APPROVED BLD BLD2022-1418+Architectural_Plan+10.18.2022_2.01.48_PM+31714403`
■ � ■ . ■ ■ . ■ tl_ ■ ■ ■ ■
Hardware and fasteners in contact with ■
preservative -treated wood shall be of
hot -dipped zinc galvanized steel, ■
stainless steel, silicon bronze or copper. I
In the absence of manufacturers ■
recommendations a minimum of ASTM A 653 I
type G185 zinc -coated galvanized steel, or ■
■ equivalent, shall be used. I
I IRC R317.3.1 IBC 2304.10.5.1 ■
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
k
,5 II
E%TERIaR Se+EATNNf,
EXIST14fi STIJO WALL
Eris" 2x 8AND JOIST
OR ENGINEERING RIM ' E
BOARD
curt
far to
5' mu
Lag,ra'afrrr OF into
4 f
6, Mai
�$' rrt*a
lufin`YII etkLLYg$ diaterwe fx
speraaki t srrerx_ See
,gars ortlimi nt,llatirr ll OG
sl""
Siding
Filaahi g
tkbrg
.torts
.mist Har:gers
Treated 2x led9r
T5CM CSPS:itt h ldd*Wn c
at 4 locations evenly distri
along the deck and within
each end. Install per manu(a
Fully threaded 3 , Cianjeter 1,3
Predriiteti wtrith a minimum oT ,3 in
embedment inTo soli0 framing
L*--K JOIST
SCRc.NtS, 8QL T5
JUIST HANGER
testartars In 2 legs
5 Wr min. far 24rzorta
fi u2' mire tar 2x10
�urni ta
Distlirtce can be reduced iC
4 12' it lag sor"a5 Ore used or
If bolt spacing is raducad b
that of lop Srx'ews to snarl, 24
Iadgars to W band joists
Post tut Beans iecticn with Knee Brace
(Knee braces are required on posts greater than 4 feel in height.)
Or 1$3 thR hei of Iha past_
whirl+ever rs �;�aler
Comecon resistant, ' rmtrr.
metal w4umn r^ap.
Ft7umwn%9AVt-90UM s
�rn51.slF�rysn nStrUe;7 �tS. - - -
c
E
tV
A4arlate Krlea Brace Delay
21111 Macs 4ca nalled eaWe of
post am b"M v ii 4-144 nail at each
lase aid oorxractian
>c�ar
�1n e1-e-
Beam spMct:s must ocwr
over Pei *0 1-1rr min. boa"
Grdar boom
4 x 4 li trace
(1) 3W dyahapar gfnr-soR or 1 r2
lap aesas Will wAsherp, fop d b%*5m
thy%
1`09" la*001Pp
WOW post
Residential Guards (Guardrails)
This lip sheet reflects elide requirements of the 2018 Intemational Residential Code (IRC) with
washini State Amendments.
Open stair Nm*aw j Oparr s#usild 1 Solid ITS
1
The W at guards rw —
atalrfrays, exclvsiue or
brew larrdtng5. must
hate ■ mmlmum ttr +lt �-
d 34- ntttacueed d�
aad�caily from. ti i,
nosing of the tread B
• rel
A r .
OPEN RAL94 TYPES4
t +Ph drarllatarcaralot rC
ev=B: diemeta auras
Grams nr flow level ... -- C' eAamlot pea- 1 $
Figure 1: Guard Elevation (IFZC R312j
City Of Edmonds
Building Department
Work DECK
Address ' 1037 GLEN ST
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Owner ANDERSON
Approved Date 10/25/2022
------------------
Building Official Fria Comer
Permit Number BLD2022-1418
INSIDE
OUT
coNs RucToN.«C
LIC#: INSIDOC886JR
40311TH68St. SW
Lynnwood,, WA 98037
(206) 353-4937
Guards 4
Guards are regi aired .sr,en the decks more than 3r1 inches above grade.)
F-T malt- spacing
2 SW dlatneta - Openari Sflall
ihrougaAolts tool allow the
and washem passage of a 4"
darneiar sphere
2s2 Balt,slar, typical
24 or W board eil cap: attach
to guard post wit, (3) 212 by 3-
long straws or (3)16d threaded
nails wilt 0.148 nominal
diarrdAEr
I 2x4 top and btabmm; attach to
guard past with (2) 6d threaded
nails or (2) N8 wood screws
z 2 Ur Jong on Inside face
I 411 guard post typical
Do Not No"
2 r B nominal rim or aulside
ioIK II** Mint
i� Attach bill stars at lop and buftn with
(1) #6 wood strew or (2) Bid
t inat d naffs WO 0.135 norninal
diameter
IN mw. P
A is-oasa•+�anar drra^ucmru..rw
a araaded.4 Vie Tmn
nerh a •ws+•sa
7firin�arra '� —. 1 f
a
" Iiu• law
Sedon A
r, oa.yxax
g a aaesaed lad wr aYa hwdi
Yea
2116sari sect Ira,2F, miraals *2WIR
LI*s*bidaraiaforgwMtx>nldaFarraorArvHdeela�+esed Ian 79"Ibaloa
_IMAVWast�eaara°ar,r' wpft 0"a t"�a top oftand cSecdon B
strudbad tooapproptiali slow" olorsro of fhe sliding clot 16C
sec: 7 1.1
Handrails: Provide a graspable surface along stairs.
1 1n- tee
Applicable Code: 2018 IRC Section 311.7.8 As"1b arc
rro9rc -
VA*n Required: Handrails shall be provided on at least
one side of each continuous nth of treads of got with four
or more risers.
Height: 34^ - 39- Figure 1. Handrail height
Continuity: Handrails shall be continuous for the full
length of the slabs and handrails ends shall be d=1 1/4 "
/4" MIN
returned orlerdi hate in newel posts or safety 2 MA a
lenninals. Hand,ats shaft have a space of not loss
than 1 W between a wall and the handrail
(See Figure 1).
Figure 2. Circular handrail 1
• Cihandrails shall have a diameter of TOTAL PERIMETER
liarrler
4" MIN
1 1/4" - 2' (See Figure 2) 6 1 /4" MAX
• Nondirc iar- ry•1`
o No noncircular handfad shat have a
pertrneter Its Ilan 4' (See Figure 3) Figure 3- Naucircular handrail
o 11the perimeter is 4' - fi `/4" shall have a PERIMETER > 6 1 /4"
maximum trans section of 2 %4' (See 1 1/4- Uft, a Vlr lux
Figure 3)
o If the perimeter is greater than 6'/V shall 7 is
have a graspable finger recess area an
both sides as described in IRC Section e�1a w'
311.7.8.3 #2 (see Figure 4)
Figure 4. Nonca,cular handrail,
with recess
BUM102 - 317dt12,
I oft 1r27r2022, 2:41 riot
APPROVED BY PLANNING
Oct 24 2022
RECEIVED
Oct 18 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT