12 2'6 3/4" 3 13/16" 3.29 36.17
6 6.00 EA FB-4 RED FRAME BRACE 12 2'8 1/4" 3 13/16" 3.45 20.69
16 16.00 EA FB-5 RED FRAME BRACE 12 4'0 3/4" 3 13/16" 5.21 83.41
16 16.00 EA FB-6 RED FRAME BRACE 12 4'2" 3 13/16" 5.35 85.55
12 12.00 EA FB-7 RED FRAME BRACE 12 4'6" 3 13/16" 5.78 69.30
2 2.00 EA FBC-1 BRSL BASE ANGLE CORNER 0.000 0' 0' 0.25 0.50
8 8.00 EA FBL-2.10 RED FRAME BRACE 10 2'10" 3 3/4" 4.86 38.87
8 6.80 EA FCRA2 LTST CORNER FLASHING ARCH. III 26 15'2" 10" 9.13 73.02
24 24.00 EA FDC2 LTST DOWNSPOUT CLIP 26 9 3/8" 1 1/2" 0.07 1.70
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
- 6. Summarized Parts List Report
Project Name: LAMERS BUS LINES
Printed: 6/12/2015 10:23:25 AM
Detailer: DONGZE DI
Checker: DAN PRICE
Engineer: SHAGUFTA JABEEN
Job Number: M15N0247A
Page 5 of 9Versions: PartsList 1.3.94.0, MSA 44.0 Total Weight: 45,910 lbs.
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
2 2.00 EA FDH2-12.6 LTBZ HEAD FLASHING 1 1 /4" PANEL 26 12'6" 8" 6.02 12.04
2 2.00 EA FDH2-15.2 LTBZ HEAD FLASHING 1 1 /4" PANEL 26 15'2" 8" 7.30 14.60
23 23.00 EA FDH2-4.6 LTBZ HEAD FLASHING 1 1 /4" PANEL 26 4'6" 8" 2.17 49.82
1 1.00 EA FDH2-8.6 LTBZ HEAD FLASHING 1 1 /4" PANEL 26 8'6" 8" 4.09 4.09
2 1.59 EA FEB-10.2 ALCT EXPANSION BACKUP FLASHING 0.048 10'2" 2 15/16" 4.85 9.71
2 2.00 EA FJ15B-3.2 LTST SPECIAL TRIM 26 15'2" 0' 0.00 0.00
6 6.00 EA FJ2 LTBZ SPACER FLASHING 26 15'2" 7" 6.39 38.33
6 4.80 EA FL258 LTBZ "L" FLASHING 26 15'2" 1' 10.95 65.72
5 4.80 EA FL2A0 LTST "L" FLASHING 26 15'2" 7" 6.39 31.95
2 0.80 EA FL9A11 ALCT "L" FLASHING 26 15'2" 11" 10.04 20.08
2 2.00 EA FOCF95-12.6 LTBZ FRAMED OPENING CAP FLASHING 26 12'6" 1'4 5/8" 12.51 25.01
8 8.00 EA FOCF95-15.2 LTBZ FRAMED OPENING CAP FLASHING 26 15'2" 1'4 5/8" 15.17 121.39
20 18.25 EA FPEC1-10.2 LTST PANEL END COVER TRIM 26 10'2" 2" 1.22 24.48
14 13.50 EA GA-1 RED STANDARD ANGLE 16 20'2" 7 1/4" 29.83 417.56
36 34.75 EA GA-2 RED STANDARD ANGLE 16 20'2" 4 7/8" 20.06 722.02
4 3.50 EA GA-7 RED STANDARD ANGLE 16 20'2" 10 11/16" 44.02 176.08
106 104.00 EA GC-A GALV CLIP UNIVERSAL GUTTER 12 9 15/16" 1 1/2" 0.42 44.31
2 2.00 EA GE1L LTBZ GUTTER ENDCAP Left Handed 26 9 1/4" 7 1/2" 0.35 0.70
2 2.00 EA GE1R LTBZ GUTTER ENDCAP Right Handed 26 9 1/4" 7 1/2" 0.35 0.70
18 18.00 EA GEA-2 RED GIRT EXTENSION ANGLE 16 1'4 1/2" 0' 0.91 16.42
8 8.00 EA GEA-4 RED GIRT EXTENSION ANGLE 16 1'7 1/2" 3 1/4" 1.08 8.62
1 0.03 EA GEG N/A GENERAL ERECTION GUIDE 0.000 0' 0' 0.10 0.10
22 20.59 EA GTS MILLFIN GUTTER SEAL - 11OZ. TUBE 0.000 0' 0' 0.87 19.14
1 0.03 EA JED N/A JOB ERECTION DRAWINGS 0.000 0' 0' 0.25 0.25
30 30.00 EA KCL-1 RED DJ BASE CLIP 0.000 7 3/4" 0' 1.68 50.40
22 22.00 EA KJFO-7.4 LTBZ KELLER JAMB FLASHING (FRAMED OPENING) 26 7'4" 0' 3.08 67.76
26 26.00 EA KJFO-8.4 LTBZ KELLER JAMB FLASHING (FRAMED OPENING) 26 8'4" 0' 3.50 91.00
6 6.00 EA KJOH-15.2 LTBZ KELLER JAMB FLASHING (OVERHEAD DOOR) 26 15'2" 0' 7.13 42.78
23 23.00 EA KSF-4.6 LTBZ KELLER SILL FLASHING 26 4'6" 0' 1.39 31.97
1 1.00 EA KSF-8.6 LTBZ KELLER SILL FLASHING 26 8'6" 0' 2.63 2.63
21 20.30 EA KTSET1-10.2 ALCT KELLER THERMAL EAVE SUPPORT TRIM 1:12 26 10'2" 0' 15.68 329.28
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
- 7. Summarized Parts List Report
Project Name: LAMERS BUS LINES
Printed: 6/12/2015 10:23:25 AM
Detailer: DONGZE DI
Checker: DAN PRICE
Engineer: SHAGUFTA JABEEN
Job Number: M15N0247A
Page 6 of 9Versions: PartsList 1.3.94.0, MSA 44.0 Total Weight: 45,910 lbs.
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
248 240.00 EA LOAI MILLFIN L3P OUTSIDE CLOSURE / A3P INSIDE CLOSURE 0.000 3' 0' 0.06 14.88
1 0.03 EA MSDS N/A MATERIAL SAFETY DATA SHEET 0.000 0' 0' 0.10 0.10
1 1.00 EA OH80-1 RED 8" WRAP DOOR HEADER 14 6'6" 1'4 3/4" 27.76 27.76
5 5.00 EA OH80-2 RED 8" WRAP DOOR HEADER 14 3'4" 1'4 3/4" 14.24 71.19
1 0.03 EA OPMM N/A PREVENTIVE MAINT MANUAL 0.000 0' 0' 0.10 0.10
1 1.00 EA RC1 RED RIGID FRAME COLUMN BUILT UP 0.000 21'7 11/16" 0' 779.21 779.21
1 1.00 EA RC2 RED RIGID FRAME COLUMN BUILT UP 0.000 21'7 11/16" 0' 779.21 779.21
2 2.00 EA RC3 RED RIGID FRAME COLUMN BUILT UP 0.000 21'4" 0' 710.20 1420.40
2 2.00 EA RC4 RED RIGID FRAME COLUMN BUILT UP 0.000 21'4" 0' 710.20 1420.40
1 1.00 EA RC5 RED RIGID FRAME COLUMN BUILT UP 0.000 21'4" 0' 710.20 710.20
1 1.00 EA RC6 RED RIGID FRAME COLUMN BUILT UP 0.000 21'4" 0' 710.20 710.20
7 6.80 EA RFE1 ALCT EXPANSION RIDGE FLASHING 24 15'2" 2'5 3/8" 34.08 238.57
2 2.00 EA RFEC1 ALCT EXPANSION RIDGE FLASHING END CAP 24 3" 3 1/4" 0.06 0.12
14 13.50 EA RJF1 RED RIDGE SUPPORT FOR STANDING SEAM PANELS 16 15'2" 10 11/16" 33.11 463.47
1 0.40 EA RLF1 LTBZ RIDGE LINER FLASHING 26 15'2" 6" 5.48 5.48
1 1.00 EA RR1 RED RIGID FRAME RAFTER BUILT UP 0.000 31'4 5/8" 0' 978.39 978.39
1 1.00 EA RR2 RED RIGID FRAME RAFTER BUILT UP 0.000 31'4 5/8" 0' 978.39 978.39
2 2.00 EA RR3 RED RIGID FRAME RAFTER BUILT UP 0.000 32'9 15/16" 0' 1023.07 2046.14
2 2.00 EA RR4 RED RIGID FRAME RAFTER BUILT UP 0.000 32'9 15/16" 0' 1023.07 2046.14
2 2.00 EA RR5 RED RIGID FRAME RAFTER BUILT UP 0.000 32'9 15/16" 0' 1023.07 2046.14
4 3.50 EA RSA-1 RED RAKE SUPPORT ANGLE 16 20'2" 7 1/4" 29.83 119.30
11 9.60 EA RSF1 LTBZ RAKE SUPPORT FLASHING 26 15'2" 4" 3.65 40.16
50 50.00 EA S3P24-3 (1004) ALCT STANDING SEAM 360 PANEL 24 33'5 3/8" 2'5 3/8" 75.16 3757.85
49 49.00 EA S3P24-3 (1005) ALCT STANDING SEAM 360 PANEL 24 33'5 3/8" 2'5 3/8" 75.16 3682.69
909 900.00 EA S3PC-2T MILLFIN STANDING SEAM 360 PANEL CLIP 0.000 4 5/8" 0' 0.83 751.74
5 3.44 EA SADH-1 MILLFIN SPRAY ADHESIVE - 20OZ. 0.000 0' 0' 0.93 4.65
105 100.00 EA SC-O MILLFIN SEAM CLOSURE 0.000 1 1/2" 0' 0.01 1.05
8 6.23 EA SSCK-1 MILLFIN STAND SEAM CAULK 10.5 WHITE 0.000 0' 0' 1.00 8.00
111 106.00 EA SSMC-I ALCT SS INSIDE METAL CLOSURE 20 4 7/16" 0' 0.18 19.98
105 100.00 EA SSMC-O ALCT SS OUTSIDE METAL CLOSURE 20 1'11 1/2" 0' 1.48 155.40
5 4.80 EA TARF1 ALCT AUXILIARY RAKE FLASHING 24 15'2" 9" 10.44 52.21
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
- 8. Summarized Parts List Report
Project Name: LAMERS BUS LINES
Printed: 6/12/2015 10:23:25 AM
Detailer: DONGZE DI
Checker: DAN PRICE
Engineer: SHAGUFTA JABEEN
Job Number: M15N0247A
Page 7 of 9Versions: PartsList 1.3.94.0, MSA 44.0 Total Weight: 45,910 lbs.
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
2 2.00 EA TCB1L LTBZ CORNER BOX WITH GUTTER <= 1 1/2:12 26 2' 0' 1.35 2.70
2 2.00 EA TCB1R LTBZ CORNER BOX WITH GUTTER <= 1 1/2 :12 26 2' 0' 1.35 2.70
14 13.80 EA TGT1 LTBZ STANDARD GUTTER 15'-2" 26 15'2" 1'8 3/4" 18.94 265.15
11 9.60 EA TR1S LTBZ CUSTOM RAKE for STANDING SEAM 26 15'2" 1'8 3/4" 18.94 208.33
2 2.00 EA TRC1S1C-ABC LTBZ STANDING SEAM CUSTOM RAKE CAP 26 1'11 15/16" 1'11 3/8" 2.81 5.61
2 2.00 EA TRECLC LTBZ CUSTOM RAKE ENDCAP 26 10 1/4" 0' 0.00 0.00
2 2.00 EA TRECRC LTBZ CUSTOM RAKE ENDCAP 26 8 1/4" 0' 0.00 0.00
1 1.00 EA TUP-32 RED PAINT TOUCH-UP QT 0.000 0' 0' 3.00 3.00
1 0.03 EA TUPR N/A TOUCHUP PAINT DOCUMENT 0.000 0' 0' 0.10 0.10
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
- 9. Summarized Parts List Report
Project Name: LAMERS BUS LINES
Printed: 6/12/2015 10:23:25 AM
Detailer: DONGZE DI
Checker: DAN PRICE
Engineer: SHAGUFTA JABEEN
Job Number: M15N0247A
Page 8 of 9Versions: PartsList 1.3.94.0, MSA 44.0 Total Weight: 4,658 lbs.
SUMMARIZED SMRF LIST
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
250 51.00 EA #12X1 1/4 SDHHT4 LTST #12 SELF DRILL TEK4 FASTENER 0.000 1 1/4" 0' 0.02 3.75
500 372.00 EA #12X1 1/4 SDRF LTBZ #12 SELF DRILL ROOF FASTENER 0.000 1 1/4" 0' 0.01 5.00
250 156.00 EA #14X1 SDRF LTBZ #14 SELF DRILL ROOF FASTENER 0.000 1" 0' 0.01 2.50
500 334.00 EA #14X3/4 SDRF LTBZ #14 SELF DRILL ROOF FASTENER 0.000 3/4" 0' 0.01 5.00
465 442.00 EA 1/8 RIVET LTBZ 1/8" BLIND RIVET 0.000 0' 0' 0.00 0.47
31 31.00 EA SP1033 (1000)-A3P26-1 LTST ARCHITECTURAL III PANEL 26 12'10 1/2" 3'6 3/4" 33.13 1026.94
7 7.00 EA SP1034 (1001)-A3P26-1 LTST ARCHITECTURAL III PANEL 26 12'10 1/2" 3'6 3/4" 33.13 231.89
1 1.00 EA SP1035 (1002)-A3P26-10 LTST ARCHITECTURAL III PANEL 26 8'7 1/2" 3'6 3/4" 22.19 22.19
1 1.00 EA SP1035 (1002)-A3P26-11 LTST ARCHITECTURAL III PANEL 26 8'9" 3'6 3/4" 22.51 22.51
1 1.00 EA SP1035 (1002)-A3P26-12 LTST ARCHITECTURAL III PANEL 26 8'10 1/2" 3'6 3/4" 22.84 22.84
1 1.00 EA SP1035 (1002)-A3P26-13 LTST ARCHITECTURAL III PANEL 26 23'1 1/2" 3'6 3/4" 59.50 59.50
1 1.00 EA SP1035 (1002)-A3P26-15 LTST ARCHITECTURAL III PANEL 26 9'3" 3'6 3/4" 23.80 23.80
1 1.00 EA SP1035 (1002)-A3P26-17 LTST ARCHITECTURAL III PANEL 26 9'1" 3'6 3/4" 23.37 23.37
1 1.00 EA SP1035 (1002)-A3P26-18 LTST ARCHITECTURAL III PANEL 26 8'11 1/2" 3'6 3/4" 23.05 23.05
1 1.00 EA SP1035 (1002)-A3P26-19 LTST ARCHITECTURAL III PANEL 26 22'11 1/2" 3'6 3/4" 59.07 59.07
1 1.00 EA SP1034 (1001)-A3P26-2 LTST ARCHITECTURAL III PANEL 26 21'10 1/2" 3'6 3/4" 56.28 56.28
1 1.00 EA SP1035 (1002)-A3P26-20 LTST ARCHITECTURAL III PANEL 26 22'10" 3'6 3/4" 58.75 58.75
1 1.00 EA SP1035 (1002)-A3P26-21 LTST ARCHITECTURAL III PANEL 26 8'7" 3'6 3/4" 22.09 22.09
1 1.00 EA SP1035 (1002)-A3P26-22 LTST ARCHITECTURAL III PANEL 26 8'5 1/2" 3'6 3/4" 21.76 21.76
1 1.00 EA SP1035 (1002)-A3P26-23 LTST ARCHITECTURAL III PANEL 26 8'4" 3'6 3/4" 21.44 21.44
1 1.00 EA SP1035 (1002)-A3P26-24 LTST ARCHITECTURAL III PANEL 26 8'2 1/2" 3'6 3/4" 21.12 21.12
1 1.00 EA SP1035 (1002)-A3P26-25 LTST ARCHITECTURAL III PANEL 26 22'2 1/2" 3'6 3/4" 57.14 57.14
2 2.00 EA SP1036 (1003)-A3P26-26 LTST ARCHITECTURAL III PANEL 26 12'11 1/2" 3'6 3/4" 33.34 66.68
1 1.00 EA SP1036 (1003)-A3P26-27 LTST ARCHITECTURAL III PANEL 26 13'1" 3'6 3/4" 33.66 33.66
1 1.00 EA SP1036 (1003)-A3P26-28 LTST ARCHITECTURAL III PANEL 26 13'2 1/2" 3'6 3/4" 33.99 33.99
1 1.00 EA SP1036 (1003)-A3P26-29 LTST ARCHITECTURAL III PANEL 26 13'4" 3'6 3/4" 34.31 34.31
23 23.00 EA SP1034 (1001)-A3P26-3 LTST ARCHITECTURAL III PANEL 26 21'4" 3'6 3/4" 54.89 1262.49
1 1.00 EA SP1036 (1003)-A3P26-30 LTST ARCHITECTURAL III PANEL 26 13'5 1/2" 3'6 3/4" 34.63 34.63
1 1.00 EA SP1036 (1003)-A3P26-31 LTST ARCHITECTURAL III PANEL 26 13'7" 3'6 3/4" 34.95 34.95
1 1.00 EA SP1036 (1003)-A3P26-32 LTST ARCHITECTURAL III PANEL 26 13'8 1/2" 3'6 3/4" 35.27 35.27
1 1.00 EA SP1036 (1003)-A3P26-33 LTST ARCHITECTURAL III PANEL 26 13'10" 3'6 3/4" 35.59 35.59
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
- 10. Summarized Parts List Report
Project Name: LAMERS BUS LINES
Printed: 6/12/2015 10:23:25 AM
Detailer: DONGZE DI
Checker: DAN PRICE
Engineer: SHAGUFTA JABEEN
Job Number: M15N0247A
Page 9 of 9Versions: PartsList 1.3.94.0, MSA 44.0 Total Weight: 4,658 lbs.
SUMMARIZED SMRF LIST
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
1 1.00 EA SP1036 (1003)-A3P26-34 LTST ARCHITECTURAL III PANEL 26 13'11 1/2" 3'6 3/4" 35.92 35.92
1 1.00 EA SP1036 (1003)-A3P26-35 LTST ARCHITECTURAL III PANEL 26 14'1" 3'6 3/4" 36.24 36.24
1 1.00 EA SP1036 (1003)-A3P26-36 LTST ARCHITECTURAL III PANEL 26 14'2 1/2" 3'6 3/4" 36.56 36.56
1 1.00 EA SP1036 (1003)-A3P26-37 LTST ARCHITECTURAL III PANEL 26 14'3" 3'6 3/4" 36.67 36.67
1 1.00 EA SP1036 (1003)-A3P26-38 LTST ARCHITECTURAL III PANEL 26 14'1 1/2" 3'6 3/4" 36.34 36.34
1 1.00 EA SP1036 (1003)-A3P26-39 LTST ARCHITECTURAL III PANEL 26 14' 3'6 3/4" 36.02 36.02
2 2.00 EA SP1035 (1002)-A3P26-4 LTST ARCHITECTURAL III PANEL 26 22'1" 3'6 3/4" 56.82 113.64
1 1.00 EA SP1036 (1003)-A3P26-40 LTST ARCHITECTURAL III PANEL 26 13'10 1/2" 3'6 3/4" 35.70 35.70
1 1.00 EA SP1036 (1003)-A3P26-41 LTST ARCHITECTURAL III PANEL 26 13'9" 3'6 3/4" 35.38 35.38
1 1.00 EA SP1036 (1003)-A3P26-42 LTST ARCHITECTURAL III PANEL 26 13'7 1/2" 3'6 3/4" 35.06 35.06
1 1.00 EA SP1036 (1003)-A3P26-43 LTST ARCHITECTURAL III PANEL 26 13'6" 3'6 3/4" 34.74 34.74
1 1.00 EA SP1036 (1003)-A3P26-44 LTST ARCHITECTURAL III PANEL 26 13'4 1/2" 3'6 3/4" 34.41 34.41
1 1.00 EA SP1036 (1003)-A3P26-45 LTST ARCHITECTURAL III PANEL 26 13'3" 3'6 3/4" 34.09 34.09
1 1.00 EA SP1036 (1003)-A3P26-46 LTST ARCHITECTURAL III PANEL 26 13'1 1/2" 3'6 3/4" 33.77 33.77
1 1.00 EA SP1036 (1003)-A3P26-47 LTST ARCHITECTURAL III PANEL 26 13' 3'6 3/4" 33.45 33.45
1 1.00 EA SP1035 (1002)-A3P26-5 LTST ARCHITECTURAL III PANEL 26 22'1 1/2" 3'6 3/4" 56.93 56.93
1 1.00 EA SP1035 (1002)-A3P26-50 LTST ARCHITECTURAL III PANEL 26 23'3" 3'6 3/4" 59.82 59.82
1 1.00 EA SP1035 (1002)-A3P26-52 LTST ARCHITECTURAL III PANEL 26 9'2 1/2" 3'6 3/4" 23.69 23.69
1 1.00 EA SP1035 (1002)-A3P26-6 LTST ARCHITECTURAL III PANEL 26 8'1 1/2" 3'6 3/4" 20.91 20.91
1 1.00 EA SP1035 (1002)-A3P26-7 LTST ARCHITECTURAL III PANEL 26 8'3" 3'6 3/4" 21.23 21.23
1 1.00 EA SP1035 (1002)-A3P26-8 LTST ARCHITECTURAL III PANEL 26 8'4 1/2" 3'6 3/4" 21.55 21.55
1 1.00 EA SP1035 (1002)-A3P26-9 LTST ARCHITECTURAL III PANEL 26 8'6" 3'6 3/4" 21.87 21.87
6 6.00 EA FDE2 LTST 4 X 5 DOWNSPOUT ELBOW 29 1'6 3/4" 1'5 9/16" 1.28 7.67
9 9.00 EA FDS-14.4 LTST 4" X 5" DOWNSPOUT 29 14'4" 1'5 9/16" 11.73 105.53
2 2.00 EA L3P26-1 (1004) LTBZ LONG SPAN III PANEL 26 17'8 11/16" 3'6 3/4" 45.60 91.21
2 2.00 EA L3P26-1 (1005) LTBZ LONG SPAN III PANEL 26 17'8 11/16" 3'6 3/4" 45.60 91.21
2 2.00 EA L3P26-2 (1004) LTBZ LONG SPAN III PANEL 26 16'1 3/4" 3'6 3/4" 41.54 83.09
2 2.00 EA L3P26-5 (1005) LTBZ LONG SPAN III PANEL 26 16'1 5/8" 3'6 3/4" 41.52 83.03
1,067 1,056.00 EA TBT-1.375 MILLFIN SPECIAL THERMAL BLOCK 0.000 1'11 1/2" 3" 0.00 0.00
Tot.Qty Quantity Units Mark Number Color Description Gauge Length Blk.Width Lbs./Part Total Lbs.
- 11. Department Weights Report
Project Name: LAMERS BUS LINES
Printed: 6/12/2015 10:23:32 AM
Detailer: DONGZE DI
Checker: DAN PRICE
Engineer: SHAGUFTA JABEEN
Job Number: M15N0247A
Department Weight(lbs) Weight(tons)
Warehouse 2175 1.087
Endwall 2573 1.286
Purlin 16147 8.073
RigidFrame 14049 7.025
Flashing 2109 1.054
Panel 13516 6.758
Total Weight 50567 25.284
Department Weight(lbs) Weight(tons)
