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BP/LBP Bearing Plate
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Information on this page has been updated since the printing of the C-2009 catalog. To view the specific changes made to this page in detail, visit the Catalog Changes and Corrections page. |
Bearing Plates give greater bearing surface than standard cut washers, and help distribute the load at these critical connections.
The BP1/2-3 and BP5/8-3 are 3"x3" bearing plates that meet the latest requirements of the IRC and IBC. These plate washers are available uncoated or with a hot dip galvanized (HDG) finish.
The BPS and LBPS are 3"x3" bearing plates that offer increased flexibility while meeting the latest requirements of the code. The slotted hole allows for adjustability to account for bolts that are not in the middle of the sill plate.
The BP5/8SKT uses SDS 1/4"x 1 1/2" screws to provide lateral resistance when 5/8" diameter sill holes are overdrilled (screws are provided). The shear capacity of the connection and the connection and sill/anchor bolt shall be determined by the Designer for each installation.
Material: See table.
Finish: LBP, LBPS & BP5/8S - Galvanized; BP7/8-2 - Zinc Plated; BPS, BP - None. BP's and BPS's may be ordered HDG; LBP and LBPS products may be ordered ZMAX®; Contact Simpson Strong-Tie. See Corrosion Information.
Installation: See General Notes.
Codes: See Code Reports. 2006 IRC R602.11.1, 2006 IBC 2305.3.11 (see footnote 2 below)
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top Code Reports (PDFs): | Legacy Reports | |||||||
| IAPMO ES ER | ICC-ES ESR | CITY OF LOS ANGELES | STATE OF FLORIDA | ICC-ES NER | ICC-ES ER | ICC-ES ES | |
| BP | See specific model numbers for code listings. | ||||||
| BP 1 | No code listing. Please contact us for test data. | ||||||
| BP 1/2 | Prescriptive code: Products which meet prescriptive code requirements. | ||||||
| BP 1/2-3 | Prescriptive code: Products which meet prescriptive code requirements. | ||||||
| BP 3/4 | No code listing. Please contact us for test data. | ||||||
| BP 3/4-3 | Prescriptive code: Products which meet prescriptive code requirements. | ||||||
| BP 3/8-2 | No code listing. Please contact us for test data. | ||||||
| BP 5/8 | No code listing. Please contact us for test data. | ||||||
| BP 5/8-2 | Prescriptive code: Products which meet prescriptive code requirements. | ||||||
| BP 5/8-3 | Prescriptive code: Products which meet prescriptive code requirements. | ||||||
| BP 5/8SKT | No code listing. Please contact us for test data. | ||||||
| BP 7/8 | No code listing. Please contact us for test data. | ||||||
| BP 7/8-2 | No load capacity: Products not tested or submitted because they’re not load rated and code approval not required. | ||||||
| BPS 3/4-3 | Prescriptive code: Products which meet prescriptive code requirements. | ||||||
| LBP | See specific model numbers for code listings. | ||||||
| LBP 1/2 | No load capacity: Products not tested or submitted because they’re not load rated and code approval not required. | ||||||
| LBP 5/8 | Prescriptive code: Products which meet prescriptive code requirements. | ||||||
| LBPS | No code listing. Please contact us for test data. | ||||||
| LBPS 1/2 | No load capacity: Products not tested or submitted because they’re not load rated and code approval not required. | ||||||
| LBPS 5/8 | Prescriptive code: Products which meet prescriptive code requirements. | ||||||
* ESR-2523 is an Index of many of Simpson Strong-Tie Stamped and Welded Cold-formed Steel Products for Wood or Cold-formed Steel Construction
next topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."ORTHOGRAPHIC | PERSPECTIVE | |
| BP | None for this model |
High Wind-Resistant Construction D43: Floor to Masonry/Concrete: DWG
| DXF
High Wind-Resistant Construction D57: Pile/Girder to Wall: DWG | DXF BP and SSTB: DWG | DXF BP with Anchor Bolt: DWG | DXF Sill Plate to Foundation Connections: DWG | DXF Truss/Rafter to CMU View 1: DWG | DXF Truss/Rafter to CMU View 2: DWG | DXF BP: DWG | DXF High Wind-Resistant Construction D3: Truss/Rafter to Wood Double Top Plates: DWG | DXF High Wind-Resistant Construction D32: Truss/Rafter Hip To Single Top Plate: DWG | DXF High Wind-Resistant Construction D33: Hollow Column Uplift: DWG | DXF |
| BP 1 | None for this model | None for this model |
| BP 1/2 | None for this model | None for this model |
| BP 1/2-3 | None for this model | None for this model |
| BP 3/4 | None for this model | None for this model |
| BP 3/4-3 | None for this model | None for this model |
| BP 3/8-2 | None for this model | None for this model |
| BP 5/8 | None for this model | None for this model |
| BP 5/8-2 | None for this model | None for this model |
| BP 5/8-3 | None for this model |
High Wind-Resistant Construction D5: Girder/Truss to Wall Framing: DWG
| DXF
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| BP 5/8SKT | None for this model | None for this model |
| BP 7/8 | None for this model | None for this model |
| BP 7/8-2 | None for this model | None for this model |
| BPS 3/4-3 | None for this model | None for this model |
| LBP | None for this model |
High Wind-Resistant Construction D3: Truss/Rafter to Wood Double Top Plates: DWG
| DXF
High Wind-Resistant Construction D32: Truss/Rafter Hip To Single Top Plate: DWG | DXF |
| LBP 1/2 | None for this model | None for this model |
| LBP 5/8 | None for this model | None for this model |
| LBPS | None for this model | None for this model |
| LBPS 1/2 | None for this model | None for this model |
| LBPS 5/8 | None for this model | None for this model |
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