EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
EWP Hangers - USP Connectors
You also want an ePaper? Increase the reach of your titles
YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.
Foundation Straps – HPAHD & PAHD42 continued<br />
© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />
Schedule 1,2,3<br />
Fastener Dimensions (in.)<br />
Factored Resistance (115%)<br />
Min<br />
Stemwall<br />
DF-L<br />
S-P-F<br />
<strong>USP</strong> Ref. Steel<br />
Thickness Edge<br />
Stock No No. Ga. Qty Type W L I E D (in.) Distance 4,5 Concrete 9,10 Lbs kN Lbs kN<br />
HPAHD22 -- -- 10 23 16d 2-1/16 24-3/4 9-1/2 4-1/8 6<br />
1 Uncracked 4780 21.262 4330 19.261<br />
/ 2 "<br />
Cracked 3345 14.879 3345 14.879<br />
Uncracked 5345 23.776 4330 19.261<br />
1.5 x I E<br />
Cracked 3745 16.659 3745 16.659<br />
PAHD42 -- -- 12 1 Uncracked 2555 11.365 2555 11.365<br />
/ 2 "<br />
Cracked 1785 7.9401 1785 7.9401<br />
15 16d 2-1/16 16-5/8 8 5-3/4 6<br />
Uncracked 4675 20.795 3495 15.547<br />
1.5 x I E<br />
Cracked 3275 14.568 3275 14.568<br />
1) A 16d Common nail has a diameter of 0.162 inch and a length of 3-1/2 inches.<br />
2) Predrilled holes are not required<br />
3) Minimum nail embedment shall be 8 nail diameters (typ).<br />
4) An edge distance of 1/2" implies that the distance from the corner of the wall to the edge of the strap is no less than 1/2".<br />
5) An edge distance of 1.5 x IE implies that the minimum distance from the corner of the wall to the centerline of the strap is<br />
no less than 1.5 times the embedment depth.<br />
6) For edge distances between 1/2" and 1.5 x lE calculate loads using straight line interpolation.<br />
7) Minimum anchor spacing for full capacity is 2 x lE. For spacing less than that reduce capacity proportionally.<br />
8) The allowable loads are based on lumber with a specific gravity of 0.49 for DF-L and 0.42 for S-P-F with a moisture content of 19% or less.<br />
9) Minimum concrete strength f'c = 2500 psi<br />
10) Minimum 1-#4 rebar shall be installed in the shear cone<br />
New products or updated product information are designated in red font.<br />
Foundation Straps – TA series<br />
Foundation Straps offer an economical, one-piece method of achieving a<br />
continuous load path from a 2 x 8, 2 x 10, 2 x 12, or 2 x 14 rim joist<br />
through concrete block to foundation. All models require a 6˝<br />
embedment into concrete footings.<br />
Materials: 12 gauge<br />
Finish: G90 galvanizing<br />
Finish: TA51 and TA71 are available in Triple Zinc. To order<br />
add TZ to stock number, as in TA51-TZ<br />
Codes: Load values are derived from data submitted to<br />
various North American building code evaluators.<br />
NEW<br />
Double<br />
2 X 10<br />
rim joist<br />
Installation:<br />
• Use all specified fasteners. See Product Notes, page 10.<br />
• Factored resistances are based on either nail fastening or bolt fastening; nail and bolt values<br />
cannot be combined.<br />
• Install by inserting product into footing’s wet concrete. All models require a 6˝ embedment into<br />
concrete foundations. Courses of concrete block must be laid over connector. Notch mudsill at<br />
connector locations. Wrap strap over rim joist and fasten.<br />
• Do not rely on these straps to secure concrete sections together between cold joints; take other<br />
measures to transfer the load. If there is a cold joint between block and foundation, the minimum<br />
embedment must be made into the foundation.<br />
• Based on product embedment the exposed number of fastener holes may be reduced. Using<br />
fewer fasteners will reduce allowable loads. Reduce factored resistance by the code prescribed<br />
factored resistance per fastener, for each fastener not installed.<br />
• Factored resistances are based on a minimum concrete compressive strength of 2,000 psi at<br />
28 days.<br />
2 1/4˝<br />
Dimensions (in) Factored Uplift Resistance (115%)<br />
L1<br />
2 x 8 2 x 10 2 x 12 2 x 14<br />
Fastener Uplift 2 Fastener Uplift 2 Fastener Uplift 2 Fastener Uplift 2<br />
Schedule 1,3,4,5 Schedule 1,3,4,5 Schedule 1,3,4,5<br />
Schedule 1,3,4,5<br />
<strong>USP</strong> Ref.<br />
Stock No. No. W L L1 Qty Type DF-L S-P-F Qty Type DF-L S-P-F Qty Type DF-L S-P-F Qty Type DF-L S-P-F<br />
Bolt Uplift Values & Schedules for Rim Joist Sizes Below<br />
TA51 PA51 48-1/4<br />
L<br />
2-1/16 22-1/8 2 1/2 3335 2615 3 1/2 2615 4 1/2 2615 5 1/2 2615<br />
TA71 PA68 68-1/4<br />
Nail Uplift Values & Schedules for Rim Joist Sizes Below<br />
TA51 PA51 48-1/4<br />
2-1/16 22-1/8 8 1965 1965 14 3635 16 3635 <br />
TA71 PA68 68-1/4<br />
<br />
<br />
<br />
<br />
5) Nails:<br />
red font.<br />
TA<br />
1-800-328-5934 • www.<strong>USP</strong>connectors.com<br />
49<br />
<strong>USP</strong>2240-131<br />
6˝ Min.<br />
Typical TA<br />
installation<br />
Typical TA<br />
stud to foundation<br />
installation<br />
W<br />
Double<br />
2 X 10<br />
rim joist<br />
Holdowns
Change language