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DSP/SSP/SP/SPWRSP4/TSP Stud Plate Ties http://www.strongtie.com/products/connectors/DSP-SSP-SP-SPH-R... <br /> roll over images below to see larger image <br /> r <br /> Side(� L r.) ft iiC (��'�r,,�E tri 1 I/ ' PO' ,w go <br /> load vi �,,a ,fl r ..vd he opt ; '1„111041 �I <br /> loKl.s Eire.t, / I loads are t.,oplir3 ,p494.*. 4'. ;W <br /> nulled to on ; 1 at anteri:ne of too ,; <br /> , <br /> I is p pati, ' - tale floc:flo 29,, <br /> j y{V 8:, r '_! SP1 SP1 Nailing Typical SP2 Typical SP4 <br /> e510,10,„,„ Profile Installation Installation <br /> MrPd i o- = (SPH similar) <br /> A" ul"f <br /> %` 1 <br /> j. <br /> - • Ili k. ... <br /> °, illl l" .10dx1'Vs'Nails <br /> Typical SPH4R Typical SP5 Installation 1: Installation 2: <br /> d Each Side installed on hstalled Typical RSP4 Typical RSP4 <br /> '"' of Stud bottom of 2x (SP3 similar Stud to Single Stud to Double <br /> stud wall(Sill installed at Bottom Plate Top Plate <br /> plate double plate) U.S.Patent (See <br /> anchorage not 5,697,725 footnote 4) <br /> shown) <br /> SSP/DSP/TSP Load Table: See code report listings below .top <br /> Ea These products are available with additional corrosion protection.Additional products on this page <br /> may also be available with this option,check with Simpson Strong-Tie for details. <br /> Dim. Fasteners 060)Uplift Loads <br /> (16O) <br /> Model Double <br /> No. W L Studs Double Single Top Plate Single Sill Plate <br /> Top Plate Sill Plate DF/SP/SPF DF/SP SPF/HF <br /> SSS' 4-10dx1'/z 3-10dx1'h — 350 — — <br /> SSP 1% 6'14 + - 1-10dx1'V 420 325 <br /> 4-10d 1Q{ — 435 — — <br /> - 1-10d 455 420 <br /> 8-10dx1'/z 6-10dx1/ — 775 — — <br /> DSP 2�'a 6"1c — 2-10dx1'/z 660 545 <br /> 8-10d 6-10d — 825 — <br /> ,�� - 2-10d — 825 . 600 <br /> 6-10dx1'14 — 3-10dx1'14 470s 425 <br /> TSP 1% 7% 910dx11/,.-10dx1' — 7554 — — <br /> 61 Qd 1015' <br /> 1. Allowable loads have been increased 60%for wind or earthquake loading;no further increase allowed. <br /> 2. When cross-grain bending or cross-grain tension cannot be avoided,mechanical reinforcement to resist such forces should be considered. <br /> 3. Allowable loads for DSP installed to a rim joist are 660 lbs. (DF/SP),545 lbs.(SPF/HF). <br /> 4. Noted values only apply to DF/SP members.For SPF values,multiply by 0.86. <br /> 5. Southern pine allowable uplift load is 585 lbs. <br /> 6. NAILS: 10d=0.148"dia.x 3"long, 10dx1 1/2=0.148"dia.x 1 1/2"long. <br /> See other nail sizes and information. <br /> SP/SPH/RSP Load Table: See code re_port list ags below .iop <br /> 1.1 These products are available with additional corrosion protection.Additional products on this page <br /> may also be available with this option,check with Simpson Strong-lie for details. <br /> These models are approved for installation with the Strong-Drive SD Structural-Connector screw. <br /> 3 of 7 11/3/2011 1:04 PM <br />