text.skipToContent text.skipToNavigation

BP/LBP Bearing Plates

BP/LBP

Concrete Connectors

This product's information may differ depending on the category of use. You are currently viewing details related to Concrete Connectors. You can also view product information related to the category: Bearing Plates

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" x 3" 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) coating.

The BPS and LBPS are bearing plates that offer increased flexibility. The slotted hole allows for adjustability to account for bolts that are not in the middle of the track-bottom plate.

Material

  • See table

Finish

  • LBP, LBPS — galvanized; BP7/8-2, BP5/8S — zinc plated; BPS, BP — none. BPs and BPSs may be ordered HDG; LBP and LBPS products may be ordered ZMAX®; contact Simpson Strong-Tie. See Corrosion Information.

Installation

  • See General Notes
  • BP/BPS — For shearwall applications, position edge of plate washer within 1/2" of sheathed edge of track-bottom plate

Related Literature

Product Information Tables

    These products are available with additional corrosion protection. Additional products on this page may also be available with this option, check with Simpson Strong-Tie for details.

  1. Standard-cut washer required with BPS1/2-3, BPS5/8-3, BPS3/4-3, BPS1/2-6, BPS5/8-6 and BPS3/4-6 (not provided) per the 2015 IRC and 2015 SPDWS.

Code Reports

Part IAPMO UES ER ICC-ES ESR City of Los Angeles State of Florida
BPSee specific model numbers for code listings.
BP 1Prescriptive code: Products which meet prescriptive code requirements.
BP 1/2 ESR-1161 FL15957
BP 1/2-3 ESR-1161 FL15957
BP 3/4-3 ESR-1161 FL15957
BP 3/8-2 ESR-1161 FL15957
BP 5/8Prescriptive code: Products which meet prescriptive code requirements.
BP 5/8-2 ESR-1161 FL15957
BP 5/8-3 ESR-1161 FL15957
BP 7/8Prescriptive code: Products which meet prescriptive code requirements.
BP 7/8-2No load capacity: Products not tested or submitted because they are not load rated and code approval not required.
BPSSee specific model numbers for code listings.
BPS 1/2-3Prescriptive code: Products which meet prescriptive code requirements.
BPS 1/2-6Prescriptive code: Products which meet prescriptive code requirements.
BPS 3/4-3Prescriptive code: Products which meet prescriptive code requirements.
BPS 3/4-6Prescriptive code: Products which meet prescriptive code requirements.
BPS 5/8-3Prescriptive code: Products which meet prescriptive code requirements.
BPS 5/8-6Prescriptive code: Products which meet prescriptive code requirements.
LBPSee specific model numbers for code listings.
LBP 1/2Prescriptive code: Products which meet prescriptive code requirements.
LBP 5/8Prescriptive code: Products which meet prescriptive code requirements.
LBPS No code listing. Please contact us for test data.
LBPS 1/2Prescriptive code: Products which meet prescriptive code requirements.
LBPS 5/8Prescriptive code: Products which meet prescriptive code requirements.

Drawings

Part Orthographic Perspective
BP 1None
High Wind Resistant Construction Detail D106: Holdowns - HWRC D106 Holdowns Typical HDC Installation with (2) 2x4 Studs
DWG DXF
High Wind Resistant Construction Detail D49: Floor to Masonry/Concrete - HWRC D49 Floor to MasonryConcrete
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D34: Truss/Rafter to Single Top Plate - HWRC D34 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail D35: Truss/Rafter to Single Top Plate - HWRC D35 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail - HWRC D52 Stud to Sill Plate
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BP 1/2
BP 1/2 Top View
DWG DXF
High Wind Resistant Construction Detail D106: Holdowns - HWRC D106 Holdowns Typical HDC Installation with (2) 2x4 Studs
DWG DXF
High Wind Resistant Construction Detail D49: Floor to Masonry/Concrete - HWRC D49 Floor to MasonryConcrete
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D34: Truss/Rafter to Single Top Plate - HWRC D34 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail D35: Truss/Rafter to Single Top Plate - HWRC D35 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail - HWRC D52 Stud to Sill Plate
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BP 1/2-3
BP 1/2-3 Top View
DWG DXF
High Wind Resistant Construction Detail D106: Holdowns - HWRC D106 Holdowns Typical HDC Installation with (2) 2x4 Studs
DWG DXF
High Wind Resistant Construction Detail D49: Floor to Masonry/Concrete - HWRC D49 Floor to MasonryConcrete
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D34: Truss/Rafter to Single Top Plate - HWRC D34 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail D35: Truss/Rafter to Single Top Plate - HWRC D35 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail - HWRC D52 Stud to Sill Plate
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BP 3/4-3None
High Wind Resistant Construction Detail D106: Holdowns - HWRC D106 Holdowns Typical HDC Installation with (2) 2x4 Studs
DWG DXF
High Wind Resistant Construction Detail D49: Floor to Masonry/Concrete - HWRC D49 Floor to MasonryConcrete
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D34: Truss/Rafter to Single Top Plate - HWRC D34 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail D35: Truss/Rafter to Single Top Plate - HWRC D35 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail - HWRC D52 Stud to Sill Plate
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BP 3/8-2None
High Wind Resistant Construction Detail D106: Holdowns - HWRC D106 Holdowns Typical HDC Installation with (2) 2x4 Studs
DWG DXF
High Wind Resistant Construction Detail D49: Floor to Masonry/Concrete - HWRC D49 Floor to MasonryConcrete
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D34: Truss/Rafter to Single Top Plate - HWRC D34 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail D35: Truss/Rafter to Single Top Plate - HWRC D35 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail - HWRC D52 Stud to Sill Plate
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BP 5/8
BP 5/8 Top View
DWG DXF
High Wind Resistant Construction Detail D106: Holdowns - HWRC D106 Holdowns Typical HDC Installation with (2) 2x4 Studs
DWG DXF
High Wind Resistant Construction Detail D49: Floor to Masonry/Concrete - HWRC D49 Floor to MasonryConcrete
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D34: Truss/Rafter to Single Top Plate - HWRC D34 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail D35: Truss/Rafter to Single Top Plate - HWRC D35 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail - HWRC D52 Stud to Sill Plate
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BP 5/8-2
BP 5/8-2 Top View
DWG DXF
High Wind Resistant Construction Detail D106: Holdowns - HWRC D106 Holdowns Typical HDC Installation with (2) 2x4 Studs
DWG DXF
High Wind Resistant Construction Detail D49: Floor to Masonry/Concrete - HWRC D49 Floor to MasonryConcrete
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D34: Truss/Rafter to Single Top Plate - HWRC D34 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail D35: Truss/Rafter to Single Top Plate - HWRC D35 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail - HWRC D52 Stud to Sill Plate
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BP 5/8-3
BP 5/8-3 Top View
DWG DXF
High Wind Resistant Construction Detail D106: Holdowns - HWRC D106 Holdowns Typical HDC Installation with (2) 2x4 Studs
DWG DXF
High Wind Resistant Construction Detail D49: Floor to Masonry/Concrete - HWRC D49 Floor to MasonryConcrete
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail - HWRC D7 Girder/Truss to Wood Wall Framing
DWG DXF
High Wind Resistant Construction Detail D34: Truss/Rafter to Single Top Plate - HWRC D34 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail D35: Truss/Rafter to Single Top Plate - HWRC D35 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail - HWRC D52 Stud to Sill Plate
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BP 7/8None
High Wind Resistant Construction Detail D106: Holdowns - HWRC D106 Holdowns Typical HDC Installation with (2) 2x4 Studs
DWG DXF
High Wind Resistant Construction Detail D49: Floor to Masonry/Concrete - HWRC D49 Floor to MasonryConcrete
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D34: Truss/Rafter to Single Top Plate - HWRC D34 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail D35: Truss/Rafter to Single Top Plate - HWRC D35 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail - HWRC D52 Stud to Sill Plate
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BP 7/8-2None
High Wind Resistant Construction Detail D106: Holdowns - HWRC D106 Holdowns Typical HDC Installation with (2) 2x4 Studs
DWG DXF
High Wind Resistant Construction Detail D49: Floor to Masonry/Concrete - HWRC D49 Floor to MasonryConcrete
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D34: Truss/Rafter to Single Top Plate - HWRC D34 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail D35: Truss/Rafter to Single Top Plate - HWRC D35 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail - HWRC D52 Stud to Sill Plate
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BPS 1/2-3
BPS 1/2-3 Top View
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BPS 1/2-6None
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BPS 3/4-3
BPS 3/4-3 Top View
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BPS 3/4-6None
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BPS 5/8-3
BPS 5/8-3 Top View
DWG DXF
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
BPS 5/8-6None
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
LBP 1/2None
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D34: Truss/Rafter to Single Top Plate - HWRC D34 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
LBP 5/8None
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D34: Truss/Rafter to Single Top Plate - HWRC D34 TrussRafter to Single Top Plate
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
LBPSNone None
LBPS 1/2None
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF
LBPS 5/8None
High Wind Resistant Construction Detail D60: Stemwall/Crawlspace - HWRC D60 ShearwallCrawlspace
DWG DXF
High Wind Resistant Construction Detail D115: Strong-Rod™ Uplift Restraint System - HWRC D115 Uplift Rod System
DWG DXF