Installation Notes - USP Connectors
Installation Notes - USP Connectors
Installation Notes - USP Connectors
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Adjustable Rafter-To-Plate <strong>Connectors</strong> – TMP & TMPH series<br />
The TMP and TMPH are designed to make rafter-to-plate<br />
connections and eliminates time-consuming bird’s-mouth<br />
notching or bevel plate installation. Both series are available<br />
in I-Joists sizes, as well as standard 2x sizes.<br />
TMP – Adjusts to pitches from 1/12 to 6/12.<br />
TMPH – Adjusts to pitches from 6/12 to 14/12.<br />
EWP Hangers<br />
© Copyright 2013 <strong>USP</strong> Structural <strong>Connectors</strong> ®<br />
Materials: TMP – 18 gauge<br />
TMPH – 16 gauge;<br />
Fulcrum – 12 gauge<br />
Finish: G90 galvanizing<br />
Codes: Load values are derived from<br />
data submitted to various<br />
North American building<br />
code evaluators.<br />
Pitch Range:<br />
TMP – 1 /12 - 6 /12<br />
TMPH – 6 /12 - 14 /12<br />
<strong>Installation</strong>:<br />
• Use all specified fasteners. See Product <strong>Notes</strong>, page 10.<br />
• Position connector on top plate. Fasten connector to<br />
outside of top plate with specified nails. Insert rafter into<br />
rafter pocket. Adjust rafter and pocket to correct pitch.<br />
Fasten rafter to connector with specified nails. Installing<br />
the TMP requires driving specified nails through the<br />
opposing slots in the pocket. TMPH installation involves<br />
sliding the fulcrum until it supports the pocket at the<br />
desired pitch and nailing down through the fulcrum base<br />
into the top plate to lock the fulcrum into position.<br />
H<br />
Typical TMPH<br />
installation<br />
L<br />
W<br />
D<br />
TMPH<br />
fulcrum<br />
4 11 /16˝<br />
Typical TMP<br />
installation<br />
3 1 /2˝<br />
W<br />
L<br />
TMP<br />
Dimensions (in) Fastener Schedule 2,3<br />
Factored Resistance<br />
Plate Rafter DF-L (Lbs) DF-L (kN) S-P-F (Lbs) S-P-F (kN)<br />
<strong>USP</strong><br />
Steel<br />
Vertical Uplift 1 Vertical Uplift 1 Vertical Uplift 1 Vertical Uplift 1<br />
Rafter Width Stock No. Ref. No. Gauge W L Qty Type Qty Type 100% 115% 100% 115% 100% 115% 100% 115%<br />
1-1/2 TMP2 VPA2 18 1-9/16 5-9/16 6 10d 4 10d x 1-1/2 1425 230 6.34 1.02 1225 195 5.45 0.87<br />
1-3/4 TMP175 VPA25 18 1-13/16 5-9/16 6 10d 4 10d x 1-1/2 1655 230 7.36 1.02 1425 195 6.34 0.87<br />
2 or 2-1/8 TMP21<br />
VPA2.06,<br />
VPA2.1<br />
18 2-1/8 6-3/8 6 10d 4 10d x 1-1/2 1860 230 8.27 1.02 1600 195 7.12 0.87<br />
2-5/16 TMP23 VPA35 18 2-3/8 6-3/8 6 10d 4 10d x 1-1/2 2835 230 12.61 1.02 2440 195 10.85 0.87<br />
2-1/2 or 2-5/8 TMP25 VPA3 18 2-11/16 6-3/8 6 10d 4 10d x 1-1/2 2835 230 12.61 1.02 2440 195 10.85 0.87<br />
3 TMP31 -- -- 18 3-1/8 7-5/16 6 10d 4 10d x 1-1/2 2835 230 12.61 1.02 2440 195 10.85 0.87<br />
3-1/2 TMP4 VPA4 18 3-9/16 7-5/16 6 10d 4 10d x 1-1/2 2835 230 12.61 1.02 2440 195 10.85 0.87<br />
1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase is allowed.<br />
2) Minimum nail embedment shall be 8 nail diameters (typ).<br />
3) NAILS<br />
Dimensions (in)<br />
Fastener Schedule 3,4<br />
Plate Rafter 2<br />
<strong>USP</strong><br />
According to Pitch Uplift 1 According to Pitch Uplift 1<br />
Rafter Width Stock No. Ref. No. W H D L Qty Type Qty Type Unit 6/12 7/12 8/12 10/12 12/12 115% 6/12 7/12 8/12 10/12 12/12 115%<br />
1-1/2<br />
1-3/4<br />
TMPH2<br />
TMPH175<br />
VPA2<br />
VPA25<br />
1-9/16<br />
1-13/16<br />
2-1/2<br />
2-3/8<br />
4<br />
4<br />
6-9/16<br />
6-9/16<br />
10<br />
10<br />
10d<br />
10d<br />
8<br />
8<br />
10d x 1-1/2<br />
10d x 1-1/2<br />
Lbs 4595 4565 4480 4090 3485 250 3950 3925 3855 3515 2995 215<br />
kN 20.44 20.31 19.93 18.19 15.50 1.11 17.57 17.46 17.15 15.64 13.32 0.96<br />
Lbs 4595 4565 4480 4090 3485 250 3950 3925 3855 3515 2995 215<br />
kN 20.44 20.31 19.93 18.19 15.50 1.11 17.57 17.46 17.15 15.64 13.32 0.96<br />
2<br />
<br />
Lbs 4595 4565 4480 4090 3485 250 3950 3925 3855 3515 2995 215<br />
TMPH21<br />
2-1/8 2-5/8 4 7-3/8 10 10d 8 10d x 1-1/2<br />
or 2-1/8<br />
VPA2.1<br />
kN 20.44 20.31 19.93 18.19 15.50 1.11 17.57 17.46 17.15 15.64 13.32 0.96<br />
2-5/16 TMPH23 VPA35 2-3/8 2-1/2 4 7-3/8 10 10d 8 10d x 1-1/2<br />
Lbs 4595 4565 4480 4090 3485 250 3950 3925 3855 3515 2995 215<br />
kN 20.44 20.31 19.93 18.19 15.50 1.11 17.57 17.46 17.15 15.64 13.32 0.96<br />
2-1/2<br />
Lbs 4595 4565 4480 4090 3485 250 3950 3925 3855 3515 2995 215<br />
TMPH25 VPA3 2-11/16 2-5/16 4 7-3/8 10 10d 8 10d x 1-1/2<br />
or 2-5/8<br />
kN 20.44 20.31 19.93 18.19 15.50 1.11 17.57 17.46 17.15 15.64 13.32 0.96<br />
3<br />
3-1/2<br />
TMPH31<br />
TMPH4<br />
-- --<br />
VPA4<br />
3-1/8<br />
3-9/16<br />
2-11/16<br />
2-1/2<br />
4<br />
4<br />
8-9/16<br />
8-9/16<br />
10<br />
10<br />
10d<br />
10d<br />
8<br />
8<br />
10d x 1-1/2<br />
10d x 1-1/2<br />
Lbs 4595 4565 4480 4090 3485 250 3950 3925 3855 3515 2995 215<br />
kN 20.44 20.31 19.93 18.19 15.50 1.11 17.57 17.46 17.15 15.64 13.32 0.96<br />
Lbs 4595 4565 4480 4090 3485 250 3950 3925 3855 3515 2995 215<br />
kN 20.44 20.31 19.93 18.19 15.50 1.11 17.57 17.46 17.15 15.64 13.32 0.96<br />
1) Factored resistances have been increased 15% for short-term loads such as wind and earthquake; no further increase is allowed.<br />
2) Web stiffeners are required for all Wood I-Joist installations.<br />
3) Minimum nail embedment shall be 8 nail diameters (typ).<br />
4) NAILS<br />
DF-L<br />
Factored Resistance<br />
1-800-328-5934 • www.<strong>USP</strong>connectors.com 143<br />
<strong>USP</strong>2240-131<br />
S-P-F