Page 137 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

SIMPSON Strong-Tie Typical THGB2 Installation Model No. Width (W) Fasteners Length of Fastener in Carrying Member Doug-Fir/So. Pine Allowable Loads Spruce-Pine-Fir Allowable Loads Carried Member Carrying Member Uplift 1 (133/160) Floor (100) Snow (115) Roof (125) Wind (133) Uplift 1 (133/160) Floor (100) Snow (115) Roof (125) Wind (133) THGB2 3 10-10d 2- MB 4- MB 8010 6650 3 5655 6505 7070 7540 4800 5520 6000 6400 4 6235 7170 7795 8315 5775 6640 7220 7235 6 6235 7170 7795 8315 5775 6640 7220 7235 THGB2 3 8010 6650 3 6385 7340 7980 8510 5550 6380 6935 7200 4 6385 7340 7980 8510 5550 6380 6935 7200 6 6385 7340 7980 8510 5550 6380 6935 7200 THGBH2 3 8- MB 8010 6650 3 10010 10010 10010 10010 7745 7950 8090 8200 4 10010 10010 10010 10010 7745 7950 8090 8200 6 10010 10010 10010 10010 7745 7950 8090 8200 THGB3 4 4- MB 3 5655 6505 7070 7540 4800 5520 6000 6400 4 6235 7170 7795 8315 5775 6640 7220 7235 6 6230 7165 7795 8315 5775 6640 7220 7235 THGB3 4 19-SDS x3 2 19-SDS x3 2 8010 6650 3 6385 7340 7980 8510 5550 6380 6935 7200 4 6385 7340 7980 8510 5550 6380 6935 7200 6 6385 7340 7980 8510 5550 6380 6935 7200 THGBH3 4 8- MB 8010 6650 3 10010 10010 10010 10010 8310 8310 8310 8310 160 4 12000 12000 12000 12000 9960 9960 9960 9960 6 12335 12335 12335 12335 10240 10240 10240 10240 THGBH4 6 4- MB 3 3 5655 6505 7070 7540 4800 5520 6000 6400 4 6235 7170 7795 8315 5775 6640 7220 7235 6 6235 7170 7795 8315 5775 6640 7220 7235 THGBH4 6 6- MB 3 8010 6650 3 8410 9565 9565 9565 7135 7940 7940 7940 4 9310 9565 9565 9565 7940 7940 7940 7940 6 9280 9565 9565 9565 7940 7940 7940 7940 THGBH4 6 8- MB 8010 6650 3 10010 10010 10010 10010 8310 8310 8310 8310 4 12425 14050 14050 14050 11510 11660 11660 11660 6 12425 14050 14050 14050 11510 11660 11660 11660 THGW3-3 4 THGW3-4 4 4 8- MB 4 8010 21830 21830 21830 21830 6650 18120 18120 18120 18120 6 21830 21830 21830 21830 18120 18120 18120 18120 THGW4-3 4 THGW4-4 4 6 8- MB 4 8010 24165 24165 24165 24165 6650 20055 20055 20055 20055 6 24165 24165 24165 24165 20055 20055 20055 20055 10-10d 2- MB 10-10d 2- MB 10-10d 2- MB 10-10d 2- MB 10-10d 2- MB 10-10d 2- MB 10-10d 2- MB 10-10d 2- MB 10-10d 2- MB 10-10d 2- MB 7540 6400 8010 6650 7540 6400 8010 6650 7540 6400 Code Ref. 1. Allowable loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed; reduce where other loads govern. A 2 ply minimum truss is required. When using 10-10d nails only for carried member, uplift is 1960 lbs for Doug-Fir/So. Pine and 1625 lbs for Spruce-Pine-Fir. 2. SDS X3 must have a minimum 2 ply member. 3. Bolts must be installed symmetrically when using less than 8 bolts on the 8-bolt backplate. 4. Loads for THGW models are based on end grain bearing. 5. Minimum fasteners 10-10d will achieve the down loads and the corresponding uplift (see footnote 1). To achieve maximum uplift, install nails and bolts listed in the table. 6. Wind (133) is a download rating. 7. NAILS: 10d 0.148" dia. x 3" long. See page 16-17 for other nail sizes and information. THGW3 U.S. Patent 6,230,466 Typical THGW3 Installation THGBH3 (THGBH2 THGBH4 similar) Two models offer higher design load values and optional installation with the SDS Strong-Drive screw. MATERIAL: 3 gauge FINISH: Simpson gray paint. INSTALLATION: Use all specified fasteners. See General Notes. All multiple members must be fastened together to act as a single unit. Maximum 11 bottom chord in the carrying member to allow for the minimum bolt end distance. See page 20 for SDS screws. For optional installations see page 188. CODES: See page 12 for Code Listing Key Chart. THGB2 (THGB3 similar) 138 Plated Truss Connectors THGB/THGBH/THGW Truss Girder Hangers

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