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Simpson Strong-Tie': Wood Construction Connectors S1M O <br /> �.�.� <br /> N <br /> I <br /> Face Mount Hangers Solid Sawn Lumber (DF/SP) 6 E 4 <br /> The Joist Hanger Selector software enables you the most optimum product for your project. <br /> I The software takes into consideration all the characteristics seen in this catalog.Visit strongtie.com/jhs <br /> These products are available with For stainless- Many of these products are approved for installation <br /> y °additional corrosion protection, L steel fasteners, D with Strong-Drive'2 SD Connector screws. <br /> For more information.see p.15. see p.21. See pp.335-337 for more information. <br /> I1. Dimensions(in.) Fasteners(in.) DFISP Allowable Loads ; Installed <br /> Q) Joist Model Min./ Code <br /> CD Size No. Ga. uplift Floor t-Snow ' Roof <Cclstindex Ref. <br /> W H B Max. Header Joist (160) ( (100) (115) (125) : "" <br /> 1 — Sawn Lumber Sizes <br /> LU24 20 1 is 31/e 1? (4)0.162 x 31 (2)0.148 x 11/2 5 x 630 655 Lowest <br /> 0 --- — <br /> 2X4 LU824 18 1 afis 31/2 13 — (4)0,148 x 3 (2)0.148 x 3 670 765 2 ,. 3 <br /> U24 16 1a46 31/2 11/2 - (4)0.162x31 (2)0.148x11 57 650 +0 87 <br /> 1'S 4 T/ F 1t� 1 <br /> � ' ifU26 14 1ha 3Ys 2:4 (4)0.162x312 (2)0148x1<_ 6a� 1 61J ,'LU 2:.5%% <br /> 1 LUS24-2 18 31/e 3/ 2 -- (4)0.162 x 3 Y (2)0.162 x 31 41 i 800 ' 905 j 980 1 Lowest <br /> Ct NDBL U24-2 16 3% 3 2 — (4)0.162 x 3'12 (2)0.148 x 3 24. 575 650 705 ' 33% • <br /> CO 1 2X4 1. <br /> HU24-2/HUC24-2 14 31/2 31246 21/2 — (4)0.162_x 31 (2)0.148 x 3 380 95 , 670 720 1 240% <br /> E 1 LUS26 18 1 ilia 43/4 1 Z — (4)0.148 x 3 (4)0.148 x 3 1,165 865 990 1,6 Lowest <br /> LU26 20 i iha 4314 111 — (6)0.162 x 31/2 (4)0.148 x 1 1 540 835 950 1,030 1 6',;',:, <br /> U26 16 1 tits 4314 2 — 143 i, IBC,FL,LA I <br /> 2x6 (6)0.162x312 (4}0148x1Jz 865 98 +,;, <br /> LUC26Z 18 1 ihs 4/4 13 — (6)0.162 x 31/2 (4)0148 x 11 730 vi ,80% <br /> a v HU26 14 1 ifia 3✓16 21/4 — (4)0.162 x 31/2 (2)0.148 x 11/ L 595 670 _ 720 I 179% <br /> HUS26 16 1% 53/6 3 — (14)0162 x 312 (6)0.162 x 31 2,735 ' .,095 3,235 276% <br /> I Ea LUS26-2 18 3�1a 4'/a 2 — (4)0.162_x 3�12 (4)0.162 x 3.z 103 1,170 j 1,265Lowest • <br /> U26 2 16 31/2 5 2 --- (8)0162 x 3112 (4)0.148 x 3 1,150 1,305 ! 1,410 65% <br /> DBL HUS26-2 14 31/2 53/46 2 — (4)0.162 x 31/2 (4)0.162 x 31/2 1165 1,055 1,195 1,290 172%1 <br /> 2X6 <br /> I11126 2'HUC26 2 14 3' 53/4 21/2Min, (8)0.162 x 31/2 (4)0.148 x 3 755 1190 . 1,345 1,440 ' 233% <br /> 14 31/2 5% 21/2 Max. (12)0.162 x 31/ (6)0.148 x 3 1,135 1,785 2.015 2.165 25418 <br /> LL1326 3 18 4% 41/2 2 (4)0162 x 31/2 (4)0.162 x 312 i ii6,i_ 11 030 i 1.1 x0 1,265 <br /> TPL U26-3 <br /> 111.126 3tHUC26 3 16 4% 41/4 2 (8)0.162 x 31/2 (4)0.148 x 3 11>l' i 3,3054 r) IBC,FL <br /> 2X6 14 41ie 4% 21/2 Min. (8)0.162 x 31/2 (4)0.148 x 3 755 1190 1,345 1,4 t0 ' <br /> 14 411/16 4% 21/2 Max. (12)0.162 x 3;:> l (6)0148 x 3 1,135 1.785 2,015 2,166 ) <br /> n3 LUS26 18 18% 43/4 13/4 -- (4)0148 x 3 (4)0.148 x 3 1,165 865 990 1,060 Lowest c <br /> I <br /> a LU26 20 18H6 43/4 11/2 — (6)0.162 x 3112 (4)0.148 x 11/2 540 835 950 1,030 6% y <br /> LUS28 18 1 eke 6% 13/4 (6)0.148 x 3 (4)0.148 X 3 1,165 1,100 1,260 1,350 23% <br /> LU28 20 1346 6% 11/2 --- (8)0.162 x 311 (6)0.148 x 11/2 850 1,110 i ., i 39% v <br /> ' 2x8 U26 16 1�/1e 43f4 2 — (6)0.162 x 311z (4)0.148 x 1'/`z 865 980 I 1,055 43ga (`-' <br /> LUC26Z 18 134a 43/4 13/4 — (6)0.162 x 31/z (4)0.148 x 11/2 730 710 a to F7( 160% z <br /> HU28 14 ilia 51/ 21/4 — (6)0.162 x 31 (4)0.148 x 1/ 605 895 1,010 l 1,080 1 251% `r <br /> HUS26 16 1% 5% 3 — (14)0.162 x 31/2 (6)0.162 x 31/2 1320 2,735 ..845 12,845 276'. IBC,FL,LA a <br /> HUS28 16 1% 7 3 — (22)0.162x31/2 (8)0.162 x 31/2 4.095 9 ,095 409% g <br /> LUS26-2 <br /> 18 3(/e 43/42 — (4)0.162 x 31/2 (4)0.162 x 31Iz i ! 1,170 26 Lowest 50 <br /> of <br /> 0 <br /> LUS28-2 18 31/2 7 2 -- (6)0.162 x 31/2 (4)0.162 x 31/z 1 1.400 1,610 8 n <br /> I <br /> . -- a, <br /> DBL HUS2 16 31/ 5 2 (8)0.162 x 3112 (4)0148 x 3 1 30; ,410 05 o <br /> 2x8 HUS28-2 14 31/a 7es 2 (6)0.162 x 31/ (6)0.162 x 31 80 1,7901,930 88 J o <br /> ti <br /> 14 31/e 7 2112 Min. (10)0.162 x 31 (4)0.148 x 3 755 1,490 3. <br /> 1,680 I ,80 0 ':197 <br /> Ea HU28-2/HUC28-2 — - <br /> 14 3% 7 212 Max. (14)0.162 x 3%2 (6)0.148 x 3 1135 2,085 2,350 2,530 13 <br /> LU528 3 18 4% 61/4 2 — (6)0.162 x.31/2 (4)0.162 x 31 1 06.8 1,315 j 1.490 : 1,610 <br /> TPL U26-3 16 4% 41/4 2 — (8)0.162 x 31/2 (4)0.148 x 3 535 1,150 1,305 •• 1,410 ' , <br /> 2X8 14 41Ye 4% 21/2 Min. (8)0.162 x 31/2 (4)0148 x_3 755 1,190 1,345 1,440 1 IBC,FL <br /> HU26-3/HUC26-3 <br /> 14 41t%4 4% 21/2Max. (12)0.162 x 3%2 (6)4.148 x 3 35 1.785 2.015 2,165 <br /> QUAD 14 61/2 7 2 1/2 Min. (10)0.162 x 31/2 (4)0.162 x 31/2 1,490 i 1,680� 1,800 1 — <br /> ,k HU28-4 i HUC28 4 <br /> 2X8 14 6113 7 21/2 Max. (14)0.162 x 3:/2 (6)0.162 x 31 s 2,085 l 2,350 2.530 1 .- -._ <br /> ISee footnotes on p.108. Codes:See p.12 for Code Reference Key Chart <br /> 1104 78 <br />