14-88-008! o
i' c
0
140
Masonry Connectors
HUMUCINURILHangers i'
s
HU and HUG products are heavy duty face mount joist hangers made from 14 gauge
galvanized steel.
• The HUC is a concealed flange version of the HU. Concealed flange hangers
have the header flanges turned in.
• HU is available with header flanges concealed, provided the W dimension is 234. or
greater, at 100% of the table load. Specify HUC.
• HU is available with one header flange concealed when the W dimension is less than
251,e at 1000/6 of the table load.
• For allowable loads on HU products not listed in the table request technical bulletin
T- HUHUCTTN (seepage 191 for details).
MATERIAL 14 gauge FINISH: Galvanized
INSTALLATION:
• These hangers are attached to grouted CMU walls using // :x23': hex head rows
screws or for concrete walls using Y: x13': hex head Titen screws. Titen screws
are not provided.
• Drill the 3ie' diameter hole to the specified embedment depth plus 1h'.
• Altemativety, drill the 346' diameter hole to the specified embedment depth and
blow it clean using compressed air.
• 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.
• The hangers should be installed such that a minimum end and edge distance of
114' is maintained.
• Not recommended for exposed exterior applications.
• Provide moisture barrier between beam and wall per jurisdictional requirements.
CODES: See page 12 for Code Reference Key Chart •
HUC410
1. Uplift bads have been increased 601/6 for vAnd or earthquake loading with no further increase Is allowed.
2. Minimum concrete strength f c shall be 2500 psi. CMU shall have a minimum grout strength of
2500 psi with standard ASTM C90 units and type N or S mortar.
3. The HU28 can be ordered skewed 456 and achieve the same loads.
4. See page 139 for Then screw information.
5. Noted loads for the HSUR/L shall be 0.8 the table loads for concrete applications.
6. Table allowable loads were determined using tested lowest uitimatO or fastener calculation values.
7. Products shall be installed such that the Titen screws are not P -posed to the weather.
8. MAILS: 16dx2% . 0.167 dia. x 21N long.1 Oil - 0.148' dia. x 3`(ong,
10dxl %- 0.148' dia. x 1 I long. See page 16-17 for other nail sizes and information.
134'
HU410 Installed on
Masonry Block Sldewall
HUC410 installed on
Masonry Block End Wail
HSUR/L21i-2 Installed on
Masonry Block Sidewall
Dimensions
Fastener
Allowable Loads (DF /SP)
Code
Model
No.
, W
H
6
CMU
Concrete
Joist r
Uplift "
Down
-
Ref.
(160) -
(100/1151125)
HU26
HU28'
195.
1956
V.
5Y.
21/,
2%
4 W23'.Tden
6- Y,x23. Tden
4 Ysx134T"den
6 1/,x13. Titen
210dx114
4- 10dx1Yz
290
575
1545
2400
HU210 6
HU46
1956
3%
715
535.
2Y.
2%
8- Y.x2%Titen
12- Y,x234Tden -
8- Y.x1%T1ten
12Yac13'4Titen
4 -10dx%
6-10d
575
1085 _
2400
3950
HU26 -2
315
5%
214
12- 1/.x23. Titer
12- Y,x1'/4 Tden
6-10d
1085
3950
170
HU48
3356
61%.
214
14- Y4x2Y. Then
14- 34x134 Titen
6-10d
1085
4350
HU28 -2
3%
7
2%
14- Y.x23LTiten
14- Y,x13iTiten
6.10d
1085 -
4350
HU410
335.
8%
2%
18- 1/4x23'4 Tden .
18- Y4x13: Titen
10-10d
1810:
5085
HU210 -2
3%
81356
234
181/.x23. Titer
18- 1/6x134Titen
10404
1810
5085
HSURIL26 -2
1 3%
413'x.
2-rAs
12 Y. Titen
12- Y,x13L Tden
4164x214
815
2625s
1. Uplift bads have been increased 601/6 for vAnd or earthquake loading with no further increase Is allowed.
2. Minimum concrete strength f c shall be 2500 psi. CMU shall have a minimum grout strength of
2500 psi with standard ASTM C90 units and type N or S mortar.
3. The HU28 can be ordered skewed 456 and achieve the same loads.
4. See page 139 for Then screw information.
5. Noted loads for the HSUR/L shall be 0.8 the table loads for concrete applications.
6. Table allowable loads were determined using tested lowest uitimatO or fastener calculation values.
7. Products shall be installed such that the Titen screws are not P -posed to the weather.
8. MAILS: 16dx2% . 0.167 dia. x 21N long.1 Oil - 0.148' dia. x 3`(ong,
10dxl %- 0.148' dia. x 1 I long. See page 16-17 for other nail sizes and information.
134'
HU410 Installed on
Masonry Block Sldewall
HUC410 installed on
Masonry Block End Wail
HSUR/L21i-2 Installed on
Masonry Block Sidewall