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00 <br /> O 2wNW(7w❑ � py,� <br /> >�azaa z Za yza <br /> Z OWxwoVxo �,n W,_= <br /> U~O�OH U x OOUwp¢ <br /> W ¢Z�OWd WFh�Ij0� <br /> a> zp`i�0.zri M <br /> .4Z ¢Q �a..o,pjw.WUM <br /> MyBuildingPermit.com �MyBuildingPermit.com _ �` W=Wir 0w= <br /> W �WiW cl:c��azFw Ox l;0 <br /> U Fp ",ul��OwO-m <br /> a service of eCityGov.net Construction Tip Sheet 05 a service of eCityGov.net Construction Tip Sheet 05 ����HHH'a � <br /> (� o <br /> grin:actions and Fasteners Guards & Attachment c <br /> (All fasteners, nails, bolts, screws, and connectors must be corrosion resistant.) Guards are required when the deck is more than 30 inches above grade.) <br /> (h � Cq <br /> Type of Connection: Notes: v <br /> Manufactured Connectors Follow manufacturer's instructions 2x2 Baluster,typical r <br /> Post to Footing Post base is required 6-0" max. spacing 2x6 or 5/4 board ail cap: attach <br /> Consult with jurisdiction about additional uplift loads where wind <br /> to guard post with (3)#12 by 3" <br /> Post to Footing (High Winds) exposure is greater than Risk Category B long screws or(3) 16d threaded <br /> nails with 0.148 nominal <br /> Post to Beam Connector is required I diameter <br /> Ledger to House Framing See information on Sheet 5 and Sheet 6 2x4 top and bottom; attach to <br /> Joist to Beam or Girder 3 8d —Toe nailed I guard post with (2)8d threaded <br /> Blocking or Bridging to Joist 2 10d—Toe nailed at each end nails or(2)#8 wood screws cc <br /> cc <br /> Wooden Deck Boards 2 8d threaded nails OR 2 No. 8 screws >_ 2 1/2" long on inside face o <br /> Composite Decking Follow manufacturer's instructions <br /> 4x4 guard post, typical <br /> Do Not Notch <br /> Post to Beam Connection with Knee Brace 2 x 8 nominal rim or outside <br /> (Knee braces are required on posts greater than 4 feet in height.) joist, minimum N <br /> 12 5/8"diameter Openings shall Attach balusters at top and bottom with N <br /> Or 1,13 the height of the post through-bolts not allow the (1)#8 wood screw or(2) 8d post-frame <br /> whichever is eater Beam splices must occur <br /> sr � and washers passage of a 4" threated nails with 0.135 nominal <br /> over posts wilm 1-1i2"min.beanng <br /> Corrosion resistant, min diameter sphere diameter VOM4 1. <br /> metal column cap. Girder beam °b <br /> Fo'.lowmanufacturer's 114 °® <br /> installation nstructions u V <br /> 4x4 min.post <br /> Aire"O.D.galvanized bolt @ 6'0"o.c.max.,Typ <br /> or threaded rod w/ �y <br /> nuts&washers 2 rr r �i00 ° <br /> 73 <br /> 45` Q x d knee brace <br /> b <br /> j r1j 318"diameter thnl-bolt or 1;2" ma. <br /> a <br /> Alternate Knee Brace Detail �; lag screws with washers,top&bottom Min.device <br /> ` tension device Section A a <br /> 2x4 knee brace face nailed ea.side op (typical) <br /> post and beam with 4-16d nails at each Pressure treated 5/e"O.D.galvanized bolt ® o <br /> face and connection wood post B or threaded rod w/ 2x8 in.blocking b 0 <br /> nuts&washers lZ <br /> 2"mh, c <br /> 2x8 min.deck 2-^-n _ <br /> joists&rims %/'"'a-,,dSmax —� <br /> rg N o[ Ln <br /> Note: j 3N <br /> Use above details for guard connections or provide engineered Min.1800#tension straps 5 <br /> design that shows Guards can resist a single concentrated load c h <br /> of 200 Ibs applied in any direction at any point along the top and <br /> have attachment devices and supporting structure to transfer this Section B c W <br /> load to appropriate structural elements of the building per IBC p 2 E <br /> sec 1607.7.1.1 46 <br /> Q r�r <br /> January 14,2022 MyBuildingPermit.com I Basic Deck January 14,2022 MyBuildingPermit.com Basic Deck a o <br /> ad It C <br /> Q c� N > EC <br /> LiY!`l,V\'apt C�YI`Ci 0\"1Pt <br /> Data Nov.I9lh,2022 <br /> cGl roc� do_. <br /> Sheet <br /> 17D <br /> 4 <br />