Specification

C-2013 © 2013 SIMPSON STRONG-TIE COMPANY INC. PRINTED 12/12
136
Plated Truss Connectors
HTU Face Mount Truss Hangers
Plated Truss Connectors
The HTU face mount truss hangers have nail
patterns designed specifically for shallow heel heights,
so that full allowable loads (with minimum nailing)
apply to heel heights as low as 3
7
⁄ 8 ". Minimum and
maximum nailing options provide solutions for varying
heel heights and end conditions.
Alternate allowable loads are provided for gaps
between the end of the truss and the carrying member
up to
1
⁄ 2 " max. to allow for greater construction
tolerances (maximum gap for standard allowable
loads is
1
⁄ 8 " per ASTM D1761 and D7147).
MATERIAL: 16 gauge
FINISH: Galvanized
INSTALLATION:
•Useallspecifiedfasteners.SeeGeneralNotes.
•Canbeinstalledfillingroundholesonly,orfilling
round and triangle holes for maximum values.
•Seealternateinstallationforapplications
using the HTU26 on a 2x4 carrying member or
HTU28 or HTU210 on a 2x6 carrying member
for additional uplift capacity.
OPTIONS:•SeeHangerOptionsonpages216-217
for skew options.
CODES: See page 13 for Code Reference Key Chart.
1
3
⁄
4
"
HTU26
Alternate Installation –
HTU28 installed on
2x6 carrying member
(HTU210 similar)
HTU Installation for Standard Allowable Loads
(For
1
⁄ 2 " maximum gap,
use Alternate Allowable Loads.)
Standard Allowable Loads (
1
⁄ 8 " Maximum Hanger Gap)
1. The maximum hanger gap is measured between the joist (or truss) end and
the carrying member.
2. Minimum heel heights required for full table loads are based on a minimum 2/12 pitch.
3. Uplift has been increased for wind or earthquake loading with no further increase
allowed; reduce where other loads govern.
4. Wind (160) is a download rating.
5. For hanger gaps between
1
⁄ 8 " and
1
⁄ 2 " use the Alternate Allowable Loads.
6. Truss chord cross-grain tension may limit allowable loads in accordance with
ANSI/TPI 1-2007. Simpson Strong-Tie
®
Connector Selector™ Software includes
the evaluation of cross-grain tension in its hanger allowable loads. For additional
information, contact Simpson Strong-Tie.
7. Loads shown are based on a minimum 2-ply 2x carrying member. For single
2x carrying members, use N10 (10dx1
1
⁄ 2 ") nails into the header and reduce the
allowable download to 0.70 of the table value. The allowable uplift is 100% of
the table load.
8. NAILS: 16d = 0.162" dia. x 3
1
⁄ 2 " long, 10d = 0.148" dia. x 3" long, 10dx1
1
⁄ 2 =
0.148" dia. x 1
1
⁄ 2 " long. See page 22-23 for other nail sizes and information.
Model
No.
Min.
Heel
Height
Dimensions Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads
Code
Ref.
W H B
Carrying
Member
Carried
Member
Uplift
(160)
Floor
(100)
Snow
(115)
Roof
(125)
Wind
(160)
Uplift
(160)
Floor
(100)
Snow
(115)
Roof
(125)
Wind
(160)
SINGLE 2x SIZES
HTU26 3
1
⁄ 2 1
5
⁄ 8 5
7
⁄ 16 3
1
⁄ 2 20-16d 11-10dx1
1
⁄ 2 730 2940 3045 3045 3045 630 1920 1920 1920 1920
I7,
L17,
F22
HTU26 (Min) 3
7
⁄ 8 1
5
⁄ 8 5
7
⁄ 16 3
1
⁄ 2 20-16d 14-10dx1
1
⁄ 2 1250 2940 3200 3200 3200 1075 2015 2015 2015 2015
HTU26 (Max) 5
1
⁄ 2 1
5
⁄ 8 5
7
⁄ 16 3
1
⁄ 2 20-16d 20-10dx1
1
⁄ 2 1555 2940 3340 3600 4010 1335 2530 2870 3095 3450
HTU28 (Min) 3
7
⁄ 8 1
5
⁄ 8 7
1
⁄ 16 3
1
⁄ 2 26-16d 14-10dx1
1
⁄ 2 1235 3820 3895 3895 3895 1060 2920 2920 2920 2920
HTU28 (Max) 7
1
⁄ 4 1
5
⁄ 8 7
1
⁄ 16 3
1
⁄ 2 26-16d 26-10dx1
1
⁄ 2 2140 3820 4340 4680 5435 1840 3285 3730 4025 4675
HTU210 (Min) 3
7
⁄ 8 1
5
⁄ 8 9
1
⁄ 16 3
1
⁄ 2 32-16d 14-10dx1
1
⁄ 2 1330 4355 4355 4355 4355 1145 3265 3265 3265 3265
HTU210 (Max) 9
1
⁄ 4 1
5
⁄ 8 9
1
⁄ 16 3
1
⁄ 2 32-16d 32-10dx1
1
⁄ 2 3315 4705 5345 5760 5995 2850 4045 4595 4955 5155
DOUBLE 2x SIZES
HTU26-2 (Min) 3
7
⁄ 8 3
5
⁄ 16 5
7
⁄ 16 3
1
⁄ 2 20-16d 14-10d 1515 2940 3340 3600 3910 1305 2465 2465 2465 2465
I7,
L17,
F22
HTU26-2 (Max) 5
1
⁄ 2 3
5
⁄ 16 5
7
⁄ 16 3
1
⁄ 2 20-16d 20-10d 2175 2940 3340 3600 4485 1870 2530 2870 3095 3855
HTU28-2 (Min) 3
7
⁄ 8 3
5
⁄ 16 7
1
⁄ 16 3
1
⁄ 2 26-16d 14-10d 1530 3820 4310 4310 4310 1315 3235 3235 3235 3235
HTU28-2 (Max) 7
1
⁄ 4 3
5
⁄ 16 7
1
⁄ 16 3
1
⁄ 2 26-16d 26-10d 3485 3820 4340 4680 5850 2995 3285 3730 4025 5030
HTU210-2 (Min) 3
7
⁄ 8 3
5
⁄ 16 9
1
⁄ 16 3
1
⁄ 2 32-16d 14-10d 1755 4705 4815 4815 4815 1510 3610 3610 3610 3610
HTU210-2 (Max) 9
1
⁄ 4 3
5
⁄ 16 9
1
⁄ 16 3
1
⁄ 2 32-16d 32-10d 4110 4705 5345 5760 7200 3535 4045 4595 4955 6190
1. See table above for dimensions and additional footnotes.
2. Maximum hanger gap for the alternate installation is
1
⁄ 2 ".
3. Wind (160) is a download rating.
4. NAILS: 16d = 0.162" dia. x 3
1
⁄ 2 " long, 10dx1
1
⁄ 2 = 0.148" dia. x 1
1
⁄ 2 " long.
See page 22-23 for other nail sizes and information.
Alternate Installation Table for 2x4 and 2x6 Carrying Member
Model
No.
Min.
Heel
Height
(in.)
Minimum
Carrying
Member
Fasteners DF/SP Allowable Loads SPF/HF Allowable Loads
Code
Ref.
Carrying
Member
Carried
Member
Uplift
(160)
Floor
(100)
Snow
(115)
Roof
(125)
Wind
(160)
Uplift
(160)
Floor
(100)
Snow
(115)
Roof
(125)
Wind
(160)
HTU26 (Min) 3
7
⁄ 8 2-2x4 10-16d 14-10dx1
1
⁄ 2 925 1470 1670 1800 2040 795 1265 1435 1550 1755
I7,
L17,
F22
HTU26 (Max) 5
1
⁄ 2 2-2x4 10-16d 20-10dx1
1
⁄ 2 1310 1470 1670 1800 2250 1125 1265 1435 1550 1935
HTU28 (Max) 7
1
⁄ 4 2-2x6 20-16d 26-10dx1
1
⁄ 2 1970 2940 3340 3600 3905 1695 2530 2870 3095 3360
HTU210 (Max) 9
1
⁄ 4 2-2x6 20-16d 32-10dx1
1
⁄ 2 2760 2940 3340 3600 3905 2375 2530 2870 3095 3360
Typical HTU26
Minimum Nailing
Installation