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<br /> Simpson Strong-Tie®Wood Construction Connectors SIMPS. ON
<br /> CCQ/ECCQ
<br /> Column Caps (cont.)
<br /> ''r These products are available with additional corrosion protection.For more information,see p.18.
<br /> Dimensions(in.) No.of Allowable Loads(DF/SP)
<br /> Model Beam 1/a x 21/2 CCQ ECCQ CCOQ/ECCOQ
<br /> Code
<br /> L SDS Model No.
<br /> No. Width Wi W2 H Screws8 Uplift Down Uplift Down Ref.
<br /> (No Legs)
<br /> CCQ ECCQ Beam Post (160) (100) (160) (100)
<br /> D CCQ3-4SDS2.5 31/e" 31/4 35/8 11 81 7 16 14 5,680 16,980 3,695 6,125 CCOQ3-SDS2.5
<br /> Fa CC03-6SDS2.5 31/8" 31/4 51/ 11 81/2 7 16 14 5,680 19,250 3,695 9,625 112 ECCOQ3-SDS2.5
<br /> cn
<br /> al CCQ44SDS2.5 4x 3% 3% 11 81/2 7 16 14 5,680 19,020 4,040 7,655 L4, w
<br /> ED CCQ46SDS2.5 4x 35/8 51/2 11 81/2 7 16 14 7,145 24,065 4,040 12,030 FL 000Q4-SDS2.5 u)
<br /> ECCOQ4-SDS2.5
<br /> to CCQ48SDS2.5 4x 3% 712 11 81 7 16 14 7,145 24,065 4,040 16,405
<br /> ll CCQ4.62-3.62SDS 41 " 4% 35/e 11 81 7 16 14 5,680 19,020 4,040 7,655 C
<br /> CCQ4.62-4.62SDS 4 " 4% 4% 11 81/2 7 16 14 5,680 24,450 4,040 9,845 170 CCOQ4.62-SDS2.5 OS1/2
<br /> ECC004.62-SDS2.5 N
<br /> CCQ4.62-5.50SDS 41/2" 4% 51/2 11 81/2 7 16 14 7,145 28,585 4,040 12,030 m
<br /> CCQ5-4S0S2.5 51/e" 51/4 3% 11 81/2 7 16 14 5,680 26,635 4,040 10,045 0
<br /> Ea CCQ5-6SDS2.5 51/e" 51/4 51/2 11 81/2 7 16 14 7,245 28,190 5,535 15,785 CCOQ5-SDS2.5
<br /> al CCO5-8SDS2.5 51/2" 51/4 71/211 81/27 16 14 7,245 31,570 5,535 21,525 112,
<br /> ECCOQ5-SDS2.5
<br /> L4,
<br /> El CCQ64SDS2.5 6x 51/2 3% 11 81/2 7 16 14 5,680 28,585 4,040 12,030 FL
<br /> 0 CCQ66SDS2.5 6x 51/2 51/2 11 8Y2 7 16 14 7,145 30,250 4,040 18,905 CCOQ6-SDS2.5
<br /> al CC068SDS2.5 6x 51/2 71/2 11 81/2 7 16 14 7,145 37,815 4,040 25,780 ECCOQ6-SDS2.5
<br /> CCQ6-7.13SDS2.5 6x 51/ 71/e 11 81/2 7 16 14 7,145 37,815 4,040 24,490 160
<br /> E CCQ74SDS2.5 63/4" 67/e 3% 11 81 7 16 14 5,680 33,490 4,040 13,230
<br /> CCQ76SDS2.5 63/4" 6r/8 51/2 11 81/2 7 16 14 7,245 37,125 5,535 20,790 112, C0007-SDS2.5
<br /> CCQ77SDS2.5 63/4" 67/8 6% 11 81/2 7 16 14 7,245 41,580 5,535 25,515 FL E00007-SD92.5
<br /> • CCQ78SDS2.5 63/4" 67/8 71/2 11 81 7 16 14 7,245 41,580 5,535 28,350
<br /> gal CCQ7.1-4SDS2.5 7" 71/e 3% 11 81/2 7 16 14 5,680 34,730 4,040 18,375
<br /> al CCQ7.1-6SDS2.5 7" 71/e 51/2 11 81/2 7 16 14 7,245 38,500 5,535 28,875 CCOQ7.12-SDS2.5
<br /> ; CCQ7.1-7.1SDS2.5 7" 71/e 71/e 11 81/2 7 16 14 7,245 57,750 5,535 36,750 160 ECCOQ7.12-SDS2.5
<br /> CCQ7.1-8S0S2.5 7" 71/8 71/2 11 81/2 7 16 14 7,245 52,500 5,535 39,375
<br /> 0C084SDS2.5 8x 71/2 11 8Y2 7 16 14 7,245 35.969 5.535 17,604
<br /> al CCQ86SDS2.5 8x 71/2 51/2 11 81/2 7 16 14 7,245 41,250 5,535 25,780 CC008-SDS2.5
<br /> 112, ECCO08-SDS2.5
<br /> � CCQ88SDS2.5 8x 71/2 71/ 11 81 7 16 14 7,245 51,565 5,535 35,155 1.4,FL
<br /> z CCQ94SDS2.5 83/4" 87/e 3% 11 81 7 16 14 7,245 35,969 5,535 18,309 160
<br /> z CCQ96SDS2.5 83/a" 8% 51 11 81 7 16 14 7,245 48,125 5,535 26,950 CC009-SDS2.5
<br /> ECCOQ9-SDS2.5
<br /> o \ CCQ98SDS2.5 83/4" 8% 71/2 11 81/2 7 16 14 7,245 53,900 5,535 36,750 112,
<br /> L4,
<br /> o
<br /> Lu \ CCQ106SDS2.5 10x 91/2 51 11 81 7 16 14 7,245 52,250 5,535 32,655 FL CC0010-SDS2.5
<br /> ~ ECCOQ10-SDS2.5
<br /> o
<br /> z
<br /> 1. Uplift loads have been increased for wind or earthquake with no further increase allowed;reduce where other loads govern.
<br /> : 2. Down loads may not be increased for short-term loading and shall not exceed the post capacity.
<br /> z See pp.383-385 for common post allowable loads.
<br /> 0
<br /> cn a 3. Uplift loads do not apply to splice conditions.
<br /> 4. Spliced conditions must be detailed by the Designer to transfer tension loads between spliced members by means
<br /> other than the column cap.
<br /> 0 5. Column sides are assumed to be aligned in the same vertical plane as the beam sides.CCQ4.62 models
<br /> ® assume a minimum 31/2"-wide post.
<br /> N 6. Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers.
<br /> i j Values in the tables reflect installation into the wide face.See technical bulletin T-C-SCLCLM at strongtie.com for values
<br /> o on the narrow face(edge).
<br /> 7. ECCQ uses 14 Strong-Drive' SDS Heavy-Duty Connector screws into the beam and 14 Strong-Drive SDS Heavy-Duty
<br /> Connector screws into the post.
<br /> 8. Beam depth must be a minimum 7".
<br /> 9. For 51/4"-engineered lumber,use 51/2"models.
<br /> 10.CCOQ and ECCOQ welded to steel column will achieve maximum load listed as CCQ and ECCQ.
<br /> Steel column width shall match beam width.Weld by Designer.
<br /> S31 113
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