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FA/FAP/HFA/FJA/FSA FOUNDATION
ANCHORS
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This series is for retrofit or new construction. These products may
be used together as a system or in individual applications, designed and tested for
earthquake and high wind conditions.
FA and HFA Foundation Anchors eliminate vertical drilling by nailing
into the top of the mudsill. They facilitate installation when vertical space is limited,
and resist forces between the foundation and mudsill. The FAP Plate connects the mudsill
to the foundation. Designed to provide lateral load resistance.
FJA Foundation Joist Anchor nails or bolts directly into floor
joist, and provides a direct connection between the foundation and joist. It provides
uplift and lateral resistance. FSA Foundation Stud Anchor nails or bolts to floor joist,
or nails to stud. Plywood shear-wall may require notching with stud-to-foundation
installation.
MATERIAL: FAP -- 7 gauge; all others -- 12 gauge
FINISH: Galvanized
INSTALLATION:
- Use all specified fasteners; see General Notes.
- Select and install concrete anchor bolts in accordance with the
manufacturer's recommendations.
- See Epoxy-Tie and RFB, pages 22 to 24, for tested, load-rated epoxies and retrofit bolts.
CODES: BOCA, ICBO, SBCCI NER-469; NER-499; City of
LA RR 25158 and RR 25293.
| Model No. |
Max Spacing to Replace Anchor Bolts |
Fasteners |
Uplift Avg Ult |
Allowable Loads |
| Anchor Bolt |
Stud/Joist/Plate |
(133) |
(160) |
| 1/2"
|
5/8"
|
Qty
|
Dia
|
Uplift
|
F1
|
F2
|
Uplift
|
F1
|
F2
|
| FAP |
5-1/2' |
4' |
2 |
1/2 |
3-SDS 1/4 X 2-1/2 +
shim thickness |
-- |
-- |
950 |
365 |
-- |
950 |
365 |
| FA6 |
2-1/2" |
1-1/2' |
2 |
1/2 |
7-10dx1-1/2
|
--
|
--
|
400 |
515 |
--
|
400 |
515 |
| FA8 |
7-10dx1-1/2
|
--
|
--
|
400 |
515 |
--
|
400 |
515 |
| HFA6 |
6' |
6' |
3 |
1/2 |
11-10d x1-1/2 |
-- |
-- |
1350 |
365 |
-- |
1400 |
365 |
| HFA8 |
11-10dx1-1/2 |
-- |
-- |
1350 |
365 |
-- |
1400 |
365 |
| FJA |
-- |
-- |
2 |
1/2 |
8-10dx1-1/2
|
4500
|
1000
|
185 |
60 |
1205
|
185 |
60 |
| 2-1/2MB
|
4500
|
575 |
185 |
60 |
690 |
185 |
60 |
| FSA |
-- |
-- |
2 |
1/2 |
8-10dx1-1/2 |
5233 |
1000 |
-- |
-- |
1205 |
-- |
-- |
| 2--1/2MB |
5233 |
575 |
-- |
-- |
690 |
-- |
-- |
- Allowable loads have been increased 33% and 60% for earthquake or
wind loading with no further increase allowed; reduce where other load durations govern.
- For redwood mudsills, reduce F1 on HFA to 1215 lbs, and 840 lbs on
FAP.
- Use the RFB#4x6 with the Epoxy-Tie for the anchorage system.
- FAP uses a minimum SDS wood screw length of 2-1/2" plus the shim
thickness.
- The shim must be fastened to the mudsill by means other than the FAP
wood screw.
- See page 14 for SDS wood screw information.
- FAP may be installed with 1/4" lag bolts. Follow code
requirements for predrilling.
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