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DESIGNING WITH THE HURRI-BOLT TOP PLATE SYSTEM
TYPICAL
HURRI-BOLT LAYOUT (CLICK
TO OPEN PDF)
(SEE
DETAILS FOR
ADDITIONAL SHEETS IN SEALED SUBMITTAL PACKAGE)
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Material List
|
|
Quan |
Part # |
Description |
|
24 |
HBA |
Hurri-Bolt Anchors |
|
4 |
HBE |
Hurri-Bolt Epoxy Stud |
|
1 |
HB10 |
10oz. Hurri-Bolt Epoxy |
|
28 |
HBSS |
Hurri-Bolt Square Sill Washer
|
|
56 |
HBN |
Hurri-Bolt 1/2" NC Nut |
|
49 |
HBR |
Hurri-Bolt 6' Double-End Studs
|
|
77 |
HBC |
Hurri-Bolt Couplers |
|
28 |
HBT |
Hurri-Bolt 6' All Thread Top Rods
|
|
28 |
HBST |
Hurri-Bolt Square Top Plate Washer
|
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NO
STRAPS OR STRAP NAILS BELOW THE TOP PLATE!* |
*Most Cases. A combined uplift and
shear load analysis should be done to determine if additional sill plate
anchors are required.
†
Spacing determined by the uplift resistance requirement for
your structure and rigidity of wall sheathing materials and framing.
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|
Hurri-Bolt Rod Capacities |
| |
Rod Size (in.) |
Anchor at Slab |
Embedment (in.) |
Capacity (lbs. Uplift)
|
 |
3/8
|
HWC38 |
4-1/2
|
2,405
|
 |
1/2 |
HW12 |
7
|
3,905
|
 |
5/8* |
STUDE3414 |
9 |
*For truss uplifts
from 1300 lbs. to 1500 lbs., every other top floor stud must be
attached to the upper floor double top plate with a USP RT7.
**For uplifts over
1500 lbs., every stud must be attached to the affected upper floor
double top plate with a USP RT7. |
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DESIGNING WITH HURRI-BOLT RODS FOR END OF SHEARWALL HOLD DOWNS
|
# |
Hold Down Ref. |
Capacity |
Minimum HB Rod Requirement |
|
Edge of Slab |
Interior |
|
1 |
(1)CS16 |
1,650 |
3/8 |
3/8 |
|
2 |
(2)CS16 |
3,300 |
1/2 |
1/2 |
|
3 |
HD2A |
2,775 |
1/2 |
1/2 |
|
4 |
HD5A |
3,705 |
1/2 |
1/2 |
|
5 |
HD6A |
5,510 |
5/8 or 1/2 & 3/8 |
5/8 or 1/2 & 3/8 |
|
6 |
HD8A |
7,685 |
3/4 or (2) 1/2 |
3/4 |
|
7 |
HD10A |
9,900 |
3/4 |
3/4 |
|
8 |
HD14A |
13,380 |
3/4 + 1/2 |
3/4 + 1/2 |
|
9 |
HD15 |
15,305 |
3/4 + 5/8 |
3/4 + 5/8 |
|
10 |
HDQ8/SD53 |
8,325 |
3/4 |
3/4 |
|
11 |
HTT16 |
3,480 |
1/2 |
1/2 |
|
12 |
HTT22 |
5,250 |
5/8 or 1/2 & 3/8 |
5/8 or 1/2 & 3/8 |
|
13 |
LTT19 |
1,205 |
3/8 |
3/8 |
|
14 |
LTT20B |
1,750 |
3/8 |
3/8 |
|
15 |
MST60 |
4,990 |
5/8 |
5/8 |
|
16 |
(2)MST60 |
9,980 |
3/4 |
3/4 |
|
17 |
MST72 |
5,800 |
5/8 |
5/8 |
|
18 |
(2)MST72 |
11,600 |
(2) 5/8 or 3/4 + 3/8 |
(2) 5/8 or 3/4 + 3/8 |
|
19 |
MTT28B |
4,455 |
3/8 + 3/8 |
3/8 + 3/8 |
|
20 |
PHD2 |
3,610 |
1/2 |
1/2 |
|
21 |
PHD5 |
4,685 |
3/8 + 3/8 |
3/8 + 3/8 |
|
22 |
PHD6 |
5,860 |
5/8 or 1/2 & 3/8 |
5/8 or 1/2 & 3/8 |
|
23 |
PHD8 |
6,730 |
5/8 or (2) 1/2 |
5/8 or (2) 1/2 |
|
24 |
STHD8 |
3,095/2,370 |
1/2 |
1/2 |
|
25 |
STHD10 |
3,725/3,230 |
1/2 |
1/2 |
|
|
|
Hurri-Bolt Rod Diameter [in.] |
Edge of Slab Epoxy Limiting |
Edge of Slab with Reducer |
Interior of Slab Rod Limiting |
|
3/8 |
NA |
|
2,405 |
|
1/2 |
NA |
|
3,905 |
|
5/8 |
5,372 |
7,050 |
7,050 |
|
3/4 |
7,360 |
10,000 |
10,000 |
|
7/8 |
10,907 |
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|
|
At edge of slab conditions, an epoxy stud of 1/8" larger
diameter is required at the slab. |
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