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Simpson Strong-Tie"Wood Construction Connectors FTIT"Ok <br /> CPS/PBV <br /> r _ <br /> Standoff Bases <br /> The PBV is a hidden standoff post base.Two different shapes <br /> fit a variety of posts sizes. <br /> 2H <br /> The CPS is a composite plastic standoff designed for - <br /> increased concrete surface area. <br /> Material:PBV— 14 gauge galvanized steel; 1"diameter 0.148"x 3"nail <br /> CPS—engineered composite polymer " <br /> Finish:Black powder coat or galvanized <br /> To Order:For black powder coat,order PBV6PC or <br /> PBVI OPC.For galvanized coating,order PBV6 or PBV10. CPS46 <br /> Installation: <br /> PBV and CPS ��L <br /> Post: - \ <br /> • Drill a 3/4"diameter hole,10"into the center of the post. CPS4-R <br /> • Clean out dust.Fill hole halfway with Simpson Strong-Tie® H - , (other sizes similar <br /> SET-3G®epoxy anchoring adhesive. .I except CPS46) <br /> • Insert all-thread rod and allow epoxy to set and cure. , <br /> • Secure standoff to post using four 0.148"x 3"nails PBVPC <br /> except PBV which uses four Strong-Drive®SIDS Heavy-Duty <br /> Connector screws(sold separately). CL <br /> of all <br /> Concrete: thread <br /> r <br /> rod <br /> • Drill a 3/4"diameter hole per anchor design <br /> (see footnote 2 below). 10" <br /> • Clean out dust.Fill hole halfway with Simpson Strong-Tie 4W min. <br /> 3"min. <br /> SET-3G epoxy anchoring adhesive.Insert post subassembly I side cover <br /> into hole and allow epoxy to set and cure. --- (t'p) <br /> • Post bases do not provide adequate resistance to prevent <br /> members from rotating about the base and therefore are <br /> not recommended for non-top-supported installations <br /> (such as fences or unbraced carports). <br /> d Codes:See p.11 for Code Reference Key Chart <br /> ? Typical PBV6PC Installation Typical CPS4-R Installation <br /> z <br /> a <br /> 0 <br /> O <br /> U <br /> w These products are made from non-corrosive materials. <br /> t <br /> 0 <br /> Model Post or Dimensions(in.) Fasteners(in.) Allowable Loads Code <br /> In o No. Column L W H Post Anchor Bolt (1610) (100)ift Down Ref. <br /> 2 CPS4-R 4x4 31/4 31/4 1 (4)0.148 x 3 % 4,490 5,775 i <br /> N CPS46 46 59/1a 39/1a 1 (4)0.148 x 3 (2)% 4,490 5,925 3 <br /> CPS5 5x5 41/a 41/a 1 (4)0.148 x 3 % 4,490 5,925 <br /> a CPS6 6x6 5�a 5�a 1 (4)0.148 x 3 % 4,490 9,355 <br /> 0 <br /> N <br /> ti CPS7 8x8 71/4 71/4 11/4 (4)0.148 x 3 % 4,490 10,335 <br /> ti <br /> CPS10 10x10 91/4 9 1 (4)0.148 x 3 % 4,490 19,135 4� <br /> O <br /> CPS12 12x12 11 11 1 (4)0.148 x 3 % 4,490 22,870 L <br /> O <br /> PBV6PC 6"dia. 51/4 — 1 (4)1/4 x 3 SDS % 3,800 8,255 IBC, d <br /> PBV10PC 10"dia. 93/e — 1 (4)1/4 x 3 SDS 5/a 3,800 21,435 FL,LA <br /> 1.Allowable uplift load capacities are for solid sawn posts with a specific gravity of 0.36 minimum—except the PBV,which is based <br /> on round"Viga"(ponderosa pine)wood posts. <br /> 2.All allowable uplift loads are based on a lowest ultimate load from testing divided by a safety factor of 4.Concrete anchorage to be <br /> designed by others;refer to the Simpson Strong Tie Anchoring,Fastening,Restoration and Strengthening Systems for Concrete and <br /> Masonry catalog at strongtie.com.Uplift loads shall not exceed those shown in the table. <br /> 3.Downloads are calculated based on the standoff bearing area and a concrete strength of 2,500 psi—except the PBV,which is <br /> based on the wood's bearing strength(700 psi for ponderosa pine). <br /> 4.Allowable loads may not be increased for the duration of the load. <br /> 5.Fasteners:Nail dimensions are listed diameter by length.SIDS screws are Simpson Strong Tie®Strong-Drive SDS Heavy-Duty <br /> Connector screws.See pp.21-22 for fastener information. <br /> 6.Fasteners sold separately. 331 <br /> UPDATED 07/01/22 <br />