APPROVED PLN ENG_BLD2022-0438+Site_Plan+4.5.2022_3.52.27_PM+2783804WON
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142.70
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3411
EX. W00D FENCE
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(FAD 217 S.f.)
EX. LAWN
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EX. LANDSOAFE WALL STEF�'
NO _
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EL.342'+
®
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ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
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+340'
-------------- 7 t
+546
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EX. ROCKERY REMOVED
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X. T RGD
I D,ITION
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EX. ORATE)=
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LAWN
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EX. CVRD.
FORGH
1=FOJE6 T LOT 3
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AFN 00450700400001
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EXISTINO 1 /2 -- --I-
1
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STORY HOUSE
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EX. FA IT AL I I
W/ 5ASEMENT
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t(vt01 5.f.
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ENTRY
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52 5.f.
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EX. LAVWN \\
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING \��1 - -- -----
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY _ _ _ _ _ _ _
UTILITIES MAY REQUIRE A SEPERATE PERMIT. 4- 111
— II
EX.'10 AVEL FA KINO
IIII i
EX. S.S. L= NE 2166 5.f.
EX. I'' WATER LINE
III I
EX. O.I.E.
I
X. OS LINE AOOESS EASEMENT
III
I_
li PTO LOT 4
III I
III I
540'
_ T-II_----------a----
NE16-HEOR-5 LOT ,------------------- --
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OWNER/CONTRACTOR IS RESPONSIBLE FOR X .
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EROSION CONTROL AND DRAINAGE X, UA I
II I I ll 1__V 'i
------------�------------------
W.M. EX. F.F.
DATUM 53
- - - 41
- - - - - - -
II
--L�------------------- ----------------
E06E 0F FAVEMENT I
II I
1�
�i
OF 224th . ST. SW
ENGINEERING DIVISION
APPROVED AS NOTED
05/11 /2022
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
NE I Oi=#T OALOS
A- +346 I
5-+540'
r-,-+E341
TOtO 1= I E3T5' AVE AOE
AVE. 0RADE � 545.25(15T5/4)
ACTUAL ROOF- 556
MAX I MJM HT.- 565.25
(Average Ol-Ode + 259
SITE NOTES:
ALL EXCAVATION STOGK PILES TO DE
GOVERED WITHIN 24 HOURS
2. NEW UTILITIES TO CONNECT TO EXISTING
UTILITIES, AND STORM DRAIN LINES
3. RE=GRADE SACK TO THE ORIGINAL CONTOURS
AFTER CONSTRUCTION 15 COMFLETE
4. ALL EXCAVATION SURFLUS TO DE HAULED OFF TO
AN APPROVED LANDFILL SITE.
W _0
Steve and Becky DiCki5an
224th. ST. SW
Edrnond5, WA. �a=
LOT G0 ER OE (EXISTINO 5UILT IN 1q,40)
LOT SIZE � 1 a,a02 5f.
EXIST. STRUCTURES - I45I 5.f. / Shed IIT S.f.
NEW ADDITION - 216 5.f.
EXIST. W00D DECKS - 425 5.f.
NEW W00D DECK - 72 5.f.
EX. FRONT ST00F = E32 S.F.
EX. FAVED DRIVENAY � 450 S.F.
EX. ORAVEL DRIVENAY � 266 5.f.
EX. REMAININO 0RAVEL WALKS - 756 5.f.
EX. SHED FAD _ 217 5.f.
TOTAL IMPERVIOUS - 5g12 S.f..
TOTAL - 51
��
7<1 _0
F RGEL NO.
00450700400001
LE& L
(�,0DES
T45 DESIGN 15 IN ACCORDANCE WITH THE FOLLOWING CODES AS
AMENDED BY THE NASHIN6TON STATE BUILDING CODE:
2015 IRG
2018 UNIFORM MECHANICAL CODE
2018 UNIFORM FLUM51NO CODE
WA5HIN6TON STATE ENER6Y CODE, WAG 514 (NSEG)
AASHIN6TON STATE VENTILATION $
NDOOR AIR OUALITY GODS. WA 51-13 (VIAO)
ENER62Y GODS SIJM�ARNr
HEATING SYSTEM TYPE
6AS
OPTION
III
HVAG AFUE
MED.
MAX. GLAZING % UNLIMITED
DOOR U-VALUE
0.2b (R-5)
GEILIN65
A/ ATTICS
R-41
VAULTED (sirgle member)
R-38
WALLS
A50VE GRADE
R-21
BELOW GRADE
INT. R-21
EXT. R-10
FLOOR
R-38
SLA5 ON GRADE
R-10
FROM 2016 NSEG GHAFTER 6
LUYEER STEN6TS
FRAMING MEMBER TYPE
F5
FV
E
JOISTS AND RAFTERS:
HEM -FIR #2
550
150
1,500.000
SEAM5 AND HEADERS:
4" NOMINAL DOU6-FIR #2
6" NOMINAL DOU6-FIR #I
875
000
180
160
,600,000
I,i00,000
LAMINATED STRAND LUMBER (LSL)
1700
2250
400
400
,300,000
,500,000
.3 E
1.5 E
PARALLEL STRAND LIJMSER:
2100
210
2,000,000
PARALLAM (PSL)
6LU-LAMINATED TIMEERS:
24F-V4
2400
I qO
,500,000
POSTS:
4" OR 6" NOM. 00U6-FIR #I
2X STUDS HF "STUD"
1200
775
85
75
1,600,000
1,400,000
AFA RATED SHEATHING
EXPOSURE
SPAN RATING
ROOF
WALL
FLOOR (T$6)
EXTERIOR
EXTERIOR
EXTERIOR
52116
24/0
46/24
LOAD IN6 DETLE�T ON
TYPE OF
CONSTRUCTION
LOADING (PSF)
DEFLECTION
LIVE
LOAD
DEAD
LOAD
TOTAL
LOAD
L I \/E
LOAD
TOTAL
LOAD
ROOF (COMP.)
25
10
55
L/240
L/150
CEILING (ATTIC, AE 0VE)
10
5
15
L/240
L/240
FLOOR
40
10
50
L/450
L/360
FLOOR (w/ GE I L I NG)
40
15
55
L/450
L/360
DEGK (SPACED WOOD)
60
10
F0
L/450
L/360
EXTERIOR WALL
-
10
10
-
-
NTERIOR WALL
-
10
10
-
-
FOU TNERS HOMESTEAD FIAT 5LK 004 D=OI = WI/2 OF WI/2 5LK 4 EXO
N 14OFT TNOF ALSO EXO ANY FTN I=Y EOF FDI= = AS DES0 IN 5DY
AGREEMENT FILE 7=5=67 UNDER AUD FILE NO I 1�70755 REF I I=ED I =21=T I
UNDER AUD F= LE NO 21a2452 = 5E6; SW G0R NWI/4 SEI/4 SEG 25 TIC
OOEAI=O 5 LN 50 SUB 1 TO.65FT TO 7F5 50 LN 50 FT 5E I NO INT
OF EXT FENGE LN WITH 5 E3DY SD SUB TIC NOO*47 52E ALO SD FENGE
I=N555.54FT M/I= TO N LN SD E3LK 4 ALSO EXG THAT FTN 5LK 4 DAF:
E3E6 SW GOROF SD 5LK 4 TIC ELY AI=G 5 LN OF SD 5LK IOOFT TIC NI=Y
FLN W LN OF SD E3I=K TOFT TIC NWI=Y TO INTER W TIC W LN OF 50 5LK
AAF �aFT N1=Y OF SW GOR 0FSD 5LK TIC SLY AI=G W LN OF SD B1=K
1�5FT TO TFE3 AKA LOT E3 OF SP 206(6=76) REG UNDER AF NO 760a1605
SITE PLAN
n
5�A1=E : = 101-01� 10 2T
APPROVED BY PLANNING
iz
Jun 22 2022
Zone RS-8
Corner
Flag
Setbacks:
Required
Actual
Front
25'
26.5'
Sides
7.5
36.5'
15'
45'
Rear
_--_-__--
_--_-
Other
--------
25'
--------
13'
Height
-----------
------
NOTE TO ALL 5UE0ONTRACTOR6:
IF ANY FA6E(5) IN THIS 5ET OF FLANS HA5
CONFLICTING OR CONFU51N6 INFORMATION
- CONTACT OUR OFFICE IMMEDIATELY
COPYRIGHT NOTICE:
THIS PLAN IS ISSUED FOR CONSTRUCTION PURPOSES BY THE CLIENT INDICATED.
REPRODUCTION OR USE OF THIS DOCUMENT WITHOUT THE EXPRESS WRITTEN
CONSENT OF JM CONSULTING & DESIGN IS PROHIBITED. JM CONSULTING &
DESIGN MAINTAINS ALL RIGHTS UNDER STATE AND FEDERAL LAW INCLUDING
COPYRIGHTS.
PROJECT NO.: XXXX
DRAWN BY: JEM
CHECKED BY: JEM
PLAN DATE: 02.12.2022
DWG. SCALE: 1" = 10'
REVISIONS
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BLD2022-0438
RECEIVED
u Apr 12 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
O DEPARTMENT
Professional Building Design Since 1987
JM Consulting & Design
I462I I06th Avenue NE
Bothell, Washington 98011
425-82I -75 18
jeffmiller@ jmconsultingdesign.com
www.jmconsultingdesign.com
SITE PLAN