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HomeMy WebLinkAboutProject Information ,lx i k? C G' HITSs _ Trase products are available with additional corrosion protection.Additional products on F These products are approved for installation with the Strong Drive per.ified fasteners.See General Notes. this a v.� p ge may also be available with this option check with Simpson Strang lie for details. SD Connector screw See page 27 for more information. . J41-flanges racing inward 6, Fasteners ::QFJSI Alfowable'loads Upl(itwrih;_ .9PFlHFAllowab16Loads`: Upfiff with ill ttion drawing,number 1). ® r t Model. ind H6 ties are shipped in equal quantities of Ga ;Ta Rafters/ "UpINt, ;Lateral.flti0j 8dx13ri Nalfs Upllft Lateral(160):' ;8dz1'%z;4�afis Cada u To Plates To Studs Ret pns(right versions shown). (160j Pt Fz (160) )ot replace solid blocking. �; e� H1 18 6 8dx1'/z 4 8d 585 485 165 455 40D 415 1A0 37D a on plated trusses(on the side opposite the'truss �, H2A ie 5 edxl'h 2 Bdatt'k 5=8dx1'/z 575 t3Q t 55 495' fhrough the truss plate from behind.This can � ' H2ASS 16: 5 5S8D,:; 2=SS8D-, .5=SS8D 400 13D_ .. '55 ., 40Q. 170 V'nff of the truss and compromise truss performance H2.5A 18 5-ad 5-8d — Boo 1:1D 110 575 535 1i0' 110 495 117,L6,L6,F aq;to connect shear blocking,use 8d nails. f H2.5ASS 18 5=SS8d . 5-SS8d — 440 75 10 365 38D • :75`.'. 70. . 310 170 'nM field bending up to a pitch of 6:12,use H10A H2 5T i8 5 8d 5 8d — 545 135 145 425 545 135 t45 425 IP1,L18,F2 �tl'tjmit installation. 3 ® 'H3. 18 =`, 4 8d . 4-8d :455 125 160. _ 415 320 1D5 y: 140,r:: . ..290, 117,L6,F15 (,p41e Reference Key Chart. �. ® H4 20 4 8d 4-8d — 360 165 160 360 235 140 135 235 ® .tf5. : 8: _; �! 8d.. 4 8d.,- — .. '455 15 :.200` 455 .'' : ..265''° 1Qb :? 170. 265; :..... ..,_ __.___._......_. __. __.. _... H6 16 8-8d 8 Bd 950 — — 820 y H7 i6.:rr,..4.8d ;: ._2-8did+'/z' '. 965 . .845, _ 117,F16 o H8 18 510dxIM 5-10dx1'/z — 745 75 — 630 565 75 . 510 L5,L10,L18,F. Qs� 1'h N10A S10 ed .18-, =910dX1%z 9-10tlx1'h >855 590 285 760 5Q5 285 i 1 t 117,Lb,L18,F2 m m H1DA 18 :9 tOdx1 ri 3-i6fiCf h t14Q' 59D °,265 1015 3D5 285 ,m; y :H10ASS' 18 ;9 SSNiD 9rSSN1fl 97Q 565 17Q 83 485 770 o H10AR 18, .:9 i0dx1'h 910dX1'fr :1Q50 ,4 0 285 905::; 42D;, 285 170 u m 3�/e" H10S�"°:' 16 B 8dicf'/2a 8 8dz1'h'° 8 8d i01D 6B0 215 550 87Q•.. 570: 185` 475r IP-1;L18,F25 1�6 0. f _ 18 :`9-10dx}.,/2 9-10d)ti'h — i245 :`.�f5 ZfiO iD70," 700 225` L18.F25 I 18" - 61Dd::. 610d_.. 760 455 655._: 39D=` - 346: 117i i.G.F16 Z -' Hi1Z 18 6-16dx2fz 616dx2'h — 830 .525 760 715 450 855 170 M44 18` 1 1213dx1h 13 8d — 135D' 515 265 1050',i 48Q 245 1P1 i1R r.25 i 1B/s" H4 1' 2,f28dX1'fz t 15 Sd - '. .:;.f350':•,.:�a15.._. .265 ., t05D': 480.,: t_245::. k H3 TSP 16 9-10tlx1'h. 6-1 Odx1'/e — 740 310 190 — 635 265 160 9 10dx1 6 10d — 890 3'f0 190 — 765 265 160 — 1.Loads have been increased for wind or earthquake loading with no Continuous Load Path,connections in the same area(i.e,truss to plate corinectorand plate io stud i further increase allowed:reduce where other loads govern. - connector)must be on the same side of the wall.See T-HTIECONPATH for more information. v o - 2.Allowable loads are for one anchor.A minimum rafter thickness of 2Yi 7.Southern Pine allowable uplift loads for H10A=1340 lbs.and for the H14=14..65'ibs a 5` must be used when framimanchors are used on each side of the joist and B.Refei10 Simpson Strong-Tie°technical bulletin T-HTIESEARING foralibwabie bearing on the same side of the plate(exa tlon:connectors installed such that enhancement loads. nails bn opposite side don't interfere). 9.H10S can have the stud offset a maximum of 1'from rafter(center to center)for a:(educed y, 3.Allowable DDF/SP uplift load for stud to bottom Plate installation(see detail uplift of 890lbs.(DF/SP)and 765 lbs.{SPF). 15)is 390lbs.(M2,5A);265 lbs.(H2.5ASS);36D lbs.(H4)and 310 lbs.(H8). 10.H10S nails to plates are optional for uplift but required for lateral loads. For SPF/HFvalues multiply 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,direction are not intended to replace diaphragm the carbon-steel versions.Ongoing test programs have shown this to also be the dose 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 Asti$ Visit'` e r 5.When cross grain bending or crass-grain tension cannot be avoided in the www.strongtle.Com/corrnsfonfor updated information. . r membiers,mechanical reinforcement o resist such forces may be considered. 12.NAlL3.I6dx2'/z=0.162`dia.x 2'/z long 10d=0.14B'dia.x 3"Ionpp, 4 6.Hurricane Ties are shown on the outside of the wall for clarity and assume a 90dx1'h=4148"dia.x f'/i'long,Bd=6.�31'dia.z 2'/z"long,8dx1'lz=0.13i°dia.x 1%°long. Y mini um overhang of 3%z°°.Installation an the inside of the wall is acce table ee a e 22 23 for other nail sizes and information. is t rr� R gg pp gg (see General Instructions for the'Installernotes u on page'17).For uplift 13.SCH 3:Strong-DriveO SO#9xl V2(model SD9112)=0.131"dia.x VA"long(for the I models marked with the orange flag only).Full table loads apply. 0 ' - s �- Ht3 ,c i � }} � 3" c�, ifi�'�c a .tt,.��5..;`.�' %F t� 5. � tx�5-. ;ca�� - S'_� ;tx:, o •yl �' � �, _ H1 y$ a1...Q - F• to ,© - .•ram... 7