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I
<br /> Simpson Strong-Tie"Wood Construction Connectors SIMPSON
<br /> I CB
<br /> Column Base (cont.)
<br /> IThese products are available with additional corrosion For stainless-steel
<br /> protection.For more information,see p.15. czy fasteners,see p.21.
<br /> I
<br /> Nominal
<br /> Dimensions Column Allowable Uplift Loads
<br /> (in.) Fasteners DF/SP/SPF/HF{160) a
<br /> t4
<br /> Model CodColumn ` Machine Bolts Wind and SOC A&B SDC C-F Ref.
<br /> U
<br /> Size if
<br /> Wi Wz Dia.
<br /> I Qty. (in) Uncracked Cracked Uncracked Cracked
<br /> C644 4x4 39 ' 38/e 2 s/e 6,445 4,510 5,640 3,945 C))
<br /> d CB46 4x6 3946 5' 2 I 3 6,445 4,510 5,640 3,945 IBC,FL,LA mrn
<br /> CB48 4x8 39 6 : 71/2 2 s/e 6,445 4,510 5,640 3,945
<br /> I CB5-4.5 Glulam 4' I 5'/ 2 I s/e 6445 4,510 5640 3945 NI
<br /> 085-6 Glulam 6 I 51/6 2 I % 6445 4.510 5640 3945 -
<br /> I
<br /> i CB64 6x4 51/2 36)46 2 5/e 6,445 4,510 5,640 3,945
<br /> CB66 6x6 5Y2 5vz 2 I % 6,445 4,510 5,640 3,945 IBC,FL,LA
<br /> CB6-7 6x 51/2 7 2 3/3 6,445 4,510 5,640 3,945 -
<br /> CB68 6x8 51/z ph2 I 6/e 6,445 4.510 5,640 3,945 IBC,FL,LA
<br /> 08610 6x.10 5'/s 9'/z 2 s/s 6,445 4,510 5,640 3,945
<br /> CB612 i 6x12 51/2 I 111/2 2 i s 6.445 4.510 5,640 3,945
<br /> E CB7 1/8-4 1 PSL 71/2 l 31/2 2 �a 6445 4,510 5640 3945
<br /> CB71/8 6 PSL 71/451/a 2 f 3/4 6445 4,510 5640 3945
<br /> CB71/8-7 PSL 71/2 1 7 2 I 3/4 6445 4,510 5640 3945
<br /> CB7-6 Glulam 6 I 63/4 2 I
<br /> 'y4 6445 4,510 5640 3945
<br /> CB7-7.5 Glulam 71/2 63/4 2 ' 3/4 6445 4,510 5640 3945
<br /> I 087-9 Glulam 9 63/4 2 I 34 6445 4,510 5640 3945
<br /> CB7-10.5 Glulam 101/2 I 63/4 2 II 3/4 6445; 4;510, 5640, 3945
<br /> CB86 8x6 7'/z 5'h 2 2/46445 4510 5640 3,945
<br /> CB88 8x8 71/2 i 7' 2 i 3/4 6,445 4,510 5,640 3,945
<br /> I z 0 ' 0B810 8x10 71 I 9' 2 1 3/4 6.445 4,510 5,640 3,945
<br /> CB812 8x12 71/2 I 111/2 2 1 3/4 6,445 4,510 5.640 3,945
<br /> o ‘ ! CB9-6 Glulam 6 83/4 2 V4 6445 4,510 5640 3945
<br /> U
<br /> CB9-7.5 Glulam 71h ! 83/4 2 3/4 6445 4,510 5640 3945
<br /> z CB9-9 Glulam 9 . 83/4 2 3/4 6445 4,510 5640 3945
<br /> 1 \ I CB9-10.5 Glulam 101/2 83! 2 1 3/4 6445 4,510 5640 3945
<br /> z
<br /> a ' CB1010 10x10 91/2 9'h 2 j 3/4 6,445 4,510 5.640 3,945
<br /> 03
<br /> CB1012 10x12 912 111 2 1 3/4 6,445 4,510 5.640 3,945
<br /> o M ' CB1212 12x12 11 Y2 j 111/2 2 % 6,445 4,510 5,640 3,945
<br /> c L '.Loads may not be increased for duration of load.
<br /> I g 2.Concrete shall have a minimum compressive strength of f'c=2,500 psi.
<br /> 0.To obtain LRFD vatueo,multiply tipy ASD seismic ioao..$u.e>by I.4 and wind (,ad
<br /> values by 1.67(1.6 for 2 ea
<br /> 0.
<br /> 4.In accordance with IBC,Section 1613.1,detached one-and two-family dwellings in Seismic Design Category(SDC)C
<br /> may use"Wind and SDC A&B"allowable loads.
<br /> 5.Downloads shall be reduced where limited by capacity of the post.
<br /> 6.Designer is responsible for concrete design.
<br /> I
<br /> I
<br /> I 71 79
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