Page 122 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

123 Glulam Beam Connectors TOP FLANGE HANGERS GLULAM BEAM Joist or Purlin Size Model No. Ga Dimensions Fasteners Allowable Loads W H B TF Header Joist Uplift (133) Uplift (160) Floor (100) Snow (115) Roof Code Ref. (125) 3 LAM 3 LAM GLT3 7 3 7 MIN 5 2 10-N54A 6-N54A 1455 1745 8165 8165 8165 HGLT3 7 3 7 MIN 6 2 18-N54A 6-N54A 1455 1745 11590 11755 11865 GLS3-5 8 7 3 8 MIN 5 5 6-N54A 6-N54A 1455 1745 9790 9965 10080 GLST3-5 8 7 3 9 MIN 6 5 6-N54A 6-N54A 1455 1745 12465 12630 12740 GLS3-7 8 7 3 8 MIN 5 6 6-N54A 6-N54A 1455 1745 9840 10005 10115 GLST3-7 8 7 3 9 MIN 6 6 6-N54A 6-N54A 1455 1745 12465 12630 12740 GLS3-9 8 7 3 8 MIN 5 8 6-N54A 6-N54A 1455 1745 9840 10005 10115 GLST3-9 8 7 3 9 MIN 6 8 6-N54A 6-N54A 1455 1745 12465 12630 12740 HW3.25 11 3 5 MIN 4 2 4-10d 2-10d 5285 5285 5285 HHB3 7 3 7 MIN 3 2 10-N54A 6-N54A 1455 1745 6105 6235 6235 GB3 7 3 7 MIN 3 2 14-N54A 6-N54A 1455 1745 7215 7380 7490 HU3.25/12TF 12 3 12 2 2 16-16d 6-10d 935 1125 4310 4335 4335 HU3.25/16.5TF 12 3 16 2 2 20-16d 8-10d 1250 1500 4860 5275 5545 GLTV4 7 3 5 2 10-16d 6-16d 1370 1640 HGLTV4 7 3 7 6 2 18-16d 6-16d 1370 1640 5 LAM 5 LAM GLT5 7 5 7 MIN MIN 7 MIN GLTV6 7 5 5 2 10-16d 6-16d 1370 1640 HGLTV6 7 5 7 6 2 18-16d 6-16d 1370 1640 MIN 7 MIN GLTV7.12 7 7 5 2 10-16d 6-16d 1370 1640 HGLTV7.12 7 7 7 6 2 18-16d 6-16d 1370 1640 MIN 7 MIN 5 2 10-N54A 6-N54A 1455 1745 HGLT5 7 5 7 MIN 6 2 18-N54A 6-N54A 1455 1745 11930 12455 12750 GLS5-5 8 7 5 8 MIN 5 5 6-N54A 6-N54A 1455 1745 13080 13080 13080 GLST5-5 8 7 5 9 MIN 6 5 6-N54A 6-N54A 1455 1745 14685 14685 14685 GLS5-7 8 7 5 8 MIN 5 6 6-N54A 6-N54A 1455 1745 13080 13080 13080 GLST5-7 8 7 5 9 MIN 6 6 6-N54A 6-N54A 1455 1745 14685 14685 14685 HGLS5 8 7 5 10 MIN 6 SPEC 14-N54A 8-N54A 1940 2330 16835 16835 16835 HGLST5 8 7 5 10 MIN 6 SPEC 14-N54A 8-N54A 1940 2330 16835 16835 16835 HW5.25 11 5 5 MIN 2 2 4-10d 2-10d 5285 5285 5285 HHB5 7 5 7 MIN 3 2 10-N54A 6-N54A 1455 1745 6105 6235 6235 GB5 7 5 7 MIN 3 2 14-N54A 6-N54A 1455 1745 7370 7640 8005 HGB5 7 5 7 MIN 4 2 14-N54A 6-N54A 1455 1745 7885 8265 8520 HU5.25/12TF 12 5 12 2 2 16-16d 6-16d 1105 1325 4310 4335 4335 HU5.25/16.5TF 12 5 16 2 2 20-16d 8-16d 1470 1765 4860 5275 7000 8665 7000 8665 5550 6 LAM 7 LAM HHB7 7 6 7 MIN 3 2 10-N54A 6-N54A 1455 1745 6105 6235 6235 GB7 7 6 7 MIN 3 2 14-N54A 6-N54A 1455 1745 7370 7750 8005 HGB7 7 6 7 MIN 4 2 14-N54A 6-N54A 1455 1745 7885 8265 8520 GLT7 7 6 7 MIN 5 2 10-N54A 6-N54A 1455 1745 HGLT7 7 6 7 MIN 6 2 18-N54A 6-N54A 1455 1745 11930 12455 12750 GLS7-7 8 7 6 8 MIN 5 6 6-N54A 6-N54A 1455 1745 14040 14040 14040 GLST7-7 8 7 6 9 MIN 6 6 6-N54A 6-N54A 1455 1745 14685 14685 14685 GLS7-9 8 7 6 8 MIN 5 8 6-N54A 6-N54A 1455 1745 14040 14040 14040 GLST7-9 8 7 6 9 MIN 6 8 6-N54A 6-N54A 1455 1745 14685 14685 14685 HGLS7 8 7 6 10 MIN 6 SPEC 14-N54A 8-N54A 1940 2330 16835 16835 16835 HGLST7 8 7 6 10 MIN 6 SPEC 14-N54A 8-N54A 1940 2330 16835 16835 16835 8 LAM HGLT9 7 8 7 MIN 6 2 18-N54A 6-N54A 1455 1745 12750 12750 12750 HGLS9 8 7 8 10 MIN 6 SPEC 14-N54A 8-N54A 1940 2330 16835 16835 16835 HGLST9 8 7 8 10 MIN 6 SPEC 14-N54A 8-N54A 1940 2330 16835 16835 16835 8165 8165 8165 8165 8165 8165 26, 83, 124 26, 124 26 26, 83, 124 26, 83, 124 170 26, 83, 124 26, 83, 124 26, 83, 124 7000 8665 7000 8665 7000 8665 7000 8665 7000 8665 7000 8665 7000 8665 160 160 1. N54A fasteners are supplied with hangers. 2. Roof loads are 125% of floor loads unless limited by other criteria. 3. Uplift loads have been increased 33% and 60% for earthquake or wind loading with no further increase allowed. Divide by 1.33 and 1.60 for normal loading such as in cantilever construction. 4. GLT, HGLT, GLS, HGLS uplift loads only apply when H is 28 or less. 5. Allowable loads for glulam sizes are based on 560 psi wood bearing. 6. Maximum allowable horizontal load for the GLST/HGLST is 13080 lbs (133) and 14580 lbs (160). Load is horizontal across the supporting member and independent of vertical loads and includes a 33% and 60% increase for earthquake or wind loading with no further increase allowed. 7. Min H is the minimum H dimension that may be specified. 8. GLS, GLST, HGLS and HGLST loads must be distributed evenly on each side of the header, as they are saddle-style hangers. Loads shown are for each stirrup. 9. GLS, GLST, HGLS, HGLST fasteners listed are for one side only. Fasteners supplied are for both sides of the saddle. 10. SPEC: Specify the header dimensions for the saddle hangers. ( S dimension is illustrated on page 122.) 11. NAILS: 16d 0.162" dia. x 3 long, 10d 0.148" dia. x 3" long, N54A 0.250" dia. x 2 long annular ring. See page 16-17 for other nail sizes and information. CODES: See page 12 for Code Listing Key Chart.

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