Attachment_4-Option_1_Building_Erection_Drawings.pdf
PDF 7 MB Posted
- Solicitation number
- 12026118R0007
About this file
Attachment 4- Option 1 Building Erection Drawings
View the file
Other files
| File | Type | Posted |
|---|---|---|
| BPWH_Clarification_2.docx | DOCX document | |
| Amendment__2.pdf | ||
| BPWH_Clarifications.docx | DOCX document | |
| Amendment__1.pdf | ||
| Attachment_3-BASE_Foundation_Drawings.pdf | ||
| Attachment_6-Past_Performance_Questionnaire.pdf | ||
| Attachment_5-Option_2-6_Drawings.pdf | ||
| Attachment_1-Wage_Determination.pdf | ||
| Attachment_2-Specifications.pdf | ||
| R0007.pdf |
On GovTribe
Work with this file
- Download the original file
- Contacts named in this file
- Similar government files
- Ask GovTribe AI about this file
Text version
Option 1 – Building Erection
Notes:
The prefabricated, unassembled warehouse structure is currently located in Sparks, NV.
The contractor shall relocate all pieces to the project site in Bridgeport, CA, which shall be included in this Option 1 bid price. To get an idea of the inventory, a parts list of the building is included at the end of this document.
Included in this option is relocation and installation of rolled insulation for the entire building (also located in Sparks, NV).
Included in this option is relocation, framing, and installation of (2) 12’ x 14’ overhead rolling steel doors (located in Bridgeport, CA approximately 4 miles from the project site), (3) exterior personnel doors and (9) insulated windows (both located with the rest of the building pieces in Sparks, NV). Exact installation locations will be provided to the contractor prior to building erection.
Erection manuals will be provided to the contractor once the contract is awarded. The following pages are final warehouse drawings.
Attachment #4-Solicitation No.: 12026118R0007
1901 SOUTH LITCHFIELD ROAD
GOODYEAR, AZ 85338
PHONE (800) 294-4358
WWW.COOKSONDOOR.COM
LEED® RECYCLED CONTENT INFO FOR JOB:
2730.0 Lbs. - Total Weight of All Units
564.0 Lbs., 20.7% - Post Consumer Content
478.0 Lbs., 17.5% - Post Industrial Content
1042.0 Lbs., 38.2% - Total Recycled Content
DATE: 1/12/2018
PROJECT: K-CON INC - USDA FOREST SERVICE
LOCATION: ,
DEALER: BARTON OVERHEAD DOOR, INC. PHONE: 209-571-3667
ADDRESS: 1132 N. Carpenter Road
Modesto, CA 95351 ATTN: Michael Barton REFERENCE#: E1114191
Submittal
LEED® RECYCLED CONTENT DETAIL
ITEM TOTAL WEIGHT POST CONSUMER % POST INDUSTRIAL % TOTAL RECYCLED %
1 2730 lbs 564 lbs 20.7% 478 lbs 17.5% 1042 lbs 38.2%
BOTTOM BAR LOCKING:
Bottom Bar -
Guides -
Hood -
Plain Steel -
QUANTITY & MARK:
ELECTRICAL EQUIPMENT LIST:MOTOR SPECIFICATIONS:
CURRENT CHARACTERISTICS:
HZ
12-05-2017
MTR_STDR
D O
O R
O
P E
N I N
G
H
E I G
H T
V PH
O V
E R
A L L
D
O O
R
H
E I G
H T
SPRING
ADJUSTOR
See drawing # for guide detail.
ELEVATION (COIL SIDE) AND SECTION VIEW
MATERIAL & FINISH:
Back slat -
Front slat -
# GA. INSULATED FLAT SLATS
THERMISERd
ROLLING DOOR
GUIDE SEAL
1/2"1/2"
DISTANCE BETWEEN GUIDES
OPENING WIDTH
'Z-TYPE' LINTEL
BRUSH SEAL
O P
E N
I N
G
H
E I G
H T
SGH MOTOR
OPERATED ROLLING DOOR
HP motor to include a totally enclosed fan cooled (TEFC) motor removable without resetting of limit switches, reversing magnetic controller in NEMA 1 enclosure, spur gear box for drive reduction, electric brake and an auxiliary chain operator. Includes magnetic contactors, UL listed thermal overload protection, rotary limit switches, safety edge circuit and transformer with 24 volt control secondary, delay on reverse, and a door closing warning signal. Pre-wired to a terminal block using color coding of the wires to facilitate troubleshooting.
AUXILIARY
HAND CHAIN
CHAIN KEEPER,
PADLOCK BY OTHERS
MAX. 1/4"Ø SHANK
12-1/8"±
2"
"SUPPORT TO RUN TO TOP OF COIL"
'D' HOOD
1-1/2" TOP HOOD BEAD
Electrical current must be verified in writing before job is released for manufacture; current verified and found correct.
Operator bracket bracing required, unless operator is wall mounted.
Signed:
REVISION DATE BY
ORIGINAL DRAWING
JOB:
MODEL # : JOB #:
AGENT:
CONTRACTOR:
ARCHITECT:
PRODUCT CODE:
â
SENSING EDGE COIL CORD
JUNCTION BOX
(BY OTHERS)
STOPPERS
CIWE-MTP-ACAD10
ESD20
E 01114191 001 A
MFW 6F 44GW
E 01114191 001 B
01/12/18 K747
BARTON OVERHEAD DOOR, INC.
K-CON INC - USDA FOREST SERVICE
(2)
12'-1"
12'-0"
21-1/2"
24/24
6-11/16"± 6-11/16"±
Galvanized steel with GalvaNex™ coating system.
Finish color: White
Galvanized steel with GalvaNex™ coating system.
Finish color: White
Extruded aluminum, mill finish
Structural steel, polyester powder coating, color
Standard White
Galvanized steel with GalvaNex™ coating system.
Finish color: White
Polyester powder coating, color Standard White
3 7/16"3 7/16"
1 - Three button push button station `OPEN-CLOSE-STOP` in
NEMA 1 enclosure, surface mounted.
1 - Pair of photo eyes, NEMA 1.
1 - Electric sensing edge w/ SJO coil cord.
1/2
120 1 60
2 1/2"
1 3/8"
ASSEMBLY FASTENERS:
GA0415 - 4 1/4"
WALL FASTENERS: WALL FASTENERS:
AT ON CENTER
ASSEMBLY FASTENERS:
1 3/4"
4 1/4"
GA0415 - 4 1/4"
3" x 3" x 3/16" (TYP.)
3" x 2" x 3/16" (TYP.)
PLAN OF OPENING
1 3/4"
AT ON CENTER
TD7_425
3 7/8"
15/16"
3" x 3" x 3/16"
2 1/8"
2 1/2"
1 3/8"
15/16"
3/16" STEEL BRACKET PLATE ABOVE
1/2" 1/2"
1 3/4"
4 1/4"
3 7/8"
3" x 3" x 3/16"
2 1/8"
1 3/4"
WEATHERING
CP0001 SLAT
EXTERIOR
3"
~ 1"
BACK SLAT
FRONT SLAT
POLYURETHANE
INSULATION
DISTANCE BETWEEN GUIDES
OPENING WIDTH
06-15-2016
NOTE: Wall construction detail shown is for illustrative purposes only, does not imply compliance with building requirements, and must meet architectural specifications to properly support product. Products designed with wind load requirements must be properly fastened to structural members as specified in order to avoid catastrophic failure. Wall construction and closure installation shall be in accordance with the local authority having jurisdiction requirements.
AT ON CENTER AT ON CENTER
INSTALLERS NOTE:
MAINTAINING FACTORY SET GUIDE GAPS IS CRITICAL
TO THE PROPER OPERATION OF THE DOOR AND IT'S
ABILITY TO WITHSTAND THE DESIGNED WINDLOAD!
ENDLOCK DETAIL
CP0407 MOLDED NYLON ENDLOCK
ON ALTERNATING SLATS WITH
2 x 1/4" RIVETS.
CP0407
REVISION DATE BY
ORIGINAL DRAWING
JOB:
MODEL # : JOB #:
AGENT:
CONTRACTOR:
ARCHITECT:
PRODUCT CODE:
â
- Ø3/8-16 x 1 1/2" - Ø3/8-16 x 1 1/2" - 1/4" FILLET WELD ENTIRE PERIMETER
OF WALL FASTENER SLOT
- 1/4" FILLET WELD ENTIRE PERIMETER
OF WALL FASTENER SLOT
HEX HEAD CAP SCREW, GR. 5
- HEX HEAD NUT, GR. 5
- HARDENED FLAT WASHERS
HEX HEAD CAP SCREW, GR. 5
- HEX HEAD NUT, GR. 5
- HARDENED FLAT WASHERS
INSULATED SERVICE DOOR GUIDE
ASSEMBLY, 4-1/4" PACKOFF
ESD20
E 01114191 001 B
MFW 6F 44GW
01/12/18 K747
BARTON OVERHEAD DOOR, INC.
K-CON INC - USDA FOREST SERVICE
12'-1"
12'-0"
36" 36"36" 36"
MK: 001
Summarized Parts List Report Project Name: 17-227 FINAL Bridgeport USDA
Printed: 1/4/2018 1:50:40 PM -7
Detailer: MBS
Checker: GRJ-3258
Engineer: DSC-3322
Job Number: U17X0734A Primer Color: RP
Secondary Primer Color: RP
Page 1 of 6Parts List Version: 2017.11.16.1 Total Weight: 36,754 lbs.
Total Qty. Quantity Name Vin Color Description Length Gauge Lbs./Part Total Lbs. Div LRC
30 30.00 BSB01 B SB BASE TRIM X 10'-2 122.00 26 5.91 177.32 U 05A
2 2.00 CCA145 A SB 8" CEE CHANNEL COVER X 12'-1 145.00 26 11.81 23.61 U 05A
4 4.00 CCA169 A SB 8" CEE CHANNEL COVER X 14'-1 169.00 26 13.76 55.04 U 05A
34 34.00 CR6-28900 A EG CLASSIC ROOF PANEL 289.00 26 66.51 2261.29 U 04B
34 34.00 CR6-29825 A EG CLASSIC ROOF PANEL 298.25 26 68.64 2333.67 U 04B
34 34.00 CW6-20300 B SB CLASSIC WALL PANEL 203.00 26 46.72 1588.38 U 04C
2 2.00 CW6-20450 B SB CLASSIC WALL PANEL 204.50 26 47.06 94.12 U 04C
2 2.00 CW6-20750 B SB CLASSIC WALL PANEL 207.50 26 47.75 95.51 U 04C
2 2.00 CW6-21050 B SB CLASSIC WALL PANEL 210.50 26 48.44 96.89 U 04C
2 2.00 CW6-21350 B SB CLASSIC WALL PANEL 213.50 26 49.13 98.27 U 04C
2 2.00 CW6-21650 B SB CLASSIC WALL PANEL 216.50 26 49.82 99.65 U 04C
2 2.00 CW6-21950 B SB CLASSIC WALL PANEL 219.50 26 50.51 101.03 U 04C
2 2.00 CW6-22250 B SB CLASSIC WALL PANEL 222.50 26 51.20 102.41 U 04C
2 2.00 CW6-22550 B SB CLASSIC WALL PANEL 225.50 26 51.90 103.79 U 04C
2 2.00 CW6-22850 B SB CLASSIC WALL PANEL 228.50 26 52.59 105.17 U 04C
2 2.00 CW6-23150 B SB CLASSIC WALL PANEL 231.50 26 53.28 106.55 U 04C
2 2.00 CW6-23450 B SB CLASSIC WALL PANEL 234.50 26 53.97 107.93 U 04C
2 2.00 CW6-23750 B SB CLASSIC WALL PANEL 237.50 26 54.66 109.31 U 04C
2 2.00 CW6-24050 B SB CLASSIC WALL PANEL 240.50 26 55.35 110.69 U 04C
2 2.00 CW6-24350 B SB CLASSIC WALL PANEL 243.50 26 56.04 112.07 U 04C
2 2.00 CW6-24650 B SB CLASSIC WALL PANEL 246.50 26 56.73 113.46 U 04C
2 2.00 CW6-24950 B SB CLASSIC WALL PANEL 249.50 26 57.42 114.84 U 04C
34 34.00 CW6-25100 B SB CLASSIC WALL PANEL 251.00 26 57.76 1963.96 U 04C
1 1.00 CX201 - EC-2 A RP 12" WELDED COLD FORM COLUMN 209.75 0.000 163.70 163.70 U 02A
1 1.00 CX202 - EC-5 A RP 12" WELDED COLD FORM COLUMN 209.75 0.000 163.70 163.70 U 02A
1 1.00 CX801 - EC-1 A RP 8" WELDED COLD FORM COLUMN 232.38 0.000 109.50 109.50 U 02A
1 1.00 CX802 - EC-3 A RP 8" WELDED COLD FORM COLUMN 187.06 0.000 78.70 78.70 U 02A
1 1.00 CX803 - EC-4 A RP 8" WELDED COLD FORM COLUMN 187.06 0.000 78.70 78.70 U 02A
1 1.00 CX804 - EC-6 A RP 8" WELDED COLD FORM COLUMN 232.38 0.000 109.50 109.50 U 02A
Total Qty. Quantity Name Vin Color Description Length Gauge Lbs./Part Total Lbs. Div LRC
Printed: 1/4/2018 1:50:40 PM -7
Detailer: MBS
Checker: GRJ-3258
Engineer: DSC-3322
Job Number: U17X0734A Primer Color: RP
Secondary Primer Color: RP
Page 2 of 6Parts List Version: 2017.11.16.1 Total Weight: 36,754 lbs.
Total Qty. Quantity Name Vin Color Description Length Gauge Lbs./Part Total Lbs. Div LRC
4 4.00 CXB01 - RF1-1 A RP COLUMN - BUILT-UP 243.31 0.000 608.50 2434.00 U 08A
4 4.00 CXB02 - RF1-5 A RP COLUMN - BUILT-UP 196.69 0.000 476.90 1907.60 U 08A
9 9.00 DPA01 A SB DOWNSPOUT STRAP 10.25 26 0.08 0.75 U 05C
1 1.00 E8101 - E-1 A RP EAVE STRUT 8" EQ LEG - 1:12 239.50 0.060 66.93 66.93 U 01C
3 3.00 E8102 - E-2 A RP EAVE STRUT 8" EQ LEG - 1:12 239.50 0.060 66.93 200.78 U 01C
1 1.00 E8103 - E-3 A RP EAVE STRUT 8" EQ LEG - 1:12 239.50 0.060 66.93 66.93 U 01C
1 1.00 E8104 - E-4 A RP EAVE STRUT 8" EQ LEG - 1:12 239.50 0.060 66.93 66.93 U 01C
3 3.00 E8105 - E-5 A RP EAVE STRUT 8" EQ LEG - 1:12 239.50 0.060 66.93 200.78 U 01C
1 1.00 E8106 - E-6 A RP EAVE STRUT 8" EQ LEG - 1:12 239.50 0.060 66.93 66.93 U 01C
8 8.00 ESC02 B RP 4-BOLT EAVE STRUT PLATE 16.00 0.250 4.53 36.27 U 07A
88 80.00 ESW01 A BK EAVE STRUT PLATE WASHER 2.13 0.135 0.12 10.73 U 13C
14 14.00 FBC30 A RP FLANGE BRACE TYPE "C" 30.00 0.105 4.35 60.91 U 07B
8 8.00 FBC32 A RP FLANGE BRACE TYPE "C" 32.00 0.105 4.64 37.13 U 07B
2 2.00 FBC32 A RP FLANGE BRACE TYPE "C" 32.00 0.105 4.64 9.28 U 07B
16 16.00 FBC34 A RP FLANGE BRACE TYPE "C" 34.00 0.105 4.93 78.90 U 07B
8 8.00 FBC36 A RP FLANGE BRACE TYPE "C" 36.00 0.105 5.22 41.77 U 07B
12 12.00 FBC38 A RP FLANGE BRACE TYPE "C" 38.00 0.105 5.51 66.13 U 07B
2 2.00 FBE01 C RP FLANGE BRACE TYPE "E" COPED 35.88 0.105 5.20 10.41 U 07B
2 2.00 FBH35 B RP FLANGE BRACE TYPE "C"-SPL LENGTH 35.00 0.105 5.08 10.15 U 07B
50 50.00 FBL01 A RP FLANGE BRACE CLIP W/ LINER 6.00 0.188 1.92 95.88 U 07A
50 50.00 FBN01 A RP FLANGE BRACE CLIP W/ LINER 8.75 0.130 2.09 104.75 U 13A
3 3.00 G8Z01 - G-1 A RP GIRT 8" - "Z" 322.25 0.060 79.09 237.27 U 01A
1 1.00 G8Z02 - G-2 A RP GIRT 8" - "Z" 322.25 0.054 71.18 71.18 U 01A
1 1.00 G8Z03 - G-3 A RP GIRT 8" - "Z" 281.75 0.089 102.57 102.57 U 01A
3 3.00 G8Z04 - G-4 A RP GIRT 8" - "Z" 322.25 0.060 79.09 237.27 U 01A
1 1.00 G8Z05 - G-5 A RP GIRT 8" - "Z" 322.25 0.054 71.18 71.18 U 01A
1 1.00 G8Z06 - G-6 A RP GIRT 8" - "Z" 281.75 0.089 102.57 102.57 U 01A
4 4.00 G8Z07 - G-7 A RP GIRT 8" - "Z" 255.50 0.054 56.44 225.75 U 01A
12 12.00 G8Z08 - G-8 A RP GIRT 8" - "Z" 271.50 0.054 59.97 719.67 U 01A
Total Qty. Quantity Name Vin Color Description Length Gauge Lbs./Part Total Lbs. Div LRC
Printed: 1/4/2018 1:50:40 PM -7
Detailer: MBS
Checker: GRJ-3258
Engineer: DSC-3322
Job Number: U17X0734A Primer Color: RP
Secondary Primer Color: RP
Page 3 of 6Parts List Version: 2017.11.16.1 Total Weight: 36,754 lbs.
Total Qty. Quantity Name Vin Color Description Length Gauge Lbs./Part Total Lbs. Div LRC
4 4.00 G8Z09 - G-9 A RP GIRT 8" - "Z" 255.50 0.054 56.44 225.75 U 01A
1 1.00 G8Z10 - G-10 A RP GIRT 8" - "Z" 255.50 0.075 78.39 78.39 U 01A
3 3.00 G8Z11 - G-11 A RP GIRT 8" - "Z" 271.50 0.075 83.29 249.88 U 01A
1 1.00 G8Z12 - G-12 A RP GIRT 8" - "Z" 255.50 0.075 78.39 78.39 U 01A
16 16.00 GCB03 D RP GIRT/STUB CLIP 8 "C" COLUMNS 9.13 0.250 1.94 31.02 U 07A
10 10.00 GCC03 A RP GIRT CORNER CLIP 0.00 0.000 5.99 59.90 U 07A
16 16.00 GCW08 C RP GIRT CLIP BYPASS 8 9.13 0.188 2.43 38.88 U 07A
2 2.00 GRA01 A EG GUTTER/RAKE TRIM 8.00 26 0.34 0.69 U 05C
1 1.00 GTA01 A EG GUTTER X 10'-1 121.00 26 16.73 16.73 U 05B
5 5.00 GTA02 A EG GUTTER X 20'-2 242.00 26 33.46 167.32 U 05B
1,366 1,276.00 H0200 A BK FLAT WASHER 1/2 A307 0.00 0.000 0.04 52.59 U 13A
28 24.00 H0210 A BK FLAT WASHER 5/8 GR. 8 0.00 0.000 0.08 2.15 U 13A
20 16.00 H0220 A BK FLAT WASHER 3/4 GR. 8 0.00 0.000 0.11 2.20 U 13A
461 452.00 H0300 A BK NUT 1/2 A325 0.00 0.000 0.06 27.66 U 13A
92 88.00 H0310 A BK NUT 5/8 A325 0.00 0.000 0.12 10.67 U 13A
52 48.00 H0320 A BK NUT 3/4 A325 0.00 0.000 0.18 9.46 U 13A
52 48.00 H0330 A BK NUT 1 A325 0.00 0.000 0.41 21.11 U 13A
20 16.00 H0340 A BK NUT 1 1/4 : A325/A490 0.00 0.000 0.74 14.80 U 13A
900 882.00 H0400 A BK NUT 1/2 A307 0.00 0.000 0.03 30.60 U 13A
865 848.00 H0500 A BK BOLT 1/2 X 1 1/4 A307 0.00 0.000 0.11 95.15 U 13A
46 42.00 H0515 A BK BOLT 1/2 X 1 1/4 A307 0.00 0.000 0.11 5.06 U 13A
513 502.00 H0603 A BK BOLT 1/2 X 2 A325 0.00 0.000 0.15 74.38 U 13A
68 64.00 H0610 A BK BOLT 5/8 X 2 1/4 A325 0.00 0.000 0.35 23.80 U 13A
52 48.00 H0633 A BK BOLT 3/4 X 3 A325 0.00 0.000 0.55 28.65 U 13A
52 48.00 H0640 A BK BOLT 1 X 3 1/4 A325 0.00 0.000 0.96 49.92 U 13A
20 16.00 H0660 A BK BOLT 1 1/4 X 3 1/2 A325 0.00 0.000 1.74 34.80 U 13A
24 24.00 H0930 A BK HILLSIDE WASHER 7/8 0.00 0.000 1.17 28.08 U 13A
500 382.00 H1020 B NP RF 1/4-14 X 1 1/4 TCP3 WO WASHER 0.00 0.000 0.02 7.95 U 13A
2,000 1,702.00 H1030 B EG RF 12-14 X 1 1/4 TCP2 W/WASHER 0.00 0.000 0.02 37.60 U 13A
Total Qty. Quantity Name Vin Color Description Length Gauge Lbs./Part Total Lbs. Div LRC
Printed: 1/4/2018 1:50:41 PM -7
Detailer: MBS
Checker: GRJ-3258
Engineer: DSC-3322
Job Number: U17X0734A Primer Color: RP
Secondary Primer Color: RP
Page 4 of 6Parts List Version: 2017.11.16.1 Total Weight: 36,754 lbs.
Total Qty. Quantity Name Vin Color Description Length Gauge Lbs./Part Total Lbs. Div LRC
2,500 2,219.00 H1040 B SB WF 12-14 X 1 1/4 TCP2 W/O WASHER 0.00 0.000 0.01 29.50 U 13A
2,500 2,388.00 H1050 B EG RF 1/4-14 X 7/8" TCP1 W/WASHER 0.00 0.000 0.02 44.75 U 13A
1,000 750.00 H1060 B EG WF 1/4-14 X 7/8" TCP1 W/O WASHER 0.00 0.000 0.01 10.10 U 13A
1,250 1,096.00 H1060 B SB WF 1/4-14 X 7/8" TCP1 W/O WASHER 0.00 0.000 0.01 12.63 U 13A
250 175.00 H1100 A EG POP RIVET 1/8 0.00 0.000 0.00 0.73 U 13C
250 131.00 H1100 A SB POP RIVET 1/8 0.00 0.000 0.00 0.73 U 13C
53 51.00 H2190 C EG CR GUTTER HANGER 0.00 0.000 0.92 48.76 U 13C
300 200.00 H2200 B NP INSULATION RETAINER WASHER 0.00 0.000 0.03 9.00 U 13A
6 6.00 H2305 A SB DOWNSPOUT 4 X 5 X 10'-0 120.00 0.000 11.34 68.04 U 05C
3 3.00 H2320 A SB DOWNSPOUT "S" 4 X 5 0.00 0.000 3.60 10.80 U 05C
3 3.00 H2330 A SB DOWNSPOUT ELBOW 4 X 5 0.00 0.000 1.80 5.40 U 05C
15 14.00 H3000 A NP TAPE MASTIC 1/8 X 3/4 X 50'-0 0.00 0.000 3.17 47.55 U 13C
36 34.00 H3010 A NP TAPE MASTIC 3/32 X 1/2 X 50'-0 0.00 0.000 1.69 60.84 U 13C
6 5.00 H3020 A NP TAPE MASTIC 2 1/4" X 20'-0 0.00 0.000 4.58 27.48 U 13C
5 4.00 H3152 A NP POLYURETHANE TUBE CAULK SEALANT 0.00 0.000 0.81 4.05 U 13C
150 136.00 H3400 A NP CLASSIC OUTSIDE CLOSURE 0.00 0.000 0.04 5.85 U 13C
70 56.00 H3410 B NP CLASSIC INSIDE CLOSURE 0.00 0.000 0.01 0.77 U 13C
4 4.00 H4000 A EG CORNER/END CAP 0.00 26 0.50 2.00 U 05C
4 4.00 H4200 A SB OUTSIDE CORNER - BSB_ _ 0.00 26 0.33 1.32 U 05C
5 5.00 H4220 C PW PLASTIC DOOR END CLOSURE (PAIR) 0.00 0.000 0.04 0.20 U 05C
2 2.00 H8C01 - DH-1 A RP FRAMED OPENING HEADER - 8" C 144.00 0.060 35.34 70.68 U 01A
1 1.00 H9010 A RP PRIMER 1 QT. CAN 0.00 0.000 3.18 3.18 U 13A
1 1.00 H9400 A NP ERECTION DRAWINGS (1 SET) 0.00 0.000 0.00 0.00 U 13A
1 1.00 H9420 F NP ERECTION MANUAL (CR) 0.00 0.000 0.00 0.00 U 13A
1 1.00 H9430 C NP ERECTION MANUAL (WALL SHEETING) 0.00 0.000 0.00 0.00 U 13A
1 1.00 H9450 B NP MATERIAL SAFETY DATA SHEET MAN. 0.00 0.000 0.00 0.00 U 13A
4 4.00 HCJ01 C RP 8" HEADER CLIP - JAMB 4.13 0.188 1.32 5.27 U 07A
1 1.00 HEA01 A EG HIGH EAVE CLASSIC/HR3 X 10'-1 121.00 26 16.73 16.73 U 05B
5 5.00 HEA02 A EG HIGH EAVE CLASSIC/HR3 X 20'-2 242.00 26 33.46 167.32 U 05B
Total Qty. Quantity Name Vin Color Description Length Gauge Lbs./Part Total Lbs. Div LRC
Printed: 1/4/2018 1:50:41 PM -7
Detailer: MBS
Checker: GRJ-3258
Engineer: DSC-3322
Job Number: U17X0734A Primer Color: RP
Secondary Primer Color: RP
Page 5 of 6Parts List Version: 2017.11.16.1 Total Weight: 36,754 lbs.
Total Qty. Quantity Name Vin Color Description Length Gauge Lbs./Part Total Lbs. Div LRC
3 3.00 HTA044 A SB HEAD TRIM X 3'-8 44.00 26 2.13 6.40 U 05A
2 2.00 HTA148 A SB HEAD TRIM X 12'-4 148.00 26 7.17 14.34 U 05A
4 4.00 J8C01 - DJ-1 B RP FRAMED OPENING JAMB - 8" CEE 187.75 0.060 46.08 184.32 U 01A
4 4.00 J8C02 - JB-1 B RP FRAMED OPENING JAMB - 8" CEE 46.00 0.060 11.29 45.16 U 01A
12 12.00 JCA02 C RP JAMB CLIP ANGLE 8 - FRICTION 4.13 0.188 1.65 19.77 U 07A
4 4.00 JCE01 C RP 8" /12" JAMB TO ES CLIP 0.00 0.000 4.02 16.08 U 07A
12 12.00 JCP02 C RP JAMB CLIP PLATE 8 - FRICTION 7.50 0.188 0.80 9.59 U 07A
4 4.00 JCT01 B RP JAMB CLIP TOP - GIRT 0.00 0.000 3.86 15.44 U 07A
4 4.00 JCT02 B RP JAMB CLIP TOP/BOTTOM EXTENDED 7.88 0.164 2.20 8.78 U 07A
6 6.00 JTA087 B SB JAMB TRIM X 7'-3 87.00 26 2.34 14.05 U 05B
4 4.00 JTA169 B SB JAMB TRIM X 14'-1 169.00 26 4.55 18.20 U 05B
11 11.00 LEA01 B EG LOW EAVE TRIM X 10'-2 122.00 26 5.91 65.02 U 05A
10 10.00 MAG01 C GZ MISC ANGLE GIRT - 1'-0 12.00 18 0.57 5.69 U 05A
4 4.00 MAH01 A GZ 1'-0 EAVE STRUT ANGLE - 1:12 12.00 18 0.57 2.28 U 05A
4 4.00 MAH11 - 3 A GZ 1'-0 EAVE STRUT ANGLE - 1:12 12.00 18 0.57 2.28 U 05A
6 6.00 MAR01 A GZ MISC ANGLE - RAKE 240.00 0.060 32.64 195.84 U 05A
15 15.00 MAR02 A GZ C.F.R. RAKE ANGLE 242.00 0.060 20.57 308.55 U 05A
9 9.00 MFB01 A SB MISC FILLER TRIM CLASSIC X 10'-1 121.00 26 7.98 71.81 U 05A
2 2.00 MXB01 - WF-1 A RP MISC BEAM - BUILT-UP 189.00 0.000 566.00 1132.00 U 08A
1 1.00 MXB02 - WF-2 A RP MISC BEAM - BUILT-UP 174.25 0.000 445.90 445.90 U 08A
2 2.00 MXB03 - WF-3 A RP MISC BEAM - BUILT-UP 237.00 0.000 741.10 1482.20 U 08A
1 1.00 MXB04 - WF-4 A RP MISC BEAM - BUILT-UP 182.25 0.000 578.20 578.20 U 08A
4 4.00 OCA01 A SB OUTSIDE CORNER TRIM X 20'-2 242.00 26 21.98 87.94 U 05B
11 11.00 P8Z01 - P-1 A RP PURLIN 8" - "Z" 275.00 0.075 84.37 928.04 U 01A
20 20.00 P8Z02 - P-2 A RP PURLIN 8" - "Z" 310.50 0.067 85.10 1701.95 U 01A
11 11.00 P8Z03 - P-3 A RP PURLIN 8" - "Z" 310.50 0.060 76.21 838.28 U 01A
11 11.00 P8Z04 - P-4 A RP PURLIN 8" - "Z" 275.00 0.075 84.37 928.04 U 01A
2 2.00 P8Z05 - P-5 A RP PURLIN 8" - "Z" 310.50 0.075 95.26 190.52 U 01A
4 4.00 PFC04 A RP PORTAL FRAME CLIP TO COL (FLAT) 8.88 0.375 5.66 22.63 U 07A
Total Qty. Quantity Name Vin Color Description Length Gauge Lbs./Part Total Lbs. Div LRC
Printed: 1/4/2018 1:50:41 PM -7
Detailer: MBS
Checker: GRJ-3258
Engineer: DSC-3322
Job Number: U17X0734A Primer Color: RP
Secondary Primer Color: RP
Page 6 of 6Parts List Version: 2017.11.16.1 Total Weight: 36,754 lbs.
Total Qty. Quantity Name Vin Color Description Length Gauge Lbs./Part Total Lbs. Div LRC
1 1.00 RCA01 A EG RAKE CAP - LEFT 9.25 26 0.31 0.31 U 05C
1 1.00 RCA02 A EG RAKE CAP - RIGHT 9.25 26 0.31 0.31 U 05C
4 4.00 RDB01 - CB-1 A RP ROD BRACE - 5/8" 351.00 0.000 24.71 98.84 U 07A
8 8.00 RDB02 - CB-2 A RP ROD BRACE - 5/8" 362.00 0.000 25.48 203.88 U 07A
2 2.00 RTA01 A EG RAKE TRIM X 10'-1 121.00 26 16.73 33.46 U 05B
4 4.00 RTA02 A EG RAKE TRIM X 20'-2 242.00 26 33.46 133.86 U 05B
4 4.00 RXB01 - RF1-2 A RP RAFTER - BUILT-UP 121.81 0.000 328.10 1312.40 U 08A
4 4.00 RXB02 - RF1-3 A RP RAFTER - BUILT-UP 246.00 0.000 460.70 1842.80 U 08A
4 4.00 RXB03 - RF1-4 A RP RAFTER - BUILT-UP 131.00 0.000 322.80 1291.20 U 08A
2 2.00 RXW01 - ER-1 A RP RAFTER - WIDE FLANGE 347.25 0.000 669.30 1338.60 U 09B
2 2.00 RXW02 - ER-2 A RP RAFTER - WIDE FLANGE 229.44 0.000 440.90 881.80 U 09B
Total Qty. Quantity Name Vin Color Description Length Gauge Lbs./Part Total Lbs. Div LRC
File details come from the government source that posted it.