14-88-010_Jjr
,filur.11 Kill -------
High - capacity beam or girder hangers for concrete or masonry appli-
cations. Installation is made easier using Simpson Strong -Ties Strong -
Drives screws (SDS) (provided) Into the wood member and Titen HDs
anchors (provided) into the masonry.
MATERIAL: See table FINISH: Galvanized
INSTALLATION: • Use all specified fasteners (included).
• Attach hanger to a concrete or grouted CMU wall using
Titen HD anchors. Note the following:
- Drill holes using drill bits equal in diameter to
the specified Titen HD anchor.
- Holes shall be drilled 14 deeper than the specified
Titen HD length (i.e. 4!4* fora 4' long Tden HD anchor)
- Caution: Oversized holes In the base material will reduce
or eliminate the mechanical interlock of the threads with the
base material and will reduce the anchor's load capacity.
•
Titen HD is not recommended for exposed exterior applications.
• Provide moisture barrier between beam and wall per
jurisdictional requirements.
OPTIONS: For HGUM only —Other seat widths available.
Order as "X" version.
CODES: See page 12 for Code Reference Key Chart
LGUM26 -X = 23
LGUM28 -x 210-x ev _
LGUM
1'
C
o Q-
ow
• H e. p
• es-
s • e e
• e
• e
HGUM
Min'
p•
to
of Wall
IT
1. Uplift loads have been increased 60% for wind or
Dimensions
Fasteners
Allowable Loads
Madel
No.
Ga
W
H -
B
. CMU /Concrete
Joist
Upilft
Oownload4ff, SP, LVL, PSL, LSL)
Code
Ref•
TItenHDAnchors
SDSSerews
(160)
,.CMU Concrete
(1001115/125)
DOUBLE 2x SIZES
t� '
LGUM26-2
12
3Yie
5
4
4 -3Nx4'
4- Yix2Yi
1430
5595
-
LGUM28 -2
12
37Aw
7
4
6- '15'x4'
6 -Y1x2W
2435
8250
LGUM210.2
12
Ve
9
4
8 -Wx4'
8 -Y4x2W
3575
9575
TRIPLE 2x SIZES
LGUM26 -3
12
5%
5%
4
4 - Wx4'
4--Y: x2Yi
1430
5610
LGUM28 -3
12
515
7%
4
6 -Wx4'
6- Y4*x214
2435
8290
LGUM210 -3
12
515
9%
4
8- '15'x4' -
8- Y4'x2Yi
3575 -
9715
QUADRUPLE 2x SIZES
LGUM26 -4
12
6"As
51'u
4
4- 3.5'x4'
4 -14x2%
1430
5625
LGUM28 -4
12
611is
7%6
4
6 -Wx4'
6- Y1x214
2435
8335
LGUM210 -4
12
6,Y*
994s
4
8- 3Nx4'-
8- Y1x214
3575
9860
F27
4x SIZES
LGUM46
12
3%
4%
4
4 - W x4'
4 - Yi x214
-.1430 , '
5600
LGUM48
12
3%
6'1.
4
6 -3Nx4'
6- Wx21h' -
2435
8260
LGUM410
12
3%
87%
4
8- Wx4'
8- Yix2Yi
3575
9620
ENGINEERED WOOD 8 ST$UCTURAL COMPOSITE LUMBER SIZES (Heavy Duty)
HGUM5.25
7
5%
11
to
30 t
5%,
8 - %'x5•
24 -14 x231
-10085-
14965
16015
HGUM5.50
7
516
.5%
8 - 35'x5'
24 - Yi x214
10125
14940
16015
HGUM7.00
7
7
5Dt
'8 -%' 5'
24.-Y:x214
10375
14770
16015-
HGUM7.25
7
7%
5%
8 - %'x5'
24 = Y; x214
10415
14740
16015
HGUM9.00 •
7
9
534
Z WX5' '
24-•14; x214
10705
14545
16015
Min'
p•
to
of Wall
IT
1. Uplift loads have been increased 60% for wind or
earthquake loading with no further increase is allowed.
Moistip
- =
2. w1mum Pm -1500 psi and Pc - 2500 psi. -
-
4' M
3. LGUM must be Installed on minimum
6* thick waif and HGUM on minimum
toTiop
shy
8' thick wall. (Nominal values for MO
t� '
of
1
4. Tden HD anchors may be installed
,4
Into the head or bdd Joints.
-
re
Maw
=
"
5. Products shall be installed such
that the Titen HD anchors are nota�yn
}:
( i
Cd
exposed to the - weather.
mot
Min-
to End
of
Typical HGUM Installation
Typical LGUM Installation
Min'
p•
to
of Wall
IT