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Simpson Strong-Tie®Wood Construction Connectors SIMPSON
<br /> CBS/CBSQ 'Nil g,��_ < '..
<br /> Column Bases
<br /> `tEREp
<br /> 2C, This product is preferable to similar connectors because I"
<br /> of a)easier installation,b)higher loads,c)lower installed
<br /> p� cost,ora combination of these features. 2"min. f
<br /> side cover- e 2"min.
<br /> 4....• " W1 CBSQ86,88 m side cover-
<br /> ® CBSQ86,88
<br /> The CBS column base installs with machine bolts and provides r
<br /> 3"min. 4: 3"min.
<br /> tested capacity.The 1"standoff(included)meets code requirements w2 I� side cover- ® side cover-
<br /> for structural posts installed in basements or exposed to weather or 1" all others all others
<br /> y water splash.The CBSQ uses Simpson Strong Tie®Strong Drive® Jil�r � ---------_�- ;_
<br /> d SDS Heavy Duty Connector screws,which allow for fast installation,
<br /> al reduced reveal and high capacity, rovides a greater net section
<br /> CO area of the column compared to bolts. ,, °6
<br /> C N 1 . .
<br /> >c Material:See table y Dto al 11
<br /> Finish:Galvanized;available in HDG I UInstallation: ,_1,i
<br /> • Use all specified fasteners;see General Notes. , Typical CBSQ-SDS2
<br /> � 0 CBSQ-SDS2 Installation
<br /> • For CBS,install with two machine bolts.
<br /> • For CBSQ,install 1/4"x 2"Strong-Drive SDS Heavy-Duty
<br /> Connector screws,which are provided with the column base. _____, Q
<br /> (Lag screws will not achieve the same load.) m
<br /> o s
<br /> • For full loads,a minimum of 3"side cover shall be provided. o C H
<br /> • Post bases do not provide adequate resistance to C 0'w1 +
<br /> prevent members from rotating about the base and "�� w2 3"min. 3°min.
<br /> therefore are not recommended for non-top-supported �I side cover side cover
<br /> installations(such as fences or unbraced carports). Z `
<br /> Ordering: 111____D
<br /> ,i
<br /> 0.To order the CBSQ with screws,specify CBSQ-SDS2 a I °0To order without screws,specify CBSQo I I '. 3"min.
<br /> 0 cover(typ.)
<br /> Codes:See p.14 for Code Reference Key Chart .:...0,..c,_,.,„ ,,
<br /> :.:..0 ,..,a_..,
<br /> Typical CBS t d
<br /> These products are available with additional corrosion protection. CBS Installation }
<br /> For more information,see p.18.
<br /> a
<br /> m
<br /> 0
<br /> Material Dimensions(in.) Machine Bolts Allowable Loads(DF/SP) w
<br /> Nominal ~
<br /> Model 0
<br /> Column Non-Cracked Cracked Code z
<br /> No. Size Base Strap W1 W2 D H Qty. Dia. Download Ref. e°
<br /> (ga.) (ga.x Width) (in.) 1
<br /> Uplift Uplift z
<br /> 0
<br /> Wind and Seismic Design Category A&B a
<br /> 2
<br /> D\ CBS44 4x4 12 10 ga.x 21/4 39/6 31/2 71/2 83/s 2 5/8 5,390 4,845 10,975
<br /> 5
<br /> CBS46 4x6 12 10 ga.x 3 39As 546 7t4i6 813/46 2 5/a 5,390 4,845 14,420 170
<br /> , CBS66 6x6 12 10 ga.x 3 572 51/2 6% 8% 2 5/a 4,555 3,190 14,420 N
<br /> Seismic Design Category C-F ti
<br /> CBS44 4x4 12 10 ga.x 21 39/6 31/2 71/8 83/a 2 5/6 5,390 4,070 10,975
<br /> CBS46 4x6 12 10 ga.x 3 39/6 55A6 773/6 8116 2 5 5,390 4,070 14,420 170
<br /> CBS66 6x6 12 10 ga.x 3 512 51/2 6% 83/4 2 5 3,830 2,680 14,420
<br /> See foonotes on p.101.
<br /> 100 S32
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