Page 27 of Wood Construction Connectors 2006 Catalog by Simpson Strong-Tie

FINISH: Simpson gray paint INSTALLATION: Use all specified fasteners. See General Notes. Bolt holes shall be a minimum of to a maximum of larger than the bolt diameter (per the 2001 NDS, section 11.1.2.). Check the rebar spacing requirements on all installations. OPTIONS: Sawn timber and other sizes may be ordered by specifying special dimensions; use the letter designations shown on the illustrations. Specify if two-bolt GLB model is desired; see illustration. CODES: See page 12 for Code Listing Key Chart. Model No. Dimensions Allowable Bearing Loads (lbs) 1,2,8 W 6 PD PW PT Masonry @ 195 psi Wood F c on Glulam Width 5 3 6 8 10 HGLBA 3 to 9 5 10 2 HGLBB 3 to 9 6 10 2 HGLBC 3 to 9 7 10 2 HGLBD 3 to 9 8 10 2 20, 80, 124 GLBT512 3 to 11 5 12 2 GLBT612 3 to 11 6 12 2 GLBT516 3 to 15 5 16 2 GLBT616 3 to 15 6 16 2 GLBT520 3 to 19 5 20 2 GLBT620 3 to 19 6 20 2 24500 29400 34300 39200 25725 31850 25725 31850 25725 31850 18900 22680 26460 30240 19845 24570 19845 24570 19845 24570 14350 17220 20090 22960 15070 18655 15070 18655 15070 18655 19500 23400 27300 31200 24570 30420 32760 40560 40950 50700 9750 11700 13650 15600 12285 15210 16380 20280 20475 25350 8750 10500 12250 14000 9190 11375 9190 11375 9190 11375 8260 8260 8260 8260 8260 8260 8260 8260 8260 8260 31605 39130 31605 39130 31605 39130 Masonry @ 390 psi Code Ref. Bolts Allowable Horizontal Bolt Loads 3,4 (lbs) 1. Allowable masonry bearing loads based on f'm of 1,500 psi. Wood bearing based on 560 psi. 2. When installed on masonry, use the lesser of the masonry or the wood allowable load values. When installed on concrete, a minimum f'c 2000 psi shall be used and use the wood values as the limiting allowable bearing load values. 3. Allowable horizontal loads are bolt values and include a 33% increase for earthquake or wind loading. Loads must be reduced if stresses in masonry or concrete are limiting. 4. Beams must fully bear on base plate. 5. The GLBT5 has a WT4x9 structural tee; the GLBT6 has a WT4x12 structural tee. 6. Specify W dimension when ordering. 7. For 2003 International Building Code loads: Masonry 195 psi values are not applicable and Masonry 390 psi values shall be reduced by 0.96. GLBT GLB HGLB Typical GLB Installation Model No. Dimensions Allowable Bearing Loads (lbs) 1,2 W PD PW PT Masonry @ 195 psi Masonry @ 390 psi Wood Fc GLB5A 5 5 7 3 ga 1 GLB5B 5 6 7 1 GLB5C 5 7 7 1 GLB5D 5 8 7 1 GLB7A 6 5 9 3 ga 1 GLB7B 6 6 9 1 GLB7C 6 7 9 1 GLB7D 6 8 9 6825 8190 9555 10920 8775 10530 12285 14040 13650 16380 19110 21840 17550 21060 24570 28080 14350 17220 20090 22960 14350 17220 20090 22960 1 20, 80, 124 Code Ref. Bolts 1.Allowable masonry bearing loads based on f'm of 1,500 psi. Wood bearing based on 560 psi. 2.When installed on masonry, use the lesser of the masonry or the wood allowable load values. When installed on concrete, a minimum f'c 2000 psi shall be used and use the wood values as the limiting allowable bearing load values. 28 GLB/HGLB/GLBT Beam Seats Concrete Connectors

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