24.12.2014 Views

Installation Notes - USP Connectors

Installation Notes - USP Connectors

Installation Notes - USP Connectors

SHOW MORE
SHOW LESS

You also want an ePaper? Increase the reach of your titles

YUMPU automatically turns print PDFs into web optimized ePapers that Google loves.

Masonry Uplift <strong>Connectors</strong> – SHA series<br />

Connects trusses directly to masonry or concrete and features slotted<br />

base holes to ease installation.<br />

Materials: Angle – 3 gauge; Gussets – 10 gauge<br />

Finish: <strong>USP</strong> primer<br />

Codes: Load values are derived from data<br />

submitted to various North American<br />

building code evaluators.<br />

Uplift<br />

F 1<br />

© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />

<strong>Installation</strong>:<br />

• Use all specified fasteners. See Product <strong>Notes</strong>, page 10.<br />

• Bolts must be ordered seperately.<br />

• Install directly flush to masonry wall.<br />

• The SHA series connectors shall be installed in pairs.<br />

• Moisture barrier may be required.<br />

NEW<br />

Typical SHA6<br />

installation<br />

1 1 /2˝<br />

6˝<br />

3 1 /4˝<br />

4 1 /4˝<br />

2 1 /4˝<br />

Typical SHA6T<br />

installation<br />

1 1 /2˝<br />

6˝<br />

13 3 /4˝<br />

12 3 /4˝<br />

2 1 /2˝<br />

Truss & Rafter<br />

2 1 /4˝<br />

2 1 /2˝<br />

SHA6<br />

SHA6T<br />

Fastener Schedule 3 Factored Resistance (Lbs.) 1,2<br />

<strong>USP</strong><br />

Stock No.<br />

Concrete Wall Rafter/Truss 7<br />

Anchor Bolts 4,5,8<br />

No.<br />

Ref. No. Qty Dia. Qty Dia. of Plies 6 Unit<br />

SHA6 4 1/2 2 3/4<br />

SHA6T 4 1/2 2 3/4<br />

2 Ply<br />

3 Ply or ><br />

2 Ply<br />

3 Ply or ><br />

1) Factored resistances have been increased 15% for wind or seismic loads;<br />

no further increase shall be permitted.<br />

2) Factored resistances are for a pair of SHA devices. SHA's shall be installed in pairs.<br />

3) Fastener schedule is for a pair of SHA devices.<br />

<br />

5) Concrete compressive strength shall be 2500 psi or greater at 28 days.<br />

6) Multiple ply truss shall be fastened together to act as a single unit.<br />

<br />

<br />

New products or updated product information are designated in red font.<br />

DF-L<br />

Uplift<br />

S-P-F<br />

Uplift<br />

115% 115%<br />

Lbs 2500 2500<br />

kN 11.12 11.12<br />

Lbs 3750 3750<br />

kN 16.68 16.68<br />

Lbs 11180 8825<br />

kN 49.73 39.26<br />

Lbs 12600 8945<br />

kN 56.05 39.79<br />

1-800-328-5934 • www.<strong>USP</strong>connectors.com 157<br />

<strong>USP</strong>2240-131

Hooray! Your file is uploaded and ready to be published.

Saved successfully!

Ooh no, something went wrong!