The hcp connects a rafter or joist to double top plates at a 45 angle.
Simpson strong tie hip roof.
Whether working on a home project or building a structure to comply with building codes go with the choice of engineers and contractors go with genuine simpson strong tie connectors.
It is site adjustable for slopes up to 45 to cater for the hip pitch for both left and right rafters.
The combined hip and jack load may not exceed the published total load.
The simpson strong tie lssj field adjustable jack hanger is the ideal hanger for connecting jack rafters to hip valley members.
These corner plates connect a rafter or joist to double top plates at a 45 angle.
Allowable loads shown are for each hip.
Hrc is a field slopeable connector that attaches hip roof beams to the end of a ridge beam.
Reduce where other loads govern.
The hhrc attaches hip roof beams to the end of a ridge beam and uses strong drive sd connector screws.
May be ordered to fit a range of hip skews plies and hip jack combinations.
Whether working on a home project or building a structure to comply with building codes go with the choice of engineers and contractors go with genuine simpson strong tie connectors.
Thju hip jack hangers offer the most flexibility and ease of installation and performance for right and left hand hips.
Simpson strong tie connector selector software includes the evaluation of cross grain tension in its hanger allowable loads.
Truss chord cross grain tension may limit allowable loads in accordance with ansi tpi 1 2014.
From straps and ties to heavy girder hangers and much more simpson strong tie structural connectors increase the strength and safety of wood frame structures.
The versatile thja26 can accommodate right or left hand hips at 45 skews can be installed before or after the hip and jack.
The hrc may be sloped downward a maximum of 45.
Nail dimensions in the table are listed diameter by length.
Hip corner plates are designed for use on the hip of a roof.
Hip ridge connector the hrc is a one piece connector for supporting hip members from the ridge beam or rafters.
Uplift loads have been increased for earthquake or wind loading with no further increase allowed.
Floor loads may be adjusted for load durations according to the code provided they do not exceed those in the roof column.
For additional information contact simpson strong tie.
Simpson strong tie connector selector software includes the evaluation of cross grain tension in its hanger allowable loads.
Total load carried by the connector is double this number.
Featuring a versatile hinged seat the lssj is easily field adjustable to typical rafter slopes with a max slope of 12 12.