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1 ® These products are available with additienal corrosion protection.Additional products on These products are approved for installation with the Strong Drive° , )
I Notes. be available with this option,check with Simpson Strong-Tie for details. SD Connector screw.-See page 27 for moreInformation.
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r Fasteners DF/SP Allowable Loatls ;Upiihwith> SPF/HF'Alidwabli Loads
" Model Uplitt:with
11 quantities of Ga To Rafters/ Uplift',' ,;:Lateral(160),, 8dx1'�,Mails Up)if1 Lateral(160)` 8dx1'�Z tdails Catfe
q No To Plates To Studs _ Ref:
Truss (160) ', 'Ft p2. (160), (760) Ft F2,. . (160) i
® °H1 16 6-8dx1'/z 4-8d — 585 485 165 455 400 415, 140 370 117 L6,F16
opposite the truss H2A 18 5-8dx1% 2-8dO% 5-8dx1'/z -575 130 56, — ' 495 130 . 55 IPi L18,F25
)ohind.This can .< WASS, ' 18 &S38D 2-SS81) 5 SSSD'. 400 :130 55 400. 345 130.;. 55 -. 345 170
rise truss performance. yet ® 'H2.5A 18 5-8d 5.8d — 600 110 110 575 535 110 110' 495 117, F16 I
use 8d nails. ® H2.5ASS 18 5 SSBd 5 SSBd — 440 75 70 365 380 75 70. 310 170
A 6:12,use H10A H2.5T 18 5-8d 5-8d — 545 _135 145 425 545 135 145 '425 (PI,L18;F25 z
® H3 18 4 8d 4 8d — `455 125 : 160 ' 415:: 320 105:. 140 290 . 117,L6,F16 :k
® H4 20 4-8d 4 8d — 360 165 160 360 235 140 135 235 Itf
k, H5 .;: 18: 4-8d A-8d R55 ;115,<. ,.:.200 .; 455 265.` 100" 170 265:
6
H6 16 — 8-8d 8 8d 950 820
{ ® H7Z 16 4-8d 2-8dx1'/z. : 8 8d 985 400 845 345' 117 F16 ( +.
HB 18 5-10dx1'/z 5-10dx1'/z 745 75 630 565 75 510 !,L10 F26
;H10A Sloped % 9-10dx1%z 10dx1'/z >855 Z$5 760 505 285`
m ®I A [9�106x+1i*/z11 Ir910"dXR/21 i1+140,■59Dilr 1i285>ii 1015 505 ;; 285 — 117,;, ;.L18,F25 j d
o ® H10ASS� �18.. '9-SSffO 9 SSN10 970 ' 66 70 835 485 170 —
m H1OAK 18 910dx1'/z .910dx1'/z _,1050 '490 285 905 420 285.:. — 170
m; 38/a'• `t H10S'70 18- 8 Sdx1% .' 8 8dx1%z10. 8 8d A010 :._660 ;215 550 870 '570 185;:: 475 ' IPi,Lib F25
o; H10A 2` 18:'"9-10dx1'fz 9 i0dx1'/z 1245 815 _"260,v- 1070= F25
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I H10-2` �._18 : 6-10d $10d :::760 '455 ;`195 _., 655''< 390'.". 340; — 117, ',F16
m717
k Y 2t��... . H11Z 18 6-16&M 6,i6dx2%z 830 525 760 715 450 655 — 170 3 r
1 12r8dx1'/z 13 8d 1350' 515 265 — 1050 480= 245"
H4 H14 16 2 12-8dx1'/ 15 8d . - 1350' 515 265- 1050` 480 245 IP1,L18,F25
—
TSP 16 910dx1'/ 6-10dx1'/z — 740 310 190 — 635 265 160
._ 910dx1'/z 6-10d — 890 310 190 — 765 265 180 — F26
1.Loads have been increased for wind or earthquake loading with no Continuous Load Path,connections In the same area(/a truss to plate connector and plate to stud
' further increase allowed:reduce where other loads govern, connector)must be on the same side of the wall.
MA
2.Allowable loads are for one anchor,A minimum rafter thickness of 2'/e' 7.Southern Pine allowable uplift loads for H1OA=1340 lbs.and for the H14=1465 Ibs f
must be used when framing anchors are used on each side of the joist and 8,Refer to Simpson Strong-Tlo®technical bulletin T-HTIEBEARING for allowable bearing
on the same side of the plate(exe Bon:connectors installed such that enhancement loads,
t nails on o pposite side don't into ere). 9.HI OS can have the stud offset a maximum of 1'from rafter(center to center)for a reduced i
3,AllowableppF/SP uplift load for stud to bottom plate installation(see detail uplift of 890 lbs. DF/SP and 765 lbs.(SPF. +
o 15)is 390lbs.(H2P5A)•265 lbs.(H2.5ASS)•360 lbs.(H4)and 310 lbs.(H8), 10.HiOS nails to plates are optional for uplift but required for lateral loads, t
w , 3Yx a w '. For SPF/HF values multi Iyy these values by 0.86. 11,Some load values for the stainless-steel connectors shown here are lower than those for
4.Allowable loads in the F Pdirection are not intended to replace diaphragm the carbon-steel versions.Ongoing test programs have shown this to also be the case with
boundry members or cross grain bending of the truss or rafter members. other stainless-steel connectors in the product line that are installed with nails.Visit `
a" 5.When cross-grain bendin or cross-grain tension cannot be avoided in the www.stron99tle.com/corroslonfor updated information,
t_ members,mechanical rein orcement o resist such forces may be considered. 12.MAILS:16dx21A=0.162'dia.x 2'/z"long 10d=0.148"dia.x 3"long,
° o x 6.Hurricane Ties are shown on the outside of the wall for clarity and assume a 10dx1'/z=0.148"dia.x 1 Yz°tong,8d=0.(31"dia.x 2'1W long,8dx1'/z=0.131"dia.x 1'/2"long.
minimum overhang of 3/z.Installation on the inside of the wall is accepptable See page 22 23 for other nail sizes and information.
112
° (see General Instructions for the Installernotes a on page 17).For upifft 13.SCREWS:Strong-Drive®SD#9x1'/z'(model SD9112)=0,131"dia,x 1 Yz"long(for the -
}; models marked with the orange flag only Full table loads apply.
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