Page 25 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

26 Concrete Connectors UFP Universal Foundation Plate Model No. Girder Dimensions Allowable Loads W L H 2x Plate H 3x Plate S Floor (100) Roof (125) GH46-6 4x6 3 6 4 6 2000 2000 7, 90, 121 170 GH46-8 4x6 3 6 4 8 2000 2000 GH48-6 4x8 3 6 6 6 2000 2000 GH48-8 4x8 3 6 6 8 2000 2000 GH66-6 6x6 5 8 4 6 4000 4000 GH66-8 6x6 5 8 4 8 4000 4000 GH68-6 6x8 5 8 6 6 4000 4000 GH68-8 6x8 5 8 6 3 3 5 5 3 3 5 5 8 4000 4000 Code Ref. 1. Loads may not be increased for short-term loading. 2. A mudsill on top of the GH is required to achieve the table loads. 3. Models listed are for a 2x plate, specify H dimension when ordering for use with a 3x plate. 4. NAILS: 16d 0.162" dia. x 3 long. See page 16-17 for other nail sizes and information. Typical GH Installation GH A girder-to-foundation wall connection. MATERIAL: 12 gauge. FINISH: Painted. May be ordered HDG, check factory. See Corrosion Information, page 6-7. INSTALLATION: Use all specified fasteners. See General Notes. Insert four 16d commons into girder. H girder height mudsill thickness. 1 clearance hole accommodates rebar or anchor. This is not required. OPTIONS: For skewed and saddle hangers, see Hanger Options on page 188. Contact Simpson for other sizes available. CODES: See page 12 for Code Listing Key Chart. GH Girder Hangers The UFP10 Retrofit Foundation Plate cuts installation time in half. Designed to connect when the mudsill is offset from the foundation up to 2 or extended beyond the foundation up to ". The UFP may be used in place of the FA, HFA and FAP connectors. MATERIAL: 14 gauge. FINISH: Galvanized. May be ordered HDG, check with our factory. See Corrosion Information, page 6-7. INSTALLATION: Use all specified fasteners; see General Notes. Loads are based on test results using Simpsons SDS x3 screws, which are supplied with the UFP10. Alternate lag screws will not achieve published loads. Refer to T-ANCHORSPEC for post-installed anchorage solutions. CODES: See page 12 for Code Listing Key Chart. Model No. Max Spacing to replace Anchor Bolt or dia. Fasteners Allowable Load Parallel to Plate (133) Code Ref. Anchor Bolt Plate Qty Dia UFP10-SDS3 6' 2 5-SDS x3 1340 30, 96 1. Allowable loads have been increased 33% for earthquake or wind loading, with no further increase allowed. Reduce where other load durations apply. 2.Each anchor bolt requires a standard cut washer. UFP10 installed on a Straight Foundation with Offset Mudsill U.S. Patent 5,732,519 UFP10 installed on a Straight Foundation UFP10 installed on a Trapezoid Foundation

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