Technical Specifications

187
Plated Truss
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MUS / HUS Slant Nail Truss Hangers
Plated Truss
The MUS & HUS hanger series offers double shear nailing. USP’s raised
dimple allows for 30° to 45° nailing through the joist into header,
resulting in higher loads and less nailing.
Materials: See chart
Finish: G90 galvanizing
Options: See chart for Corrosion Finish Options
Codes: See page 11 for Code Reference Chart
Installation:
• Use all specied fasteners. See Product Notes, page 17.
• Joist nails must be driven in at a 30° to 45° angle through the joist
or truss into the header to achieve listed loads. Standard length
“double shear” nails must be used to achieve listed load values.
• See EWP applications on page 147.
The buttery hanger’s ared header ange design allows for added nailing.
Excellent truss-to-truss hanger for 2x4 purlin or truss bottom chords.
Materials: 18 gauge
Finish: G90 galvanizing
Codes: See page 11 for Code Reference Chart
Installation:
• Use all specied fasteners. See Product Notes, page 17.
Floor
Uplift
1
Floor
Uplift
1
Ref. No. W H Qty Type Qty Type 100% 115% 125% 160% 100% 115% 125% 160%
MUS26 MUS26 18 1-9/16 5-1/16 6 10d 6 10d 1285 1475 1605 865 1100 1265 1375 725
31, R1, F32
HUS26 HUS26 16 1-5/8 5-7/16 14 16d 6 16d
2760 3140 3345
1925
2360 2680
2810
1620 5, R5, F2
MUS28 MUS28 18 1-9/16 7-1/16 8 10d 8 10d 1710 1970 2140 1230 1465 1685 1830 1035
31, R1, F32
HUS28 HUS28 16 1-5/8 7-3/16 22 16d 8 16d
4170
4345 4345 2570
3565
3650 3650
2155
2 x 10 - 12 HUS210 HUS210 16 1-5/8 9-3/16 30 16d 10 16d
5455
5510 5510 3205
4165 4475
4630 2690
1-3/4 x 5-1/2 - 7-1/4 HUS175 HU1.81/5 16 1-13/16 5-3/8 14 16d 6 16d
2760 3140 3345
1925
2360 2680
2810
1620
1-3/4 x 7-1/4 - 11-1/4 HUS177 -- -- 16 1-13/16 7-1/8 22 16d 8 16d
4170
4345 4345 2570
3565
3650 3650
2155
1-3/4 x 9-1/4 - 14 HUS179 HUS1.81/10 16 1-13/16 9-1/8 30 16d 10 16d
5510
5510 5510 3205
4480
4630 4630 2690
1) Uplift loads have been increased 60% for wind or seismic loads; no further increase shall be permitted.
2) Minimum nail penetration is 1-5/8" for 16d nails.
3) Nails must be driven at a 30° to 45° angle through joist or truss into header to achieve the table loads.
4) HUS175, HUS177, and HUS179 load values assume the joist is 1-3/4" wide and has a bearing strength of not less than 675 psi.
5)
NAILS:
10d nails are 0.148" dia. x 3" long, 16d nails are 0.162" dia. x 3-1/2" long.
New products or updated product information are designated in
blue font
.
Dimensions (in)
Code
Ref.
5, R5, F2
Joist /
Truss Size
USP
Stock No.
Steel
Gauge
2 x 6 - 8
2 x 8 - 10
Corrosion
Finish
Fastener Schedule
2,5
Roof Roof
Header
Truss
3
DF/SP
Allowable Loads (Lbs.)
4
S-P-F
Allowable Loads (Lbs.)
4
Typical HUS installation
(MUS similar)
Typical CLPBF
installation
HUS
MUS
CLPBF
CLPBF Buttery Hanger
Floor
Uplift
1
Ref. No. Qty Type Qty Type 100% 115% 125% 160%
2 x 4 CLPBF -- -- 18 12 10d 6 10d x 1-1/2 815 815 815 215 5, R5, F2
1
)
U
p
lift loads have been increased 60% for wind or seismic loads; no further increase shall be
p
ermitted.
2
)
Minimum nail embedment shall be 1-1/2" for 10d nails.
3
)
NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" lon
g
, 10d nails are 0.148" dia. x 3" lon
g
.
New
p
roducts or u
p
dated
p
roduct information are desi
g
nated in blue font.
Header Joist
Fastener Schedule
2,3
DF/SP
Allowable Loads (Lbs.)
Joist
Size
Code
Ref.
USP
Stock No.
Steel
Gauge
Roof
1) Uplift loads have been increased 60% for wind or
seismic loads; no further increase shall be permitted.
2) Minimum nail embedment shall be 1-1/2" for 10d nails.
3) NAILS: 10d x 1-1/2 nails are 0.148" dia. x 1-1/2" long, 10d
nails are 0.148" dia. x 3" long.
New products or updated product information are
designated in blue font.
Corrosion Finish
Stainless Steel Gold Coat
HDG Triple Zinc
Corrosion Finish Stainless Steel Gold Coat HDG Triple Zinc
Corrosion
Finish
Stainless Steel
Gold Coat
HDG
Triple Zinc
3"
W
W
Raised dimple
allows 30° to
40° nailing
H
2"
2"
1"
H
Double shear nail design
features fewer nails and
faster installation
Uses standard
length nails
2-1/2"
2-3/16"
2-1/2"
1-9/16"