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Steps S Ties SIMPSON HRS/ST/PS/HST/HTP/LSTA/LSTI/MST/MSTA/MSTC/MSTI Strap Ties Strong-Tie S CODES:See page 13 for Code Reference Key Chart. - These products are available with additional corrosion protection.Additional products on 2,4 this page may also be available with this option,check with Simpson Strong-Tie for details. End Distance These products are approved for installation with the Strong-Drive SD Beam and Strap Structural-Connector screw.See page 27 for more information. - - Allowable Allowable ' Model Dimensions Fasteners Tension Loads Tension Loads Code No Ga (Total) (DF/SP) (SPF/HF) Ref. �i , 411' W L (160) (160) / i i� 9 8-10d 740 635 ` LSTA15 11 12 10-10d 925 795 7f.f., ' 15 2104 1110 950 4 k,I rLSTA18 11/4 18 14-10d _ 1235 1110 * j� i VLSTA21 11/4 ' 21 16-10d 1235 1235 rLSTA24 20 114 24 18-10d 1235 1235 Typical LSTA Installation - (Hanger not shown) rST292 2'/ i 95/6 12-16d 1265 1120 Bend strap one time only 'ST2122 2%1 4 12'3/,6 16-16d 1530 1505 VST2115 /< 165/c 10-16d 660 660 'ST2215 2165 165/,r 20-16d 1875 'LSTA30 11/4 30 22-10d 1640 1640 14,L3.F2 r L S T A 3 6 11/4 36 24-10d 1640 1640 r L S T 1 4 9 33/4 49 32-10dx1'% 2975 2555 rLSTI73 31 73 48-10dx1% 4205 3830 - rMSTA9 1'/ 9 8-10d 750 645 Model Material Dim. Bons Code Thickness ID"MSTA12 18 11/4 12 10-10d 940 810 No' Gauge W L Qty Dia Ref. •'MSTA15 11/4 15 12-10d 1130 970 PS218 2 18 4 G •'MSTA18 11/4 18 14-10d 1315 1130 PS418 7 ga 4 18 4 1/4 180 Ill'MSTA21 11/4 21 16-10d 1505 1290 PS720 614 20 8 1/42 ilbrMSTA24 11/4 24 1810d 1640 1455 1.PS strap design loads must be determined •'MSTA30 11/4 ! 30 22-10d 2050 1820 by the Designer for each installation.Bolts rMSTA36 11/4 36 26-10d 2050 2050 are installed both perpendicular and parallel- rMSTA49 1%4 49 Y 26 10d 2020 2020 L3 to-grain.Hole diameter in the part may be —__--_ oversized to accommodate the HDG. "ST6215 2%6 165/,E 20-16d 2095 1900 14,1L14.L3.F2 Designer must determine if the oversize rST6224 2'/,3 235Ac 28-16d 2540 2540 14.L3,F2 creates an unacceptable installation. rST9 1% 9 T-- 8-16d 885 760 r ST12 16 1'/4 —PS218 and PS418 PS72U, ST18 1/< 11%6 10 16d 1105 ! 950 17/x, 14-16d 1420 1330 c r"---C28 13 215/3 18-16d 1420 1420 14,L3,F2 w 0 0 0 0 �t 8 36-16d sinkers 3455 2980 !----- o----- w CA E Rio rMSTC40 3 401/4 t 52-16d sinkers 4745 4305 vMSTC52 3 521, 62-16d sinkers 4745 4745 O O �-, ...;51 rHTP37Z 3 7 20 10dxl Y 1850 1600 170 PS PS218 and P5418 z 1 y • 'MSTC66 3 653/4 76-16d sinkers 5860 5860 PS720 3'a"•, o r M S T C 7 8 14 3 773/4 76-16d sinkers 5860 5860 14,L3,F2 rST6236 21/,6 3313/6 40-16d 3845 3845 vHRS6 ' 1% 6 6-10d 605 525 s rHRSB 1% 8 10-10d 1010 880 F26 /'J ° HRS 1%I 12 14-10d 1415 1230 �— 2/ 26 26-10dx11/2 2745 2325 � l41 y m MSTI26 .;.' . frMSTI36 12 2%1 36136-10dx1�/ 3800 3220 1 i i` ,--,,i1-',',' O �MSTI48 2'/,! 48 48-10dx1'/ 5065 1 4290 14.L3.F2 �':f .,1 , �f 4 FMSTI60 2% 60 60-10dx1'/z 5080 5080 I 0 "MSTI72 2'/ 72 10dx1/1 5080 5080 +1 ., 0• HRS416Z 3'/4 16 !,16-SDS'//4x11/4" 2835 2305 170 1.Loads include a 60%load duration increase on the fasteners for wind or earthquake loading. 2 10dx11/2"nails may be substituted where 16d sinkers or 10d are specified at 100%of the table loads Typical PS720 Installation except where straps are installed over sheathing. 3.10d commons may be substituted where 16d sinkers are specified at 100%of table loads. 4.16d sinkers 10.148"dia.x 31/4"long)or 10d commons may be substituted where 16d commons are specified at 0.84 of the table loads. 5.Use half of the nails in each member being connected to achieve the listed loads. 6.Tension loads apply for uplift when installed vertically. 7.NAILS:16d=0.162'dia.x 37z'long,16d Sinker=0.148"dia.x 3'.,"long,100=0.148"dia.x 3'long. 10dx1'/=0.148"dia.x 11/4'long.See page 22-23 for other nail sines and information. 173