3415 BELL AVE 2017-05-15 - Laserfiche WebLink

" ` f F CBS/CBSQ Columill N 11 ! 1 QD `��ERfO This product is preferable to similar connectors — Zv because of a)easier installation,b)higher loads, tg W c)lower installed cost,era combination of2°Min. F 2"Min. �1 4�' by �j these features. - Sidecover- r Sidecover- a Wt CBS086,88 0" CBSQ86,88 Typical 4� H 3'Min. 3'Min. CBSQ-SDS2 The CBS column base installs with machine bolts °"' •. Sidecover- o Sidecover- W2 1 Installation Sidecover- and provides tested capacity.The 1"standoff(included)meets ��. all others all others code requirements for structural posts installed in basements z . or exposed to weather or water splash.The CBSQ uses Simpson Strong Tie®Strong-Drive®SDS Heavy-Duty r � a Connector screws,which allow for fast installation,reduced }f Y' 14 CP reveal and high capacity,provides a greater net section area ( b I� ' ' of the column compared to bolts. MATERIAL:See table FINISH:Galvanized,available in HDG I m >l INSTALLATION:•Use all specified fasteners. R See General Notes. ° H � °p For CBS,install with two machine bolts. i m Wt y • For CBSQ,install 1/4'x2'Strong-Drive SDS CBSQ SDS2 L W2 3'Min. 3'Min. Heavy-Duty Connector screws,which are < Sidecover Sidecover v provided with the column base. (Lag screws °- � 1, will not achieve the same load.) , • For full loads,a minimum of 3°side cover shall berovided. p • Post bases do not provide adequate resistance to a O 'g prevent members from rotating about the base and i I ti therefore are not recommended for non top-supported \IL installations(such as fences or unbraced carports). ORDERING:To order the CBSQ with screws,specify CBSQ-SDS2. - To order without screws,specify CBSQ. CBS Typical CBS Installation CODES:See page 12 for Code Reference Key Chart. These products are available with additional corrosion protection.Additional products on this page may also be available with this option,check with Simpson Strong-Tie for details. _ Material Dimensions Machine Bolts Nominal Allowable Loads Code It I Model Column Base Strap Non-Cracked Cracked Download Ref. No. S¢e (Ga) (Ga x Width) L��]�HfY Uphfi; Uplift,; 1 Seismic Uesign uategory - CBS44 44 12 10 ga x 2'/a 3'/6 3'/z 7'183/8 2 5/s 5390 4845 10975 CBS46 4x6 12 10 ga x 3 39A6 55A6 713/6 8"/s 2 5/a 5390'' - 4845!' 14420 170 CBS66 6x6 12 10 ga x 3 5'/z 5'/z 1 6% 1 83/a 1 2 11 5 1 4555 1 3190 14420 Seismic Design 1 CBS44 44 12 10 ga x 2'/4 39/6 3'/z 7'/6 I83/6 2 5/e I 5390 4070 10975 CBS46 4x6 12 10 ga x 3 39/6 55A6 713/6 8"A6 2 5/e 5390 4070.' 14420 170 CBS66 6x6 12 10 ga x 3 1 5'/z 1 5'/z 6% 83/a 2 5/6 3830 2680 14420 6 See foonotes below. Nominal Material Dimensions Simpson Allowable Loads'DF/SP Code Madel Strong-Tie Non Cracked' Cracked Rei. No. Column L(Ga) Strap W� W2�DH SDS Screws Download Size (Ga x Width) Uplift _ Uplift;- Wind and Seismic Design Category CBSQ44-SDS2 4x4 12 10 ga x 2'/a 3916 3'/z 7'/6 83/a 14-SDS'/4°x2' 5390 4845 10975 CBSQ46-SDS2 46 12 10 ga x 3 39/6 55/6 713/6 8"A6 14-SDS'/4'x2' 5390 4845' 14420.:: 128, CBSQ66-SDS2 6x6 12 10 ga x 3 5'/z 5%z 67/a 83/4 14-SDS'/4"x2" 4555 3190 14420 F1, CBSQ86-SDS2 6x8 12 7 ga x 3 7'/2 5% 6'/a 8"A6 12-SDS'/4'x2° 3975 2780.. 20915 L27 CBSQ88-SDS2 8x8 12 7 ga x 3 7'/z 73/a 6'/a 8"/6 12-SDS'/4'x2' 1 2780 22225 Seismic Design CBSQ44-SDS2 44 12 10 ga x 2'/4 3916 3'/z 7'/a 83/6 14-SDS 1 "x2" 5390 4070 10975 CBSQ46-SDS2 4x6 12 10 ga x 3 39/6 55/6 773/6 8"A6 14-SDS 1/4'x2' 5390 4070 14920 _ 128 CBSQ66 SDS2 6x6 12 10 ga x 3 5'/z 5'/z 6% 83/ 14-SDS'/4'x2" 3830 2680 14420 F1, CBSQ86-SDS2 6x8 12 7 ga x 3 7'/z 53/8 6/8 8"/6 12-SDS'/4'x2" 3340 2335 20915 L27 CBSQ88-SDS2 8x8 12 7 ga x 3 7'/z 7 M 6'/a 8"/6 12-SDS'/4'x2' 3340 2335 22225 fi 1.Loads may not be increased by short-term loading. Seismic Design Category(SDC)C may use"Wind and SDC A&B"allowable loads. 2.For higher downloads,solid pack grout under 1"standoff plate before installing 6.Download shall be reduced where limited by the design capacity of the column. ��/ CBS or CBSQ into concrete.Base download on column or concrete,according See pages 245-246 for common post allowable loads. to the code. 7.Designer is responsible for concrete design. 3.Concrete shall have a minimum compressive strength,f'c=2500 psi. 8.Structural composite lumber columns have sides that either show the wide face or 4.Multiply Seismic and Wind ASD load values by 1.4 or 1.6 respectively to obtain the edges of the lumber strands/veneers known as the narrow face.Values in the LRFD capacities. tables reflect installation into the wide face.See Technical Bulletin T-C-SCLCLM for 5.In accordance with IBC Section 1613.1,detached one-and tyro-family dwellings in load reductions due to narrow face installations. ) 2 62 t J