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} <br /> f <br /> . 4x4 min.post <br /> Handrails are continue for _ 16' <br /> arts length of the flight. �- A Ye O.D.galvanized bolt @ 6'0"o.c.max.,Typ <br /> Y, r ma% <br /> be ,---^'> '`✓'•f r✓` ; or threaded rod w/ <br /> rl•WWsils may by a newel at a turn, , . Wal 's' nuts&washers 2'111111 min <br /> A <br /> Handrails <br /> '_■ <br /> – red on not ,� . , x, k` ! 2A.min and 5"max ®��1'c> C <br /> ', '®A <br /> ■ <br /> than one . ._... . ._... <br /> - .- et t \ Handrail PX1ed 18" <br /> nm of r to the wall or terminated <br /> max I Min. 1800# <br /> -.. .. or <br /> terminals, --. 111 tension device Section A <br /> t c� in n �posts safety <br /> fturo<Pllflre A �i.ixems <br /> A '- % O.D.galvanized bolt <br /> .= i� <br /> or threaded rod w/ 2x8 min.blocking <br /> / nuts&washers <br /> Iibuttommor <br /> rThin <br /> ",-. ift"--........._ <br /> 2x8 min.deck 2"min .L V1 i►; Ye. <br /> heightThe handl*,ill of the t>r joists&rims 2, min and 5"max �� <br /> vettice�fro n the 2"min �1� '��l' <br /> slopedadjoining Note: <br /> the treed ' Use above details for guard connections or provide engineered Min.1800#tension straps <br /> design that shows Guards can resist a single concentrated load �+ pR <br /> ►-7 of 200 J applied in any direction at any point along the top and Section L� <br /> Typical Handrail Elevation R311.7.8 have 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 /> email I .".:., Guardrail Attachment <br /> a X4-1 <br /> rentrked stairwidth. (GcuardrailS are required when the deck is more than 30 inches above grade.) <br /> _ PI Sheathing <br /> 1:"1!Z minimum .. ; . r dimension is Siding <br /> "minimum and 6.1/4"' <br /> .+tk.._, maximum. Flashin <br /> g I EXTERIOR SHEATHING <br /> Circular <br /> R hawked. less "_, <br /> tan 1-i/4 or 1`11 X11 Decking EXISTING STUD WALL11111 <br /> in diameter. 10? Ill Existing 2x BAND JOIST lalow- -6._.41111 <br /> Joists _,' \ti..r OR ENGINEERING RIM ..._ �! <br /> e: non-circular Joist Hangers a BOARD <br /> . handrail cross Sat z 2"MIN i� t • <br /> ,,� iS 2-11'4"maximum. Treated 2x ledger glIATI <br /> 2"min. '` ! DECK JOIST <br /> ALJ ii mow <br /> 1 <br /> It <br /> MAX <br /> SIMPSON DTTIC - 5" _ II LAG SCREWS OR BOLTS <br /> 750#capacity holdgown devicelilip.-:...... <br /> � , 2"MiN- =II(1�� <br /> Type I Handrails R311.7.8.3 at4locations evenl distributed Floor -"-- <br /> along the deck and within 2 ft of <br /> each end.Install per manufacturer .• g •$, yN <br /> JOIST HANGER <br /> Or 1/3 the height of the post, <br /> whichever is greater Beam splices must our Fully threaded 3/8"diameter lag screw <br /> over posts with 1=1/2"'min.bearing predrilled with a minimum of 3 in Option #2 <br /> Corrosion resistant, 'min embedment into solid framing. (Existing Construction Only) <br /> metal column cap. Girder beam <br /> Follow manufacturer's Ledger Attachment Lag Screw/Bolt Placement in Ledger <br /> ineitaital on instructions. lir <br /> sm,` (Reference IRC Figure 501.2.1(2) <br /> c, <br /> E 4 x 4 knee brace /0 <br /> 01IpAllik <br /> (1)3/13"diameter thru-bolt or 1/2" Date <br /> Alternate Knee Brace Detail: lag screws with washers,top&bottomResidential Deck Framing Details <br /> 2x4 knee trace faca neNed ea_.side of (VPionl) <br /> post and beam with sit nails at eachPressure treated 2015 International Residential Code (IRC) &/6,/2018 <br /> face and connection wood.post <br /> ALL Sht.no. <br /> Post to Beam Connection w/ Knee Brace Keri o WA 98028 <br /> (Knee braces are re uired onposts reater than 4 feet in height.) <br /> 206 IRC2 <br /> g g DECKS & DOORS INC www.alldecksanddoors.com <br />