Connector Selector Guide
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1 Single Bottom Plate Plate to to Studs Studs on 4-in on 4-in and and 6-in 6-in Walls Walls USP See 160% Qty Stock No. Footnotes To Plates To Studs 1=Lowest;10=Highest RT4 -- (4).131 x 1-1/2-in (4).131 x 1-1/2-in RSPT4 -- (4).131 x 1-1/2-in (4).131 x 1-1/2-in HC (11).131 x 1-1/2-in (6).131 x 1-1/2-in HCPRS -- (5).131 x 1-1/2-in (6).131 x 1-1/2-in RT3A -- (4).131 x 1-1/2-in (4).131 x 1-1/2-in SPT22 -- (4).148 x 3-in (4).148 x 3-in RT8A -- (5).148 x 1-1/2-in (5).148 x 1-1/2-in RT4 -- (8).131 x 1-1/2-in (8).131 x 1-1/2-in SPT4 1 Not Required (6).148 x 1-1/2-in SPT6 2 Not Required (6).148 x 1-1/2-in RT3A -- (8).131 x 1-1/2-in (8).131 x 1-1/2-in SPTHW4 3 Not Required (12).148 x 1-1/2-in SPTHW6 4 Not Required (12).148 x 1-1/2-in SPTH4 1 Not Required (12).148 x 1-1/2-in SPTH6 2 Not Required (12).148 x 1-1/2-in 10 NOTE: Loads are for DF/SP lumber. Refer to USP's Product Catalog for load reduction for SPF lumber. 1) 2x4 Bottom Plate 2) 2x6 Bottom Plate 3) 2x4 Bottom Plate over 1/2-in Sheathing 4) 2x6 Bottom Plate over 1/2-in Sheathing Typical RSPT4 single plate
2 Double Top Plates to Studs 4-in and 6-in Walls USP See 160% Qty Stock No. Footnotes To Plates To Studs 1=Lowest;10=Highest RSPT4 -- (4).131 x 1-1/2-in (4).131 x 1-1/2-in RT5 -- (4).131 x 1-1/2-in (4).131 x 1-1/2-in RT7 -- (5).131 x 1-1/2-in (5).131 x 1-1/2-in RT7A -- (5).131 x 1-1/2-in (5).131 x 1-1/2-in RSPT6 -- (4).148 x 1-1/2-in (4).148 x 1-1/2-in RT8A -- (5).148 x 1-1/2-in (5).148 x 1-1/2-in LTW12 -- (6).148 x 1-1/2-in (6).148 x 1-1/2-in SPT4 2 Not Required (6).148 x 1-1/2-in SPT6 3 Not Required (6).148 x 1-1/2-in RSPT6-2 1 (6).148 x 1-1/2-in (8).148 x 1-1/2-in SPT24 -- (6).148 x 3-in (6).148 x 3-in RT5 6 (8).131 x 1-1/2-in (8).131 x 1-1/2-in RT7 6 (10).131 x 1-1/2-in (10).131 x 1-1/2-in MTW12 -- (7).148 x 1-1/2-in (7).148 x 1-1/2-in LFTA6 -- (8).131 x 1-1/2-in (8).131 x 1-1/2-in RT7A 6 (10).131 x 1-1/2-in (10).131 x 1-1/2-in HTW20 -- (12).148 x 1-1/2-in (12).148 x 1-1/2-in RT8A 6 (10).148 x 1-1/2-in (10).148 x 1-1/2-in LTW12 6 (12).148 x 1-1/2-in (12).148 x 1-1/2-in SPTH4 2 Not Required (12).148 x 1-1/2-in SPTH6 3 Not Required (12).148 x 1-1/2-in MTW12 -- (14).148 x 1-1/2-in (14).148 x 1-1/2-in HTW20 -- (24).148 x 1-1/2-in (24).148 x 1-1/2-in 10 1) Stud Size is (2) 2x 2) 2x4 Top Plate 3) 2x6 Top Plate 4) 2x4 Top Plate over 1/2-in Sheathing 5) 2x6 Top Plate over 1/2-in Sheathing 6) Install diagonally across plate from each other, to achieve twice to achieve twice the load (using identical anchors). See detail. Wall Top Plate Install diagonally across from each other for minimum 1-1/2" truss/rafter. Nailing into both sides of a single ply 2x truss/rafter may cause damages in wood. Typical SPT4 Typical SPT24 Anchor to achieve twice the load (using two identical anchors.)
3 Portal Frame and Alternate Braced Wall Panel Tie Tie Down Device USP See Anchor Fasteners 160% Qty Stock No. Footnotes Diameter To Studs 1=Lowest;10=Highest Deflection LTS20B 4 & 5 (1) 3/4-in ATR (10).148 x 1-1/2-in PAHD42 1 Embed (15).162 x 3-1/2-in LSTAD8 2 Embed (24).148 x 3-1/4-in Sinker LSTAD8RJ 2 & 3 Embed (24).148 x 3-1/4-in Sinker PA18 6 Embed (12).162 x 2-1/2-in PA18 4 Embed (12).162 x 3-1/2-in PHD2A 4 (1) 5/8-in ATR (6) WS HTT45 (Min) 4 (1) 5/8-in ATR (18).162 x 2-1/2-in or.148 x 3-in or HTT45 (Max) 4 (1) 5/8-in ATR (26).162 x 2-1/2-in or.148 x 3-in or STAD14 2 Embed (38).148 x 3-1/4-in Sinker STAD14RJ 2 & 3 Embed (38).148 x 3-1/4-in Sinker STAD8 2 Embed (24).148 x 3-1/4-in Sinker STAD8RJ 2 & 3 Embed (24).148 x 3-1/4-in Sinker STAD10 2 Embed (28).148 x 3-1/4-in Sinker STAD10RJ 2 & 3 Embed (28).148 x 3-1/4-in Sinker ) Minimum 2,500 psi concrete, single pour 1/2-in minimum from corner. For edge loads, refer to USP's Product Catalog. 2) Refer to USP's Product Catalog complete specification details. 3) RJ = Rim Joist Application. 4) The designer must specify anchor bolt type, length, and embedment. 5) Refer to USP's Product Catalog for minimum required bolt end distance. 6) Minimum 2,500 psi concrete. Minimum concrete edge distance 4-in. Minimum concrete block edge distance 20-in. The loads represented are based on a 3-in thick vertical member. ATR = All Thread Rod or Anchor Bolt. WS3 = 3-in Self-drilling wood screw (included) with connector Common Common or 16 Sinker (.162) = 16d Common Concrete Block Installation Concrete Block Installation USP See Anchor Fasteners Rim Joist 160% Qty Stock No. Footnotes Diameter To Rim Joist 1=Lowest;10=Highest Size TA51 1 & 2 Embed (10).162 x 2-1/2-in 1 2x TA51 1 & 2 Embed (14).162 x 2-1/2-in 1 2x TA51 1 & 2 Embed (16).162 x 2-1/2-in 1 2x TA71 1 & 2 Embed (10).162 x 2-1/2-in 2 2x TA71 1 & 2 Embed (14).162 x 2-1/2-in 2 2x TA71 1 & 2 Embed (16).162 x 2-1/2-in 2 2x14 1) Require a 6-in minimum embedment into concrete foundations. 2) Minimum of (9) 16d nails per strap is required to meet IRC R (.162) = 16d Install (1) #4 rebar in shear cone 30" min rebar length 12" min rebar length 1/2" min from corner Typical HPAHD22 single pour corner and endwall 12" min rebar length Double 2 x 10 rim joist Edge distance 1/2" min from corner Nailed portion CS Install (1) #4 rebar in shear cone 30" min rebar length Typical STAD14RJ corner rim joist 6" min. Typical TA
4 Shear Wall Tie Down Device USP See Anchor Fasteners 160% Qty Stock No. Footnotes Diameter To Studs 1=Lowest;10=Highest Deflection PHD2A 4 (1) 5/8-in ATR (6) WS HPAHD22 1 Embed (23).162 x 3-1/ STAD14 2 Embed (38).148 x 3-1/4-in Sinker STAD14RJ 2 & 3 Embed (38).148 x 3-1/4-in Sinker HTT45 (Min) 4 (1) 5/8-in ATR (18).162 x 2-1/2-in or.148 x 3-in or HTT45 (Max) 4 (1) 5/8-in ATR (26).162 x 2-1/2-in or.148 x 3-in or PHD4A 4 (1) 5/8-in ATR (10) WS PHD2A 4 (2) 5/8-in ATR (12) WS PHD5A 4 (1) 5/8-in ATR (14) WS PHD8 4 (1) 7/8-in ATR (24) WS HTT45 (Min) 4 (2) 5/8-in ATR (36).162 x 2-1/2-in or.148 x 3-in or HTT45 (Max) 4 (2) 5/8-in ATR (52).162 x 2-1/2-in or.148 x 3-in or UPHD8 4 (1) 7/8-in ATR (24) WS PHD4A 4 (2) 5/8-in ATR (20) WS PHD5A 4 (2) 5/8-in ATR (28) WS UPHD11 4 (1) 1-in ATR (24) WS UPHD14 4 (1) 1-in ATR (30) WS UPHD8 4 (2) 7/8-in ATR (48) WS UPHD11 4 (2) 1-in ATR (48) WS UPHD14 4 (2) 1-in ATR (60) WS ) Minimum 2,500 psi concrete, single pour 1/2-in minimum from corner. For edge loads, refer to USP's Product Catalog. 2) Refer to USP's Product Catalog complete specification details. 3) RJ = Rim Joist Application. 4) The designer must specify anchor bolt type, length, and embedment. ATR = All Thread Rod or Anchor Bolt. WS3 = 3-in Self drilling wood screw (included) with connector (.162) = 16d Typical HTT45 Typical PHD5A Typical UPHD
5 Truss/Rafter to to Double Plate Installation USP See 160% Qty Stock No. Footnote To Plates To Truss/Rafter 1=Lowest;10=Highest RT15 -- (5).131 x 1-1/2-in (5).131 x 1-1/2-in RT5 -- (4).131 x 1-1/2-in (4).131 x 1-1/2-in RT7 -- (5).131 x 1-1/2-in (5).131 x 1-1/2-in RT7A -- (5).131 x 1-1/2-in (5).131 x 1-1/2-in RT8A -- (5).148 x 1-1/2-in (5).148 x 1-1/2-in RT5 1 (8).131 x 1-1/2-in (8).131 x 1-1/2-in RT (8).131 x 1-1/2-in (8).131 x 1-1/2-in RT7 1 (10).131 x 1-1/2-in (10).131 x 1-1/2-in RT7A 1 (10).131 x 1-1/2-in (10).131 x 1-1/2-in RT16A 2 (8).148 x 1-1/2-in (9).148 x 1-1/2-in RT8A 1 (10).148 x 1-1/2-in (10).148 x 1-1/2-in 7 1) Install diagonally across plate from each other, to achieve twice to achieve twice the load (using identical anchors). See detail. 2) For 2 Ply Rafter or Truss. Truss/Rafter to Double Plate Stud Installation Typical RT5 double plate Typical RT7 double plate Typical RT7A double plate Typical RT16-2 double plate Wall Top Plate Install diagonally across from each other for minimum 1-1/2" truss/rafter. Nailing into both sides of a single ply 2x truss/rafter may cause damages in wood. Anchor to achieve twice the load (using two identical anchors.)
6 Truss/Rafter to to Double Plate Stud Installation USP See 160% Qty Stock No. Footnotes To Plates/Stud To Truss/Rafter Stud 1=Lowest;10=Highest LTW12 1 (6).148 x 1-1/2-in (6).148 x 1-1/2-in MTW12 1 (7).148 x 1-1/2-in (7).148 x 1-1/2-in RT20 -- (4).148 x 1-1/2-in (9).148 x 1-1/2-in (9).148 x 1-1/2-in HTW20 1 (12).148 x 1-1/2-in (12).148 x 1-1/2-in LTW12 1 (12).148 x 1-1/2-in (12).148 x 1-1/2-in MTW12 1 (14).148 x 1-1/2-in (14).148 x 1-1/2-in HTW20 1 (24).148 x 1-1/2-in (24).148 x 1-1/2-in ) Fasteners shall be distributed equally on each end of connection. Typical LTW12 / MTW12 Typical RT20 double Girder Tiedowns Downs 2 Ply or > truss-to-top plate plate to stud USP See 160% Qty Stock No. Footnotes To Plates To Truss/Rafter Stud 1=Lowest;10=Highest LUGT2 -- (2).148 x 3-in (16).148 x 3-in (14).148 x 3-in LUGT3 -- (4).148 x 3-1/4-in (12) WS25 (24).148 x 3-1/4-in LUGT4 -- (5).148 x 3-1/4-in (16) WS3 (32).148 x 3-1/4-in MUGT15 1 (1) 5/8-in Threaded Rod (22).148 x 3-in pair RUSC 2 2 & (16) WS3 (16) WS HUGT2 (2 Ply) 4 (2) 5/8-in Threaded Rod (8).148 x 3-in (2) HTT HUGT3 (3 Ply) 4 (2) 5/8-in Threaded Rod (8).148 x 3-in (2) HTT HUGT4 (4 Ply) 4 (2) 5/8-in Threaded Rod (8).148 x 3-in (2) HTT5 6 1) For wood-to-wood, install with PHD2A underside of top plate with 5/8-in threaded rod. 2) The RUSC shall be installed in pairs. 3) Bolts shall conform to ASTM A 307 or better. 4) For wood-to-wood, install with (2) HTT45 each side of stud. 5) WS25 and WS3 are self-drilling structural wood screws and are supplied with connector. Typical RUSC Typical LUGT3 (LUGT4 similar) Typical LUGT2
7 Header to Studs USP See Min. Total 160% Qty Stock No. Footnotes Header Fasteners 1=Lowest;10=Highest LSTA in (10).148 x 3-in MSTA in (10).148 x 3-in (1) 12-in Piece RS in (8).148 x 3-in (1) 18-in Piece RS in (10).148 x 3-in (1) 24-in Piece RS in (12).148 x 3-in LSTA in (14).148 x 3-in LSTA in (16).148 x 3-in MSTA in (14).148 x 3-in MSTA in (16).148 x 3-in LSTA in (20).148 x 3-in MSTA in (20).148 x 3-in (2) 18-in Pieces RS150 1 & in (20).148 x 3-in (2) 24-in Pieces RS150 1 & in (24).148 x 3-in LSTA in (28).148 x 3-in LSTA in (32).148 x 3-in MSTA in (28).148 x 3-in MSTA in (32).148 x 3-in 10 1) RS gauge, 150-ft coil strapping length. 2) Install diagonally across plate from each other, to achieve twice the load (using identical anchors). See detail. RT7A SPT4 LSTA12 RT15 RT7A SPTH4 RT10 MSTA12 RT3A LSTA/MSTA 9" LSTA/MSTA 12" LSTA/MSTA 15" LSTA/MSTA 18" LSTA/MSTA 21" LSTA/MSTA 24" LSTA/MSTA 30" LSTA/MSTA 36" MSTA 48" (similar) LSTA/MSTA 1-1/4" RT3A Wall Top Plate PHD8 HPAHD22 FA4-TZ USP STB series Window/Door Opening ST1-TZ Install diagonally across from each other for minimum 1-1/2" truss/rafter. Nailing into both sides of a single ply 2x truss/rafter may cause damages in wood. Anchor to achieve twice the load (using two identical anchors.)
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