3415 BELL AVE 2017-05-15 - Laserfiche WebLink

Caps&Bases `,, ,�< r ,. :�� ,. �n .,-„ � - • CCQIECCQColumn `*1 ERP& This product Is preferable to similar connectors because of Wv a)easier installation,b)higher loads,c)lower installed cost, A L� yVi � L or a combination of these features. ° • . '4•...•'�" I Column caps provide ahigh-capacity connection for column-beam combinations.This design uses Simpson Strong-Tie®Strong-Drive®SDS Heavy-Duty Connector screws to provide faster installation and provides a greater net section area of the column compared to bolts.The SDS screws provide for a lower profile °y. compared to standard through bolts. ' sr MATERIAL:CC03,ECCQ3,CCQ4,CCQ4.62,ECC04,ECC04.62,CCQ6, e r ECC06-7 gauge;all others-3 gauge f- FINISH:Simpson Strong-Tie®gray paint,available in HDG; CCOQ and ECCOQ-no coating INSTALLATION: = .a • w •Install'/4"x2'/z'Strong-Drive SDS Heavy-Duty Connector screws,which are 4: m provided with the column cap.(Lag screws will not achieve the same load.) e"a •CCOQ and ECCOQ column cap only(no straps)may be ordered for `` m W2 field-welding to pipe or other columns.Dimensions are same as 2S� CCQ and ECCQ. ' C •For rough cut lumber sizes,provide dimensions.An optional W2 ECCQ46SDS2.5 CGQ46SDS2.5 e; dimension may be specified with any column size given.(Note that the W2 dimension on straps rotated 90°is limited by the Wt dimension.) OPTIONS: 41 •For end conditions,specify ECCQ. •Straps may be rotated 90°where W1>_W2 and for CCQ5-6. Optional CCQ7�; CODES:See page 12 for Code Reference Key Chart with straps ----- --- rotated 90° These products are available with additional corrosion protection.Additional products on vj this page may also be available with this option,check with Simpson Strong-Tie for details. n Dimensions No.of, Allowable Loads(DF/SP) `fit CCOQ/ECCOQ r + Model Beam '/:'x2'/Z'SDS CCQ . ECCQ .: . Code Model No. '1 No. Width W1 Wz L H Screws Uplift Down Uplift _Down Ref. (No Legs) CCQ ECCQ Beam Past .(160) (100)'. (160) :(100) CCQ3-4SDS2.5 3% 3'/4 35h 11 8'/z 71 16 14 5680 16980 3695 6125 CCO03-SDS2.5 CCQ3-6SDS2.5 3'/a 1 3'/4 5'/z 11 8'/z 7 16 14 5680 19250 3595 9625 112ECCOQ3-SDS2.5 CCQ44SDS2.5 4x 3% 1 3% 11 8'/z 7 16 14 5680, 19020 4046: 7656 L4, CCQ46SDS2.5 4x 35h 5'/z 11 8'/z 7 16 14 7145 24065 ..4040' .12030' F11 CCOQ4-SDS2.5 ECCOQ4-SDS2.5 CCQ48SDS2.5 4x 3 M 7'/z 11 8'/z 7 16 14 7145 ,24065 4040 16405 CC04.62-3,62SDS 4'/z 4% 35/° 11 8'/z 7 16 14 5680 19020 4040 7655 CC04.62-4.62SDS 4'/z 4% 45/a 11 8'/2 7 16 14 5680 24450 4040 9845 170 CCOQ4.62-SDS2.5 , ECC004.62-SDS2.5 � CCQ4.62-5.50SDS 4'/z 4% 5'/z 11 1 8'/z 17 16 14 7145 28585 4040 12030 CCQ5-4SDS2.5 5'h 5'/4 3%s 11 8'/z 7 16 14 5680 26635 4040`.10045 CCOQ5-SDS2.5 CCO04-SDS2.5 CCQ5-6SDS2.5 5'/a 51/4 5'/z 11 1 8'/2. 17 16 14 72451 28190 5535 157851 ECCOQ5-SDS2.5 CCQ5-8SDS2.5 5'/e 5'/< 71/211 8'/z 7 i6 14 2245. 31570 5535: 21525' 112' CC064SDS2.5 6x 5'/z 35/a 11 8'/z 7 16 14 5680 28585 4040 12030 F11 Fi i o CCQ66SDS2.5 6x 5'/z 5'/z 11 8'/z 7 16 14 7145 30250 4040 118905 CCOQ6-SDS2.5 CCQ68SDS2.5 6x 5'h 7'/z 11 8%2 7 16 14 7145 37815 4040 25780 ECCOQ6 SDS2.5 0 a CC06-7.13SDS2.5 6x 5'h 7'/° 11 8'/z 7 16 14 7145 37815 4040 24490 160 Z CCQ74SDS2.5 63/4 6% 3% 11 8'/z 7 16 14 5680: 33490 .4040 .13230 3 A m �Y�` � Z CCQ76SDS2.5 6%. 6% 5'/2 11 8'/2 7 16 14 7245 37125 .5535 20790 112' CCOQZI2-SDS2.5 j��oa Mie a CCQ77SDS2.5 63/4 6% 67/a 11 8'/z 7 16 14 7245 41580 5535 25515 Fid ECCOQZI2 SDS2.5 0 CCQ78SDS2.5 63/4 67h T/2 11 8'/2 7 16 14 7245 .41580. .553.5:. 28350. r CCQ7.1-4SDS2.5 7 7% 35/a 11 8'/z 7 16 14 5680 34730 4040 18375 CCQ7.1-6SDS2.5 7 7'/a 5'/z 11 8'/z 1 7 16 14 7245 38500 5535 128875 CCOQ7.12-SOS2.5 6 ms CCQ7.1-7.1SDS2.5 7 7/a 7/e 11 8/z 17 16 14 7245 57750 5535 136750 ECCOO7.12-SDS2.5 0 CCQ7.1-8SDS2.5 7 7'/e 7'/z 11 8'/z 1 7 16 14 7245 52500 5535 39375 m CCQ86SDS2.5 8x 7'/z 5'/z 11 8'/z 17 16 14 7245. 41250 5535 25780 CCOQ8-SDS2.5 w CCQ88SDS2.5 8x 7'/2 7'/z 11 8'/z 7 16 14 7245 51565` _5535. 35155' 160 ECC0Q8-SDS2.5 Typical CCQ46SDS2.5 Installation 10 CCO96SDS2.5 83/4 8% 5'/z 11 8'/z 7 16 14 7245 48125: 5535': .26950_ CCOQ9-SDS2.5 e CCQ98SDS2.5 8% 8% 7'/z 11 8'/z 7 16 14 7245 . 53900 5535 36750 ECC0Q9-SDS2.5 CCQ106SDS2.5 lox 9'/z 5'/z 11 8'/z 7 16 14 7245 52250 5535 32655 CCOQ10 0 ECCOQI O-SDS2.5D52.5 ° 1.Uplift loads have been increased for wind or earthquake with no further increase allowed;reduce where other loads govern. 2.Down loads may not be increased for short-term loading and shall not exceed the post capacity. See pages 245-246 for common post allowable loads. 3.Uplift loads do not apply to splice conditions. 4.Spliced conditions must be detailed by the Designer to transfer tension loads between spliced members by means other than the column cap. 5.Column sides are assumed to lie in the same vertical plane as the beam sides.CCQ4.62 models assume a minimum 3'h'wide post. 6.Structural composite lumber columns have sides that show either the wide face or the edges of the lumber strands/veneers. • Values in the tables reflect installation into the wide face.See technical bulletin T-SCLCOLUMN for values on the narrow face(edge). 7.ECCQ uses 14 Strong-DriveO SDS Heavy-Duty Connector screws into the beam and 14 Strong-Drive SDS Heavy-Duty Connector screws into the post. 8.Beam depth must be a minimum 7'. 9.For 5'/'engineered lumber,use 51h'models. 10.CCOQ and ECCOQ welded to steel column will achieve same load as CCQ and ECCQ.Steel column width shall not be CCOQ Installation 68 less than beam width.Weld by Designer. on Steel Column r u.