H/L

Heavy/Light Restraint Straps

The H and L straps are designed to The Building Regulations for
horizontal and vertical restraint.

  • Heavy restraint straps meet requirements for lateral restraint of roof trusses, rafters and joists tied into masonry walls.
  • Light restraint straps are designed for vertical loads such as wall plates on top of masonry walls.
  • All common sizes in stock from 500 to 2000mm long, 50mm increments. Longer lengths avaialble to order; contact technical support.
CE Marking

Product Details

Features

Material

  • Pre-galvanised mild steel
  • Stainless steel straps are available, to order

Autres

Technical Data

Dimensions

Common Bent Straps

References Installation Type Dimensions [mm] Holes
Overall Length [B] A B B1 t Total Flange B1
Ø6 Ø6
H06B10Horizontal600286001004233
H08B10Horizontal800288001004313
H10B10Horizontal10002810001004393
H12B10Horizontal12002812001004473
H15B10Horizontal15002815001004593
H16B10Horizontal16002816001004633
H06B15Horizontal600286001504235
H08B15Horizontal800288001504315
H10B15Horizontal10002810001504395
H12B15Horizontal12002812001504475
H15B15Horizontal15002815001504595
H16B15Horizontal16002816001504635
L06B10Vertical600286001002233
L08B10Vertical800288001002313
L10B10Vertical10002810001002393
L12B10Vertical12002812001002473

Common Twisted Straps

References Dimensions [mm] Holes
A B T1 t Total Flange B1
Ø6 Ø6
H06T15286001504226
H10T152810001504386
L06T10286001002224
L10T102810001002384
L12T102812001002464
L12T152812001502466

Common Flat Straps

References Dimensions [mm] Holes
Overall Length [B] A B t Total
Ø6
H10F001000281000440
H12F001200281200448
L10F001000281000240
L12F001200281200248

Performance Values

References Fasteners Characteristic Capacity [kN]
Masonry Wall Plate Floor Joist / Rafter
ø5.5x50 N3.75x30 N3.75x30
HxxBxx-8-8
LxxBxx5-34

Installation

Installation

Installation

  • Use all specified fasteners.
  • Horizontal lateral restraint straps should be spaced not more than 2m centres and attached to at least 3 timber members through the use of noggings and packing.
  • Attach to timber members using specified fasteners. The bend length should be a minimum of 100mm and should be positioned at the centre of an uncut block or brick. 
  • Vertical restraint strapping should be at least 1m long.
  • Where straps are fixed to masonry, hardened nails Ø4mm x 75mm long or wood screws into plastic plugs Ø5.5 x 50mm long should be used. The lowest fixing should be located within 150mm of the bottom of the vertical strap.

 

Non standard straps are available to order.

  • To order: Specify model series, overall length, bend (B) dimension and/or twist (T) dimension.
  • Example: Heavy strap that has an overall length of 1m, a bend at 10cm and a twist at 20cm. (See illustration for detail on measuring bend & twist dimensions).
H10B10T20

Strap

Type

 

Strap

Length (dm)

Bend

Length (cm)

Twist

Length (cm)

 

 

 

 

 

  • Horizontal lateral restraint straps should be spaced not more than 2m centres and attached to at least 3 timber members through the use of noggings and packing.
  • Attach to timber members using a minimum of 8 no. 3.75 x 30mm square twist nails. The bend length should be a minimum of 100mm and should be positioned at the centre of an uncut block or brick.
  • The downturn of strap is to be held tight against the cavity face of the inner leaf of blockwork.

Fixing to solid noggings

  • Straps to be installed at not more than 2m centres (or 1.25m where appropriate) along pitch of gable end.
  • Ensure the position of the straps coincides with the block bed joint.
  • Install HES or H strap to underside of solid noggings. Noggings to be fixed horizontally to avoid twisting of the restraint straps. (1)
  • The downturn of strap is to be held tight against the cavity face of the inner leaf of blockwork (2), preferably located and bedded on a substantial piece of blockwork, i.e. over the centre of a full block, with a single cut block over the strap. (3)
  • Fix straps to noggings/trusses with eight 3.75 x 30mm square twist nails, evenly distributed along the length of the strap. (For NHBC warrantied buildings, in accordance with NHBC Standards 2017, section 7.2.8, four 50mm (minimum) x 4mm steel screws or four 75mm x 4mm round wire nails, with one fixing into the third rafter, shall be used instead of the square twist nails).
  • Strap to be of sufficient length to be fixed to a minimum of three trusses.

Fixing to longitudinal binder to truss rafter

  • Straps to be installed at not more than 2m centres (or 1.25m where appropriate) along pitch of gable end.
  • Install HES or H strap on the 25 x 100mm longitudinal Rafter bracing (1).
  • Where the position of the strap does not coincide with an existing longitudinal binder, and block bed joint, then the strap can be fixed to an additional 25 x 100mm binder. The binder is to be fixed over four trusses and nailed twice to each rafter with 3.35 x 65mm round wire nails.
  • Ensure the position of the additional binder and strap coincide with the block bed joint. 
  • The downturn of strap is to be held tight against the cavity face of the inner leaf of blockwork (2), preferably located and bedded on a substantial piece of blockwork, i.e. over the centre of a full block, with a single cut block over the strap (3) (notch the block to accommodate the twist of the strap and ensure notch is fully mortared).
  • Fix straps to bracing with eight 3.75 x 30mm square twist nails, evenly distributed along the length of the strap (For NHBC warrantied buildings, in accordance with NHBC Standards 2017, section 7.2.8, eight 25mm x 4mm steel screws shall be used instead of the square twist nails). 
  • Strap to be of sufficient length to be fixed to a minimum of three trusses.

Vertical application

  • Fix LES or L strap to wall plate with 3 no. 3.75 x 30mm square twist nails and to masonry with 5 off dia. 5.5 x 50mm wood screws, plugged and screwed into masonry.
  • The lowest fixing should be located within 150mm of the bottom of the vertical strap.
  • Where L strap is fixed to truss, install with 3.75 x 30mm square twist nails, quantity depending on required uplift values.

Certification

Declaration of Performance (DoP)

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Contact

Simpson Strong-Tie U.K.

Simpson Strong-Tie

Cardinal Point, Winchester Road
Tamworth
Staffordshire
B78 3HG
United Kingdom