
Additional Anchor Design
These additional anchorage solutions will resist the higher tension load demands of the S/HDS, and S/HDB holdowns and are based on the concrete anchorage provisions of the 1997 UBC, the 2000 IBC, and 2003 IBC as shown. The designer may specify alternate anchorage solutions using the anchor bolt diameter as specified for the holdown.
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| Legacy Reports | |||||||
| IAPMO ES ER | ICC-ES ESR | CITY OF LOS ANGELES | STATE OF FLORIDA | ICC-ES NER | ICC-ES ER | ICC-ES ES | |
| S/HD10B | |||||||
| S/HD10S | |||||||
| S/HD15B | |||||||
| S/HD15S | |||||||
| S/HDB | See specific model numbers for code listings. | ||||||
| S/HDS | See specific model numbers for code listings. | ||||||
| ORTHOGRAPHIC | PERSPECTIVE | |
| S/HD10B |
S/HD10B: DWG | DXF
S/HD10B front view: DWG | DXF S/HD10B left view: DWG | DXF S/HD10B right view: DWG | DXF S/HD10B top view: DWG | DXF |
None for this model |
| S/HD10S |
S/HD10S: DWG | DXF
S/HD10S front view: DWG | DXF S/HD10S left view: DWG | DXF S/HD10S right view: DWG | DXF S/HD10S top view: DWG | DXF |
None for this model |
| S/HD15B |
S/HD15B: DWG | DXF
S/HD15B front view: DWG | DXF S/HD15B left view: DWG | DXF S/HD15B right view: DWG | DXF S/HD15B top view: DWG | DXF |
None for this model |
| S/HD15S |
S/HD15S: DWG | DXF
S/HD15S front view: DWG | DXF S/HD15S left view: DWG | DXF S/HD15S right view: DWG | DXF S/HD15S top view: DWG | DXF |
None for this model |
| S/HDB | None for this model | None for this model |
| S/HDS | None for this model | None for this model |
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