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Basic Basic Decks <br /> Decks <br /> Detail I — Ledqer Attachment for Lateral Loads Post to Beam Connection wi Knee Brace <br /> (Knee braces are required on posts greater than 4 feet in height.) (Knee braces are required on posts greater than 4 feet in height.) <br /> Or 113 the heat of the post: .i splices must s tr <br /> Hold-down or Sheathingwhichever canter <br /> tensiondevi i Siding sver pasta witt11.1 i°rrtirt.bearing <br /> with i50(j# i Corrosion resistant,. ` mat <br /> ; <br /> Floor sheathing nailing Flashing1 metal k cap: r Girder imam <br /> capacity g 1 - <br /> at O*o.c..(max)to joist Rev manufacturers <br /> withhold-dom. Decking instaila a instructions, � ti �k <br /> Flashing--- �–o•;� ter.e <br /> 1 <br /> . �+r Joists � kAi; � ( <br /> Joist Hangers r I II <br /> .-1 Treated 2x ledger 1►������ 2 min. , 4 " 4 x 4 knee brace <br /> Atm • \\ <br /> Deck Joist � ►�1 I - ('t.i<3�8'd'tii�ttrtru tor'i12" <br /> i~toodolat 750#capacity holddown device Alter ate Knee Brace l etaiiR ;; lads screws with washers,top bottom <br /> at 4 locations evenly distributed Floor joists 2xknee braceface nailed es.she of ` (til <br /> along the deck and within 2 ft of I pea teawith 4Y Sot/ nail at i i Su€ <br /> l each end.Install per manufacturer face a� � wood post <br /> Fully threaded 3/8"diameter lag screw <br /> Option # 1 predrilled with a minimum of 3 in Option # 2 Guardrail Attachment <br /> embedment into solid framing. (Guardrails are required when the deck is more than 30 inches above grade.) <br /> IT 4x4 min.post <br /> I max ,,s"OD.galvanized bolt @ 6'0"a.c.max.,Typ <br /> �i ji or threaded rod WI <br /> nuts&washers11 <br /> r 2 rain <br /> i >we =— <br /> Iaiiiir%., E <br /> Deck Connections rd 2 °min and S°max 111ti1; <br /> (All fasteners,nails, bolts,screws and connectors must be corrosion resistant) 16° 1 "i='+`` <br /> Connection: . Fastening: <br /> ,, _ Min. '1800# <br /> .._-•- in tension device boT'a'Z Sectio <br /> Manufactured Connectors Follow manufacturer's instructions ! ,�,,,,,�,,,,� ,,;; <br /> n <br /> Post to Footing Post base is required j .. �i$-o.r�.galvanized bolt <br /> d or threaded rod wl 2x8 min.blocking <br /> Consult with jurisdiction about additional uplift loads where Li nuts&washers <br /> Post to Footing (High Winds) IMMINIMIlliiisisr_miarillir <br /> m.-..■r.�` r 24min <br /> wind exposure is greater than Risk Category B. [ <br /> Post to Beam Connector is required mr...— <br /> /2x8 min.deck 2 • 2"min .L ,[;,�,1 ,f1. <br /> Ledger to House Framing See information on Sheet 5 and Sheet 6Pjoists&rims m,nana• •Amax f tVami f` <br /> Joist to Beam or Girder (3) 8d-Toe nailed i! <br /> 2 mut •� 'Ilk <br /> Blocking or Bridging to Joist (2) 10d -Toe nailed @ each endse <br /> Use above details for guard connections or provide engineered Min. 1800#tension straps <br /> Wooden Deck Boards (2) 8d threaded nails OR (2) No. 8 screws design that shows Guards can resist a single concentrated load <br /> Composite DeckingFollow manufacturer's instructions of 2l0 applied in any direcflon at any point along the top and Section B <br /> phave attachment devices and supporting structure to transfer this <br /> load to appropriate structural elements of the building per IBC <br /> sec 1607.7.1.1 <br /> - GENERAL INFORMATION: GENERAL INFORMATION: ,� <br /> 0 The intent of this Tip Sheet is to provide a general understanding of the code requirements and does r ,,r e teq <br /> yGovrtet e The intent of this Tip Sheet is to provide a general understanding of the code ruirements an does ;.; oeicitydovoet <br /> not address the subject in great detail. zw6.kwooka. not address the subject in great detail. ? , 2"'e. ' '"��"' <br /> e Additional information can be obtained from your localrtici�oti , urisdictlon. ! 0 Additional information can be obtained from your local_.odic'•satin• urrii{sdictie r i <br /> Page 4 of 6 Page..3.er- t ir' ,.. 4 `7 Z,J +_ (;° <br />