3407 WAVE DR 2017-09-25 - Laserfiche WebLink

Caps&Bases • BC/BCS,' Post Cap er The BCS allows for the connection of 2-2x's to a 4x post or 3-2x's to a 6x post. hLf Pilot holes for manufacturing purposes Double shear nailing between beam and post gives added strength.The BC series offers I ,l (x not install boos)rryp.; dual purpose post cap/base for light cap or base connections. I Faothdesror MATERIAL:18 gauge FINISH:Galvanized.Some products available in ZMAX® rW' manufacturing coating;see Corrosion Information,pages 13-15. purposes INSTALLATION: •Use all specified fasteners.See General Notes. H ° (Do not Install � •Do not install bolts into pilot holes. bolts)(Typ') •BCS:install dome nails on beam;drive nails at an angle through Beam " BC8 the beam into the post below to achieve the table loads Flanges Cap/ •BC:install with 16d commons or 16dx2'/2"joist hanger nails. ° Base •Post bases do not provide adequate resistance to prevent members Ia2 ° ° BC4 Cap/Base o ° from rotating about the base and therefore are not recommended for non �� (BC6 similar) top-supported installations(such as fences or unbraced carports). W •To tie multiple 2x members together,the Designer must determine the fasteners post 2 Ata holes for ° required to join members to act as one unit without splitting the wood. I /�2 manufacturing purposes CODES:See page 12 for Code Reference Key Chart. r (Do not install bolts) c. Base (r1N•) °�=• 9° -These products are available with additional corrosion protection.Additional products on Bottom this page may also be available with this option,check with Simpson Strong-Tie for details. ° y PF These products are approved for installation with the Strong-Driven' ° t2o SD Connector screw.See page 27 for more information. _ 0 ° Allowable Loads Nr/ Model Dimensions Fasteners (DF/SP) 160)' Code Post Flanges No. Wt W2 Lt I L2 Ht H2 Beam I Post I Base Uplift Lateral Ref. BC60 Half Base BCS2-2/4 Flange Flange Bottom (other similar) U.S.Patent 5,603,580 CAPS 1.Allowable loads have been Laterai BC4 Wis 38/,6 2% 27/e 3 3 6-16d 6-16d _ 980 1000 112,127.L4,L5,F11 Increased for wind or `- '-� BC46 Ws 51/2 4% 2% 3'/ 2'/z 12-16d 6-16d 980 1000 earthquake with no further BC4R 4 4 4 4 3 3 1216d 12-16d - 980 1000 increase allowed;reduce BC6 5'/z 5'h 4a/ 4s/a 3% 3a/e 12-16d 12-16d - 1050 2000 112,L4,F11 mere other loads govern. ®' 2.Structural composite lumber BC6R 6 6 6 6 3 3 12-16d 12-16d - 1050 2000 columns have sides that o e . BC8 7'/z 7'/a 7'/z 71h 4 4 12-16d 12-16d - 1800 2000 show either the wide face or BCS2-2/4 3'/41 3%s 27A 27/e 211/ie 21/16 8-10d 6-10d 780 1025 112,127,L4 L5.Fii the edges of the lumber strands/ BCS2-3/6 46/41 58/,6 4% 2% W16 21/16 12-i6d 6-i6d - 800 1495 112 L4,Fii veneers.Values to me tables the reflect installation into the wide j BASES face.See technical bulletin tBCBOR 38/16 - 3'/a - 2'/4 - - 6-16d 4-16d 510 735 127 L5 T-SCLCOLUMN for values on 4 - 4 - 3 - - 6-16d 4-16d 510 735 the narrow face(edge). Typical BCS 5'/2 - 3% - 3 - - 6-16d 4-16d 450 735 170 3.Base allowable loads assumes Installation - - - nails have full penetration into 51/2 - 5'/z - 3 6-16d 4-16d 450 735 127,L5 supporting member.Loads do not 6 - 6 - 3 - - 6-16d 4-16d 450 735 apply to end grain post installations. 71/2 - 71/ - 4 - - 6-16d 4 i6d 450 735 170 A.NAILS:16d=0.162"dia.x 31/2"long, 10d=0.148"dia.x 3"long.See pages 8 - 8 - 4 - - 6-16d 4-16d 450 735 22-23 for other nail sizes and information. L CC Lally Piollumn Caos CCOS sl Column ,r Lally column caps and steel column caps provide adequate bearing length for larger girder reactions. MATERIAL:LCC-12 gauge;CCOS-7 gauge FINISH:LCC-Simpson Strong-Tie®gray paint;CCOS-G90 Galvanized INSTALLATION:•Use all specified fasteners.See General Notes. Fi w •LCC-Fit the[ally column cap over the tally column and attach to the girder. Z •CCOS-Attach steel column cap to column end plate with(4)Simeson Strong-Tie Quik Drive®X0112S1224 self-tapping screws(provided)and attach to girder.Install with 5/16 hex driver.See flier F-CCOS for additional CCOS applications. Z CODES:See page 12 for Code Reference Key Chart.91 1 Lally Allowable Loads 4 o ModelW Girder Nails' Column Download'-UA Uplift F16 Code No. Outside Ref. Diameter OF/SP/SPF LVL/PSL/LSL (160) (160) Referto Z LCC4.5-3.5 46/e Triple 2x10/12 8-16d 31/2 15820 1 - - 1615 Note 5 N CCOS3.12 3'/e Double 2x10/12 10-1 Old - 10200 - 1020 2200 Z LCC3.5-3.5 31A 3.5 LVL/PSL/LSL 8-16d 3'h - 15820 - 1615 Typical LCC5.25 3.5 Installation LCC3.5 4 36/a 3.5 LVL/PSL/LSL 8-16d 4 - 20670 - 1615 connecting a 3-ply LVL and a 2 CCOS3.62 We 3.5 LVL/PSL/LSL 10-10d - - 16665 1020 2200 31/2 diameter(0.D.)steel column LCC4.5-4 4% Triple 2x10/12 8-16d 4 20670 - - 1615 CCOS4.62 41% Triple 2x10/12 10-1 Od - 15300 - 1020 2200 ® LCC5.25-3.5 5% 5.25 LVL/PSL/LSL 8-16d 31h - 15820 - 1615 170 LCC5.25-4 5a/s 5.25 LVUPSL/LSL 8-16d 4 - 20670 - 1615 F1 ' CCOS5.50 51/2 5.25 LVL/PSL/LSL 10-1 Od _- - 22100 1020 2200 LC06-3.5 61/e Quad 2x10/12 8-16d 3'/2 15820 - - 1615 LC06-4 61/8 Quad 2x10/12 8-16d 4 20670 - - 1615 1 ✓8° W LCC7-3.5 71/8 7 LVL/PSL/LSL 8-16d_ 3'/2 - 15820 - 1615 f LCC74 71/s 7 LVL/PSL/LSL 8-16d 4 - _ 20670 - 1615 ° CCOS7.25 71/4 7 LVL/PSL/LSL 10-1 Od - - 87525 102p 2200 E° • 1.Loads may not be increased for short-term loading, column with an A"fillet weld around the entire pipe. y 2.Allowable loads are determined using the lowest of the 6.The CCOS must be attached to the column cap plate with(4)Quik bearing loads using Fc-perp equal to 425 psi for SPF, Drive X0112S1224 self-tapppping screws through the end plate and 625 psi for DF and 700 psi for LVUPSULSL. into the bottom of the CCOS.Max column cap plate thickness='/� 3.Loads are for a continuous beam. 7.All pipe columns need to be designed by a qualified Designer. 4.Spliced conditions for the LCC must be detailed by the CCOS minimum column diameter is 3". Designer to transfer tension loads between spliced members 8.000S caps can resist out-of-plane(F2)forces up to 2200 lbs. Typical CCOS5.50 Installation by means other than the tally column.The splice condition provided the beam is braced to resist torsional rotation. connecting a 3-ply LVL load is 6750 lbs per beam side for LCC must be evenly loaded. 9.NAILS:16d=0.162"dia.x 3'/a"Iong,l0d=0.148"di? r,3"long, and a steel column 5.To achieve lateral loads,the LCC pipe must be welded to the See pages 22-23 for other nail sizes and rite;nt„I :! ....• ��j `1