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<br /> 360 minimum high guard
<br /> Existing building with intermediate res 1
<br /> Flashingd So that a ere
<br /> 40 in diameter cannot
<br /> See detail 1 page 4 pass through(See Tip
<br /> for
<br /> a rnertt Sheet 3). See dil 2
<br /> .e 4 or uerdraii
<br /> ��,, - ..1 connection
<br /> Ledger
<br /> j" 178 See O tail1 tar r
<br /> comedian options,
<br /> Ii 11
<br /> f
<br /> with Secure ba�iit� tars
<br /> 1ib 1)#6d wood
<br /> Itscrew &bottom
<br /> e .•R ) Joist Hanger
<br /> -- recommendedIllr
<br /> °` atst
<br /> for drainage Knee braces are
<br /> required if distance Decking
<br /> Contractor to field verify. fromgrade to top,of Vert n ratings of , f r
<br /> adequacy tail solid lumber : Verify
<br /> decking_ 1, `/ x' '
<br /> car ledger oil solid
<br /> fon., post exceeds 48",
<br /> proposed !�_
<br /> .,,�. / 1�" `#sir f
<br /> See ail on page S. Y 4.< ' r ,.
<br /> Joist Overhang .,.'"*... `r. rr r`".*:°' ,_,:: r:04
<br /> /— If an exit or egress- frQrkl the ' ?d"maximum. ,74,........ .i....„�.. •"_'`''� f� � ,
<br /> +exastirrggbuild rig passes = ,��`'`.;;, f /2 „-•,4,';:X.(/'.”' ►`:
<br /> under the proposed deck,or i bra'. ""ti,,,,,, , +�•��''"' ,•„1/i/ j , ,, "�t1 '""/�
<br /> there is art ext patio . 4x4 posts min.wt ' .-"-,,,,41911".--,` �4 `'*..�.`, - f.,/, !rte" f ri
<br /> under the os,e deck aLa.Max.height -.--... r7%
<br /> 61'- "`minimum clearance aid M`x " "'p...7,4V-,...,,•''.'. ...---.•::g
<br /> . Y; / %k„fx ;` ,r.+'
<br /> must be niaeitained. Please ,..----.04.4.7'
<br /> F
<br /> indicate openings existing1O"-dl'max, height '� f ,/ ' See Page 6
<br /> wall elevation view. yfiffor Ledger
<br /> "'` `4 Attachment
<br /> Joist Spacing i , , ..- .,
<br /> See spantaidie and -,„41,..,'
<br /> looting schedule. ( '`�
<br /> IIipiP
<br /> Manufactured post Ems,, r
<br /> base with 1"standoff. Post ` Y
<br /> 4x4 min_up to IT-0°height �-_j, Joist Span
<br /> . C1i9 psi concrete See span tale.
<br /> ono special 6x6 min.up Io 10'-e"height
<br /> inspection required)
<br /> inished grade Beam
<br /> ��dear Non-corrosive metal See span table
<br /> postibeam connector Note.Guards are
<br /> rr,,.sa .`i.
<br /> 11=11=11=11= , r tk 9i—s: (2)#4 ea. +yap, required when the deck
<br /> —Ii l UI Id LII -- clear to bottom of Continuous solid blocking walking surface is more Footing
<br /> -
<br /> - ii* li it ii .i.- .--i. 1tT1 Ti _ footing. Footing between joists300 See span table and
<br /> 1I.atal 1111 1I 1 .11 to bear on J than above grade. tooting schedule.
<br /> r=ir tt-ttF1 1tr--a.i Fur-7;11=w un Beam Overhang
<br /> I-l—1 — earth. 24°maximum
<br /> Typical Deck Section Basic Decks w/ 60 psf Live Loading
<br /> Residential Deck Framing Details Date
<br /> 2015 International Residential Code (IRC) 6/6/2018
<br /> ALL Sht.no.
<br /> 6454 N.E. 154th Street
<br /> "'r1/. ?/ '< f"L 206 91 5 WA 98028 IRC 1
<br /> 206
<br /> DECKS & DOORS INC www.alldecksanddoors.com ( 9#ç )
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