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r! <br /> � 1 <br /> I� r� I I r <br /> The ECCLQ,CCCQ and CCTQ column caps provide high-capacity,multiple £ <br /> J beam-to-column connector options.The design uses Simpson Strong Tie® ' <br /> Strong-Drive°SDS Heavy-Duty Connector screws to provide faster <br /> installation and a lower profile compared to standard through bolts.Screws I Nlf <br /> sNIrc are configured to provide high uplift design values. r�4 W Y <br /> +� MATERIAL:7 gauge <br /> F � ? FINISH:Simpson Strong Tie°gray paint,also available in HDG 4 �, j , <br /> 2-11 <br /> INSTALLATION: <br /> y�y •Install/<"x2/z°Strong-Drive SDS Heavy-Duty Connector screws, <br /> . I. •• M Jp � fY J*}F�?H4`8+i'�:. ; 3 F Y -.l l,i.... <br /> 7 - . ._ <br /> which are provided,in all round holes.(Lag screws will not achieve <br /> •r zki goo <br /> .�N4 x the same load.)Xp <br /> �,�� _ f� u �� ��'�?�� � � � •No additional welding is allowed. °s <br /> OPTIONS: <br /> i< <br /> • •Many combinations of beam and post sizes can be manufactured T' <br /> mrefer to worksheet T-CCQLTC-WS <br /> )• I Wz � <br /> ( i <br /> *a y •Available in widths up to 8°wide. I ECCLLO-SDS2.5 <br /> 1;?' „2 . e. •ECCLQ is available in left or right side beam orientations. Left direction shown <br /> a110 / ;; t r i i 1,{ v Specify ECCLLQ or ECCLRQ. <br /> ` xL; l 2A l. <br /> faC �t •Straps may be rotated where W1 >W2• Order ECCLRQ SDS2.5 for right direction <br /> ti f l if P i p �- �rva •Column caps may be ordered without the column straps <br /> for field welding to a column.No loads apply. <br /> - 'KSpecify CCCOQ/CCT00/ECCLOQ. Wt L <br /> lk f ORDERING: I W W4 <br /> Y V2 •The L dimension varies depending on the width of the side stirrup ( 4' , <br /> ' (W3 or W4).Contact Simpson Strong Tie for exact dimensions. 14Wn <br /> r+s <br /> •Main beam stirrup height(Hi)is 7".Side beam stirrups(112 or 1-13) ; t <br /> S / Z can vary in height with the minimum height of 7".Specify the side N <br /> stirrup height from the top of the cap. .p €» 7" <br /> •Example Order:4x Main Beam,6x Post,4x Side Beam(oriented to I N2 ° xD � • <br /> the left)is ordered as an ECCLLQ464SDS g <br /> CODES:See page 12 for Code Reference Key Chart.on <br /> Allowable Loads(DF/SP) <br /> Series Uplift(160) Download(100) Code �I <br /> Ref. CCCQ-SDS2.5 <br /> Main Beam 'Side Beam Total' Side Beam Total <br /> ECCLQ-SDS2.5 2835 1840 3795 6780 Refer <br /> CCCQ-SDS2.5 4780 23902 4780 7000 to note F24 W <br /> 4" 3 <br /> CCTQ-SDS2.5 4910 2350 5315 7000 #5 fVdi W <br /> T <br /> 1.Uplift loads have been increased for wind or seismic;reduce where other loads govern. a <br /> Downloads may not be increased. j� <br /> 2.Allowable load is per seat.Side beams must be loaded symmetrically for the CCCQ. 1 'z <br /> 3.The combined uplift loads applied to all beams in the connector must not exceed the total I - � a � , <br /> allowable uplift load listed in the table. <br /> 4.The ECCLQ side beam may use a side beam uplift load up to 2350 lbs.The deflection of this load ; ° w <br /> may exceed the standard%"deflection by an additional 1/8. <br /> 5.The combined download for all of the carried beams shall not exceed the allowable download Z <br /> o) s °2 <br /> for the unmodified product on page 68(CCQ load for CCCQ and CCTQ,or ECCQ load for ECCLQ). <br /> The download for each side beam shall not exceed the lesser of 35%of the allowable download m <br /> or 9265 lbs.for the unmodified product. o <br /> 6.The download to each side beam shall not exceed the allowable load shown,nor 35%of the W <br /> allowable load for the unmodified product,whichever is lower. 2 <br /> 7.Column width in the direction of the beam width must be the same as the main beam width(Wt). CCTO SDS2.5 N' <br /> e <br /> a <br /> N <br /> O <br /> O <br /> w� <br /> 70 `� <br />