APPROVED PLN BLD ENG RESUB2 BLD2024-0910+Site & ARCH_Plan+11.11.2024_8.29.20_PM+4613025APPROVED BY PLANNING
N v 21 2924.._ �...
Nothing in the permit approval process shall be
interpreted as al owing or permitting the maintenance
of any currently misting illegal, nonconforming or
unpermitted bui ding, structure or site condition which
is outside the so pe of the permit application, regardless
of whether such tluilding, structure or condition is
shown on the si plan or drawing. Such building,
structure or con ition may be the subject of a separate
enforcement ac on.
Deck addi ion
consistent with
permit #7 0521
Height =
ti %b
1
�J11'�)� L
•e C, F
I' t
,In1u..IcvM1W.N I'nu I..�.W.M�w.' ^r•v url..w •...•ter
�r.
t�
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
Applicant shall repair/replace all
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
damage to utilities or frontage
ALL ON SITE UTILITIES.
RELOCATION/REVISION TO ANY
improvements in City right-of-way
per city standards that is caused or
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
occurs during the permitted project.
A
A
City Of Edmonds
Building Department
--- ----
Work _-_-_-_-_-_-_-_-_- DECK -----------
Address 19310 89TH PL W
------------
Owner DIVIGRILLO
-------------------------
Approved Date'-- ll/)512024
Building Official_ � �_______=41
Permit Number_ --BLD2024-091 0 - - - -
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
WA' NG
WE
,o Aa sP EFE1.AUCoR�D GUARD HEIGHT WITH R..,,,3 Eor
;
WITH I
w COP R VAN,, AT, NCEOF �ss
as=��o a R3,,3 EEC gas. .. e �E.
ENGINEERING DIVISION
APPROVE AS NOTED
I
11 /21 /2024
I
NO STORMWATER MANAGEMENT SYSTEM
REQUIRED AT THIS TIME. IF NEW AND/OR
REPLACED IMPERVIOUS SURFACE EQUALS
2000SQFT OR GREATER, A STORMWATER
MANAGMEMENT SYSTEM MAY BE REQUIRED
PER CITY CODES AND STANDARDS
RESUB
Nov 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
In IL % t \ I
� t
a X -j-� P y� P o� -+tom -"1' �+nC',� �� a. y, S 7 +1
'p0 5 �'S �1 Y�-��S-�-A v` o �% . �c�-� nS u'� H i s �� e /� hc1• bV
e
e
RESUB
Nov 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
j2�;1'�hcJ � os�s �'�e ��� ��. �'•�
c,
0 J
RESUB
Nov 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Figure 12. Ty-p;c* -aaaAc �
' Tl� �) bS-i- 'o� �qS -e h o
r
CA K Arci L-kj%�M
t-, rc` — n
- �^�- yeCA)
°.= riG rr-.usi Lear
wT s4Ci
:,�c band joist
o- Ininimum
Fv`'1 r rim jdtst
ZQ min. s 11;
•t-5r8p l..in�
2c mln.
floor joist }1
wood Hoist, -
or LVIPCIN7 - -
existing
wail
i @iL35s_, pastifliwi
i 4 %fit
dj-v--: - -y
TaLz ttS v
?x ieadge: be ar=Beier
than Or equa; �� dE�li 0i ei e
per : U :s
a_rw � =� =�:� u.a
{sue :1^�^�! c: r,ir ;n
'c isi
' 9.
of i�uer Board to Founda on wait (Cone or So' Masonry}.
w•tistir,g CL te-
or solid masonry
viai!
-NotE.- Bsiocks frlied.
with groui or
concrete at
ancncr ,ccations
For new cortsiruc'tion
ire
i
I¢ �
ii-angMved expansion,
e"flxy. or adhasive
a,., .ith �.ashers
v�— i 2X !e- mod: m..L-m_t be greater
; or actual M the size GF ih? joistthen
I II-�I III :"'i Il��i N YiiitllT'i R$�4�#i'if'i -
�Ca`rn
OPTIONAL CANTILEVER
MAXIMUM DISTANCE _
�/ OF BEAM
SPAN
BEAM SPLICE
ONLY AT
SUPPORT
o °
° °
°p °
° o °
° ° ° BEAM SPAN
° PER TABLE
°
82 �t DECK CODI--S K STANI;ARDS
0
TWO ROWS OF 100
THREADED NAILS OR
#10 x >3" SCREWS
@<16"O.C.
FOR 3 MEMBER BEAMS, ATTACH BOTH OUTER MEMBERS
TO INNER MEMBER AS INDICATED
RESU
Nov 14 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Table 3A. Dimension Lumber Deck Beata Spans (LB)'
Supporting a Single Span of Joists with or
without Overhangs.
Joist Spans (L) Less Than or Equal to:
Species Size°
6'
8'
10,
12'
14'
16'
18'
2-2x6
6'-8"
5'-8"
T-1"
4'-7"
4'-3"
4'- 0-
T- 9'
2-2x8
8'-6"
T-4"
6'-6'
5'-11"
5- 6"
5'-1"
4'-9"
2-2x10
10,-1"
8'-9"
T- 9"
T-1"
6'-6"
6'- 1-
5'-9"
Southern Rine 2 2x12
1 V -11"
10'- 4"
9'- 2"
8'- 4"
T- 9"
T - 3"
6' - 9"
3-2x6
7'-11"
T-2"
6'-5'
5'-10"
5'-5"
5'-0"
4'-9'
3-2x8
10,-7"
9'-3"
8'-3"
T-6'
6'-11"
6'-5"
6'-1`
3-2x10
12'-9"
1T-0"
9'-9"
8'-9"
8'-3"
T- 8'
T-3'
3-2x12
15'-0"
13'-0"
11'-7"
10'-6"
9'-9"
9'-1'
8'-1
3x6or2-2x6
5'-2"
4'-5"
T-11"
T-T'
T- 3"
2'-10"
2'-6'
3x8 or 2-2x8
5'- 8"
5'- 1"
4'- 7"
4'- 3"
3' - 10"
3--.5-
sir-3x10 or 2-2x
8' - i"
T - 0"
6' - 3"
5' - 8'
S' - 3"
4' - 10`
4 - 5'
Larch2, Hem- 3x12 or 2 2x12
Fire, Spruce-
9' -
8'- 2"
T - 3"
6'- 7"
o"' - 1 "
5' - 8`
5' - 4'
Pine-Fir2, 4x6
6' - 2'
5 - 3'
4' - 8"
4' - 3'
T.- 11'
T - 8'
T- 5"
Redwood,% 4x8
8'- 2"
T - 0"
6- 3'
F - 8'
5'- 3"
4'- 11 "
4' - 7"
-rn 4x10
9'-8"
8--4-
T-5"
6'-9`
5'-3"
5'-10`
5'-5
Cedars,
4x12
Ponderosa
11'-2"
9'-8"
8'-7'
T-10'
T -3'
-
5-4'
Pine', Red 3-2x6
T- 1 "
6'- 5"
5- 9"
3'
;' - ? 0-
x - 6'
4'- 3'
Pine' 3-2x8
9--5-
8'- 3"
7' - 4"
6'- 8'
6'- 2`
5- 9'
S' - 5`
3-2x10
11'-9"
10'-2'
9'-1'
8'-3'
-T
T -
a'-8"
3-2x12
13'-8"
1T-10"
10'-6'
9'-7"
8'-10'
8'-3'
7-10"
1. Assumes 40 psf live load, 10 psf dead load, 11360 simple span beam deflection limit, cantlever '1SC debar: k.-r- No.
=ade,
and wet service conditions.
2. Incising assumed for Douglas Fir4-arch, Hem -Fir, and Spruce -Pines -Fir.
3. Design values based on northern species with no incising assumed.
4. Beam depth must be equal to or greater Man
i0ist depth
if joist hers are used (see
Figure 6, Option 2,
a RESUB
3 <2c, M Nov 14 2024
CITY OF EDMONDS
C DEVELOPMENT SERVICES
DEPARTMENT
American wood Council
4 PRESCRIPTIVE RESIDENTIAL .,,
DECK CONSTRUCTION
Table 2. Maximum Joist Spans and Overhangs.'
R E S U B
Joist Spacing o.c.
12" 16"
24"
12" 16"
24"
Nov 14 2024
Species Size Allowable Span' U
Allowable Overhang-3
Lo
CITY OF EDMONDS
DEVELOPMENT SERVICES
2x66 9'-11" 9'-0"
7'-T'
1'-0" 1'-1"
1'-3"
DEPARTMENT
2x8 IT-1" 11'-10"
9'-8"
1'-10" 2'-0"
2'-4"
Cn,*hn,-n P:nn
2x10
16'-2"
14'-0"
11'-5"
T-1"
T-5"
2x12
18' - 0"'
16' - 6"
13' - 6"—
4' - 6"
4'- 2"
2x66
9' - 6"
8'- 4"
6'- 10"
0'- 11"
1' - 0"
= Douglas Fir- , 2x8
Larch, Hem -Fir,
c.....,.n c 2x10
2'- 10"
T-4"
1'-2"
12'-6" 11'-
9'-1"
1'-8"
1'-10"
2'-2"
15'-8" , 13'-7"
11'-1"
2'-10"
3'-2"
2'-9"
18'-0"' -9"
12'-10"
4'-4"
T-11"
T-3"
`—" 2x65 8'-10" 8'-0" 6'-10" 0'-9" 0'-10" 0'-11"
Redwood
1
Western Cedars, 2x8 11' - 8" 10' - 7" 8' - 8" 1' - 5"
Ponderosa Pines, 2x10 14' - 11" 13' - 0" 10' - 7" 2' - 5"
Red Pines 2x12 17' - 5" 15' - 1" 12'- 4" 3' - 7"
1'-7" 1'-91.
2' - 7" 2'- 8"
3'-9" 3'-1"
2. Assumes L/W deflection-
3- Maximum albwabie overhang cannot exceed U4 or % of actual main span. Assumes cantilever
Length1180 deflection with 220 b point bad (See Figure 1A and Figure 2)-
4. Incising assumed for Douglas Fir -Larch. Hem -Fir, and Spruce -Pine -Fir.
5_ Design values based on northern species with no tnasing assumed.
6. Ledger shall be a minimum of 2x8 nommal. Joists and rim joists to which guard posts are attached shall be a
minimum of 2x8 nominal-
7- Joist length prescriptively limited to 16-(r for footing design.
Figure 1A. Joist Span — Joists Attached at House and Bearing Over Beam.
existing wall
optional overhang - joist
x x `max x
rim last I ll�� blocking (at overhanging
Il I joists only)
joist hanger
ledger board
beam (flush
tight bearing)
post
La or U4
maximum joist span (LSL.)
overhang See Table 2
C�r�� ,vim✓ e r�
Amwkm Wood wand