LENGTH
(INCHES) |
Product Code |
Gauge |
|
12
|
NVRT - 12
|
14
|
|
16
|
NVRT - 16
|
14
|
|
18
|
|
14
|
|
20
|
NVRT - 20
|
14
|
|
22
|
NVRT - 22 |
14
|
|
24
|
|
14
|
|
30
|
NVRT - 30
|
14
|
|
36
|
NVRT - 36
|
14
|
|
48
|
NVRT - 48
|
14
|
|
|
16d Fasteners
|
Maximum Uplift Load (lbs)
|
|
TOTAL
|
In each member*
|
Flat Ties
|
Twisted Ties
|
|
8
|
4
|
725
|
724
|
|
10
|
5
|
861
|
860
|
|
12
|
6
|
998
|
996
|
|
14
|
7
|
1135
|
1132
|
|
 |
|
|
NVRT Twisted Rafter Ties to Concrete
Tie Beam or Concrete Filled Masonry
|
LENGTH
(INCHES) |
Product Code |
Gauge |
|
12
|
NVRT - 12
|
14
|
|
16
|
NVRT - 16
|
14
|
|
18
|
|
14
|
|
20
|
NVRT - 20
|
14
|
|
22
|
NVRT - 22 |
14
|
|
24
|
|
14
|
|
30
|
NVRT - 30
|
14
|
|
36
|
NVRT - 36
|
14
|
|
48
|
NVRT - 48
|
14
|
|
|
No. of 16d nails to Wood Framing
|
No. of 1/4 diameter Tapcons to Concrete
|
Maximum Uplift Load (lbs)
|
|
4
|
6
|
722
|
|
5
|
7
|
856
|
|
6
|
8
|
991
|
|
7
|
9
|
1125
|
|
 |
|
Notes:
1) ITW tapcons shall be embedded a minimum of 1 1/4" into concrete tiebeam or tiebeam formed with concrete filled masonry. ITW tapcons shall have a min. edge distance of 2 1/2" and minimum spacing of 1 1/2" as shown.
2) See General Notes.
3) All tapcons must be in the same row spaced at 1 1/2" on centers. Do not use holes in the opposite row. Stap must be long enough to accommodate required tapcons.
4.)Tables are based on Miami Dade County Approval #05-0701.04
|
NVRT Flat and Twisted Rafter Ties
|
|
LENGTH
(INCHES)
|
Product Code
|
Gauge
|
Box
Size
|
Price
|
ADD TO CART
|
|
18
|
NVRT - 18
|
14
|
100 Pcs
|
$55.00
|
|
|
24
|
NVRT - 24
|
14
|
100 Pcs
|
$65.00
|
|
NVRT Twisted Rafter Ties to Concrete
Tie Beam or Concrete Filled Masonry |
|
LENGTH
(INCHES)
|
Product Code
|
Gauge
|
Box Size
|
Price
|
ADD TO CART
|
|
18
|
NVRT - 18T
|
14
|
100 Pcs |
$58.00 |
|
|
24
|
NVRT - 24T
|
14
|
100 Psc |
$68.00 |
|
|
