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H Seismic And Hurricane Ties / LTA2 Lateral Truss
Anchor for Masonry


The Hurricane Tie series features various configurations of wind and seismic ties for trusses and rafters.

The H10S provides a high capacity connection from truss/rafter to wall. Also suitable for wood-to-wood applications.

The HM9 is designed to retrofit roof truss/rafters for block construction. The HM9 hurricane tie provides high uplift and lateral capacity using Simpson Strong-Tie® concrete fasteners.

The presloped 5/12 seat of the H16 provides for a tight fit and reduced deflection. The strap length provides for various truss heights up to a maximum of 13 1/2". Minimum heel height for H16 series is 4".

The new LTA2 is an embedded truss anchor for grouted CMU and concrete walls that develops high loads with shallow embedment. Designed for 2x4 minimum truss chords, the LTA2 resists uplift and lateral loads parallel and perpendicular to the wall with a minimum heel height requirement.

Features:

Material: See table.

Finish: Galvanized; see Corrosion Information.

Installation:

H Ties:
LTA2:

top Gallery:
  roll over images below to see larger image
 
H10S H16
(H16-2 similar)
HGAM10 HM9
         
LTA2      
  roll over images below to see larger image
 
   
Typical H10S Installation LTA2 Perpendicular to Wall Installation LTA2 Parallel to Wall Installation  
Moisture barrier not shown (Typ.)
   
1.
H16S Installed into Masonry
2.
HGAM10 Installed into Masonry
3.
HM9 Attaching Truss to Masonry
 

top Load Table: See code report listings below
Table
  1. Loads have been increased for wind or earthquake loading with no further increase allowed. Reduce where other loads govern.
  2. Allowable loads are for one anchor. A minimum rafter thickness of 2 1/2" must be used when framing anchors are installed on each side of the joist and on the same side of the plate.
  3. The HM9KT and HGAM10KTA are kits with (20) HM9 and (10) HGAM10 connectors packaged with Simpson Strong-Tie® Strong-Drive® SDS screws and 2 1/4" and 2 3/4" Titen® screws respectively. (1 3/4" Titen® screws for concrete installations sold separately.)
  4. See Titen® screw information.
  5. Table allowable loads were determined using test ultimate/3 or fastener calculation values.
  6. Products shall be installed such that the Titen screws and Titen HD® anchors are not exposed to the weather.
  7. HGAM10 F2 loads are for forces into the connector. See illustration 2 for loads away from the connector.
  8. LTA2 allowable uplift on SP is 1425 lbs. for perpendicular to wall installation and 1390 lbs. for parallel to wall installation.
  9. NAILS: 10dx1 1/2 = 0.148" dia. x 1 1/2" long. 8dx1 1/2 = 0.131" dia. x 1 1/2" long. See other nail sizes and information.

next  top Code Reports (PDFs):
Legacy Reports
  IAPMO UES ER ICC-ES ESR CITY OF LOS ANGELES STATE OF FLORIDA ICC-ES NER ICC-ES ER ICC-ES ES
HSee specific model numbers for code listings.
H10S ER-112   RR25814 FL11478      
H16      FL11470      
H16-2      FL11470      
H16-2S      FL11470      
H16S      FL11470      
HGAM10KTA      FL11473      
HM9KT      FL11473      
LTA2      FL13904      



next  topDrawings: To download drawings, right-click or Ctrl-click on the link, then choose "Save Target As..."
Download the Simpson Strong-Tie® AutoCAD® Menu, which allows you to insert Ortho views directly into your AutoCAD drawing.

 ORTHOGRAPHIC
PERSPECTIVE
HNone for this model None for this model
H10S H10S: DWG | DXF
H10S front view: DWG | DXF
H10S left view: DWG | DXF
H10S right view: DWG | DXF
High Wind-Resistant Construction D125: Load Path Installation Considerations: Overlapping Connectors: Solution: DWG | DXF
High Wind-Resistant Construction D20: Post Installed Truss/Rafter To Masonry/Concrete: DWG | DXF
High Wind-Resistant Construction D39: Truss/Rafter to Stud: DWG | DXF
H16None for this model High Wind-Resistant Construction D20: Post Installed Truss/Rafter To Masonry/Concrete: DWG | DXF
High Wind-Resistant Construction D34: Truss/Rafter Hip To Single Top Plate: DWG | DXF
High Wind-Resistant Construction D6: Girder/Truss to Wall Framing: DWG | DXF
H16: DWG | DXF
H16: DWG | DXF
H16-2None for this model H16-2: DWG | DXF
H16-2SNone for this model None for this model
H16SNone for this model H16S On Concrete Wall: DWG | DXF
HGAM10None for this model Gable End Wall Connection: DWG | DXF
HGAM10KTANone for this model High Wind-Resistant Construction D112: Gable End to Wall Framing: DWG | DXF
HM9None for this model High Wind-Resistant Construction D20: Post Installed Truss/Rafter To Masonry/Concrete: DWG | DXF
HM9: DWG | DXF
HM9KTNone for this model None for this model
LTA2 LTA2: DWG | DXF
LTA2 front view: DWG | DXF
LTA2 left view: DWG | DXF
LTA2 right view: DWG | DXF
LTA2 top view: DWG | DXF
High Wind-Resistant Construction D112: Gable End to Wall Framing: DWG | DXF
High Wind-Resistant Construction D23: Girder/Truss To Masonry/Concrete: DWG | DXF

   
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