Hanger Options - B/LBV/HB/HHB/GB/HGB

Material:

Gauge may vary from that specified depending on the manufacturing process used. Hanger configurations, height and fastener schedules may vary from the tables depending on the joist size, skew and slope.

Codes:

Loads:

For multiple modifications on the same connector, use the single multiplier factor that yields the lowest design loads.

Installation:

Fastener quantities will typically increase beyond the amount specified in the standard hanger tables.
Web stiffeners are required for I-joists.
Fill all holes with the table-specified fastener types.
Bevel cut the carried member for skewed applications.

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B Hanger Sloped Down and Skewed Left with Sloped Top Flange Installation. When ordering, specify Low Side Flush, Center Flush or High Side Flush			Typical LBV Sloped Down Installation with Full Backing


Typical LBV Sloped Down with Top Flange Open	Typical LBV Sloped Down on Nailer Non-Backed	Top View B Hanger Skewed Right	Typical BD Saddle Installation

SADDLE HANGER Saddle hangers are made to order; add “D” to model (e.g. BD412); specify S (for saddle) dimension. They may be used for most conditions except at end wall locations and are preferred for nailer applications. Minimum S dimension (saddle width) is 3 9/16". Minimum member width is 3 1/2". Minimum nailer thickness apply (see Top Flange Hangers). Saddle hangers achieve catalog load listed. Saddle hangers on stud walls do not achieve catalog loads.

Use this table to calculate allowable loads for modified hangers. Apply reduction factor to the appropriate allowable load for the header condition, including nailers.
HB Hangers less than 2 1/2" wide are assumed to use 10dx1 1/2" joist nails. HB Hangers 2 1/2" and wider are assumed to use 16dx2 1/2 " joist nails.
Minimum height for TF Opened/Closed is 14" when combined with any skew. Minimum height for TF Opened/Closed combined with slope only is the same as listed for slope only.
For sloped and skewed LBV hangers less than 14" allowable uplift shall be limited to 190 lbs.
For LBV Hangers with a modified top flange allowable uplift shall be limited to 240 lbs. when using 2 - 10dx1 1/2" joist nails.
For B and HB hangers less than 14" allowable uplift shall be limited to 480 lbs.
For HB hangers less than 14" use 4 - 16d or 16dx2 1/2" joist nails. Allowable uplift shall be limited to 615 lbs.
These hangers may deflect an additional 1/32 " at design load.
For HB hangers on nailers, 100% of allowable nailer uplift value may be used. (See nailer table)
For hangers with slope and skew less than 14" use 1150 lbs. for B hangers and 1430 lbs. for HB hangers.