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Simpson ♦ 1 •♦/ ConstructionConnectors
<br /> LUS/MUS/HUS/HHUS/HGUS
<br /> Face-Mount Joist Hangers (cont.)
<br /> .................._.............. --r--- --------- r---------- ------
<br /> Dimensions(in.) I Fasteners
<br /> Model Min. These produi:tts are available w5th additional corrosion
<br /> No. Heel Ga. Carrying Carried protection.For more information,see p.14.
<br /> Height W H i B Member Member
<br /> __--_-._._.,_.................._.,____._.__..__...__________;..........._..........._._._........__.._._.._._________.__.- or slanless-M.efl'asiene!S.see p.21.
<br /> Single 2x Sizes ^
<br /> L 21� 2?e T 13 I 1°a+6_ 3'.•i 1_3/_-_ 1 (4)0.148 x 3 1. (2)O.i48 x 3 _ t.Aany of these products are approved for installation
<br /> Y 12j'6. ._-4%_«-1 Y._..............0.145
<br /> 1 _--__-_._._..-_.
<br /> IT (4)C.148 x:, (4)0.148 x 3 �D :vith Sh ong-Driven SD Connector screws.
<br /> - i Secs pp.348-352 for more Information.
<br /> F-HU�S26
<br /> 'J528 4`i4c 18 1 a/6 5?vc 2 (6i 0.148 x 3 1 (6) 0.146 x 3
<br /> _ .._._........4?is 16 ( i'fs Z?a 3 I (1-1)0.152 x 31, (E)0162 x 3'1h
<br /> I HGUS26 4`k 12 1 111 Ste c, t {20)0.162 x 3'•i ! (a)0.162 x 3 A
<br /> � LIuk' 4--;6 18 .1�i6 G'4 I 11/4 1610.148 x 3 ( r4)0.148 x 3
<br /> MUS28 6•'16 18 1•/6 61316 2 i (8)0.146 x 8_D 148 x 3
<br /> �FLIS28 Gil 16 `i + 7 3 1 (22j 0.162 x 31.•: � (s)0.162 x 3'hGUS2a -^6;6 12 t5a 71:e 5 (36U,162x5- !2,+0.162x3'.i +
<br /> _._............_._._.__................-...----.............. ---...----..........................------- - --_._._._._...........�
<br /> j LUS210 r 41•4 18_i 1"•�,6 7�h6 16i: I810.148x3 (4j 0.148x3
<br /> HUS210 o?'s 16 i aL 9 3 (30,0.162 x 3'.•z ('10)0.16- 2 x 3'fi y
<br /> FGU5210 o@i6 t2 T" a 9'.z rr 5 ( (46)0.162 x 3'., j (16t 0.162x"'Ao L. ---- --- -_
<br /> v 1.See talble uelow for allowable loads.
<br /> o AF Allowable Loads SP Allowable Loads SPF/HF Allowable Loads
<br /> U Model coda
<br /> No. uplift Floor Snow 1 Roof Wind UpBft Floor Snow Raof Wind Uplift Floor 5ntnu Roof Wind Ref.
<br /> U) (160) j (100} (115) (125) i (160) (160) (10t1) {115) {125) i (160) (160) (100} (115) (125} (16C)
<br /> Single 2x Sizes -._......._ --- . --- -- ---
<br /> --------._......._.-.-_._._,-------._._.__-._._._._..................._.___._._...----- ___.._...__..__._._._._._._.- __-.__-- -
<br /> c3 LU57.4 435 670 765 820 1,0=5 435 %25 825 i 800 1.120 36C ca5..,.. . Jw Y G05- 770
<br /> + LUS2C 1.165 865 990 1 1,070 1,3bb 1.165 935 11,070 11,150 1,475 8E5 i "n35 T5 -7r15 1,C00
<br /> —_._._.__._.--._.__+--____......,.................__...__...._._.-__-___-_________..- ----- __..-___-__ _._.-.--._.............--_ -__---._.-
<br /> MUS2e. 930 j 1,295 1,480 1.560 ( 1,560 930 1,405 1,560 1560 t 1,$6O 810 955 1,090 17,1A0 i,350
<br /> (L W.O F
<br /> 2 ' -
<br /> _ 7RG 2 Sao
<br /> r 150 2 35C t c,
<br /> 3=80 3.2sU 1
<br /> 1„i2G i 2.735 3.G90 i 3.235 j 3.235 1,32C - 2,96U 3,2A0 -- - _-- �, ,
<br /> ;__.__ _ t _-- _ _ _ _ _ _ _--. -
<br /> HGUS2G 5,390 5.2` 5.3_90 i
<br /> f` ti LI US28 1165 100 1,260 1350 1,725 1,185 1.195 1360 1.465 1,730 865 , alU j 925 1,000 1,270 IRC,
<br /> - ,• FL.LN
<br /> MUS28 1.320 1.730 1,9%5 2,125 1 255 1,32C 1.8T5 1105 1,2�a 2,Zbb 1,1oG 1.Z'r 1, oo i�Pa 1,J5S
<br /> _ -- -- - -
<br /> HUSt9 6_ 4,09b 4A9b 1 4,G95 09 e 0 4 G9° 4 G9� 005 4,095 1,480 3 52r 3�2G 3 rn0 3 520
<br /> _ ------ - •---- _ ._.... .
<br /> HGUS26 1,650 1 7.275 7,275 7275�_7,215 1 CSO I'15 I�7i r?ro r o15
<br /> luS?10 1,165 ],335 1.530 1 G4U 2,090 1155 i 145+J 1 tn5 775 1 ?2r0 865 1 385 1 190 1.215 ' 1.500
<br /> r- - - __.... ... -. .. - -..- _.-
<br /> i 56S210 2.635 5,45C1 5,795 5,830 5,830 1 2.635 5.395 1 5,780 5,630 1,630 2,220 1 4A85 i, 0,015 5,01, -
<br /> -HGUS210 2.U90� 9.100 ( 9100 9300 j 9,100 1000 910U 1.-9",100 -9.10U � 1,545 b 340 i 8,730 � 6,730 C,730
<br /> --- ---------- ._ ..... -- - _y ---
<br /> 1.For dimensions an:4 fastener informalion,see lablc abow.t.bee lade(ootnoles On P.201.
<br /> 0
<br /> u
<br /> 6
<br /> HHUS/HGUS F
<br /> Sew Hanger Options information on pp.g7-99,
<br /> a
<br /> HHUS-Sloped and/or Skewed Seat
<br /> • IHHUS hangers can be skewed to a maximum of•4,5'and/or sloped to a maximum of 45'
<br /> • For skew only.Irtaxirnum allowable download is 0.85 of the table load y
<br /> • For sloped only or sloped and skewed hangers,the maximrun allowable download is 0.65 of tie table bad
<br /> • Uplift loads for sloped/skewed conditions are 0.72 of the table load,nol to exceed 2,475 lb.
<br /> • The joist must be bevel-cut to allow for double shear nailing sIde
<br /> HGUS-Skewed Seat
<br /> • HGUS hangers can be skewed only to a maximum of 451.Allowable lards are:
<br /> r::Fai.i� -� Specify angle
<br /> i US _ _
<br /> �- 0:r::1 I
<br /> ..... - 1 J Top View HHUS Hanger
<br /> f Skewed Right
<br /> ---�"—== —- Hoist must be bevel cut)
<br /> All joist nails installed on the
<br /> i i = outside angle(non-acute side).
<br /> a-,:_
<br /> ----------------.-.-- ----------.-.- ----------._._._....
<br /> -- ---- 16
<br /> 200
<br /> UPDATED 07101/22
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