APPROVED PLN ENG BLD2023-1629+SITE_Plan+12.20.2023_12.40.22_PM+39643882
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25'-011
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REMOVE EN. DEGK
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GOVER �6 x20
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ENTRY
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52 S.F.
— — — —
--
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EX.
LAWN
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X THIS FROJEGT ONLY INVOLVES THAT THE
EXISTING OOVERED DEGK STRUGTURE Wx2019
15 BEING REFLAGE NI TH A NEN 141x201 GOVER.
THE NEN GOVER STILL FALLS INSIDE THE EX 15T I NO
DEGK FOOTFRI NT. THE HIGHEST POINT OF THE SHED
ROOF AT THE HOUSE 15 NO GREATER IN HE GHT THAN
THE EX I ST I NO GOVER 5E I NO REFLAGED
----
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EX.',ORAVEL PARKING
EX. S.S. LINE 'i 2166 S.F.
III �
EX. I'' NATER LINE
III �
EX. O.H.E.
EX. OAS LINE '
AG6ESS EASEMENT
PTO LOT 4
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50'
--------------------
N,EI&HBO�5 LOT I -------------
AFN OO f50 =70040000,5
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N.M. EX. F.F. 336'
DATUM _
II
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EDGE OF FAVEMENT
II 1
11Ii1
('A
(�. OF 224th. ST. SW
Zone RS-8 Corner Flag
Setbacks:
Required
Actual
Front
-------------
25'no
,
------------
7 1 /2'
no
Sides
-: -: -- _
N/A
Rear
--
Other
:::::: -
25'
25'
Height
:-----------
HEIGHT GAI=OS
IRREGULAR LOT:
Correct setbacks are
red -lined on plan.
25' from 100th Ave W
25' from 224th ST SW
7 1/2' from N, E
7 1/2' from property line
just N of the property at
9923 224th St SW
APPROVED BY PLANNING
Jan 19 2024
A=+5461
E3=+5401
G = +5401
+5461
TOtO I _ 15�51 AVERAGE
AVE. GRADE - 545.251 (I515/4)
AGTUAL ROOF = 5561
MAXIMUM HT.= 56b.25'
(Averoge, Grade + 251)
SITE NOTES:
I. ALL EXCAVATION STOCK PILES TO BE
COVERED WITHIN 24 HOURS
2. NEW UTILITIES TO GONNECT TO EXISTING
UTILITIES, AND STORM DRAIN LINES
3. RE -GRADE BACK TO THE ORIGINAL CONTOURS
AFTER GONSTRUCTION 15 COMPLETE
4. ALL EXCAVATION SURPLUS TO BE HAULED OFF TO
AN APPROVED LANDFILL 51TE.
Steve Ord 50r k� DiGki501r
1�� I � 224th. ST. SK
EdrnOrd5, M.la020
LOT COVERAGE (EXISTING 5U1LT IN 1�40)
LOT SIZE - 15,502 SF.
EXIST. STRUGTURES = 1647 S.F. / Shed 117 S.F.
REFLAGED DEGK GOVER 250 5.F. (EX. 120 S.F)
EXIST. NOOD DEGKS � 417 S.F.
EX. FRONT STOOP - 52 S.F.
EX. FAVED DR I VENAY � 450 S.F.
EX. GRAVEL DRIVEMY = 2166 S.F.
EX. RDMAINING GRAVEL NALKS = 7a6 S.F.
EX. SHED FAD = 217 S.F.
TOTAL MPERV I OUS - & 1 q2 5.F
TOTAL = 55%
M
=*--* 01111101011000-10000
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(�0DES
THIS DESIGN IS IN AGGORDANGE WITH THE FOLLOWING CODES AS
AMENDED BY THE NASHIN67ON STATE BUILDING CODE:
2015 IRG
201b UNIFORM MEGHANIGAL CODE
2015 UNIFORM PLUMBING CODE
AASRNGTON STATE ENERGY CODE, WAG 51-II (YV5EG)
AA54N6TON STATE VENTILATION �
INDOOR AIR QUALITY CODE. AA 51-15 MAO)
ENER6",` (:a0DE SU RT`
HEATING SYSTEM TYPE
OAS
OPTION
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HVAC AFUE
MED.
MAX. 6LAZIN5 % UNLIMITED
DOOR U-VALUE
0.28 (R-5)
CEILIN65
A/ ATTICS
R-41
VAULTED (single member)
R-55
WALLS
ABOVE GRADE
R-21
BELOW GRADE
INT. R-21
EXT. R-10
FLOOR
R-38
SLAB ON GRADE
R-10
FROM 2015 ASEG GHAPTER 6
LU 5EF�, STRENG57H5
FRAMING MEMBER TYPE
FB
FV
E
J01575 AND RAFTERS:
HEM -FIR #2
850
150
1,300.000
BEAMS AND HEADERS:
4" NOMINAL DOU6-FIR #2
6" NOMINAL DOUG-FIR #
875
1000
ISO
180
1,600,000
1,100,000
LAMINATED STRAND LUMBER (L5L)
1700
2250
400
400
1,500,000
1,500,000
1.3 E
1.5 E
PARALLEL STRAND LUMBER:
2g00
2q0
2,000,000
PARALLAM (PSL)
5LU-LAMINATED TIMBERS:
24F-V4
2400
I q0
1,800,000
POSTS:
4" OR 6" NOM. DOU6-FIR #I
2X STUDS HF "STUD"
1200
775
55
75
1,600,000
1,400,000
APA RATED SHEATHING
EXP05URE
5PAN RATING
ROOF
WALL
FLOOR (T$6)
EXTERIOR
EXTERIOR
I EXTERIOR
32/16
24/0
40/24
LOAD N3 E:)EFLEGT ON
TYPE OF
GON5TRUG7ON
LOADING (PSF)
DEFLEG71ON
L I \/E
LOAD
DEAD
LOAD
TOTAL
LOAD
LIVE
LOAD
TOTAL
LOAD
ROOF (COMP.)
25
0
55
L/240
L/180
GEILIN6 (ATTIC, ABOVE)
10
5
15
L/240
L/240
FLOOR
40
0
50
L/480
L/360
FLOOR ON/ GE I L I NCB)
40
15
55
L/480
L/560
DEGK (51-AGED WOOD)
60
0
70
L/480
L/560
EXTERIOR WALL
-
0
0
_
-
INTERIOR WALL
-
0
0
-
-
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
FOURTNERS HOMESTEAD FLAT E31=K 004 D=01 = NI/2 OF KI/2 E3LK 4 EXG
N 140FT THOF ALSO EXG ANY FTN LY EOF FDL _ AS DESG IN 5DY
AOREEMENT FILE 7=5=67 UNDER AUD FILE NO 1 �70�5a REF I LED I =2q=71
UNDER AUD FILE NO 2152452 = BEG SK GOR NK I /4 SE I l4 SEG 25 TH
551 x I7 OOEALO 5 LN SD SUE3 I TO.65TT TO TFE3 SD LN SD PT BEING INT
OF EXT FENGE LN KITH 5 50Y SO SU5 TH NOO*4� 52E A1=0 SD FENGE
LN555.54T M/L TO N LN SD E31=K 4 ALSO EXG THAT FTN 51=K 4 DAF:
5E6 SK GOROF SD E31=K 4 TH EL"( ALO 5 LN OF SD E31=K IOOFT TH NLY
FLVN N LN OF SD E31=K 7OFT TH N&Y TO INTER KITH K LN OF SD 5LK
AAF �IaFT N1=Y OF SK GOR OFSD E31=K TH SI=Y ALO K LN OF SD E3LK
�517 TO TF5 AKA LOT 5 OF SF 206(6=76) REG UNDER AF NO 7/00b W5
SITE PLAN Fr ---
ICI
•I 0 5 10 20
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.
ENGINEERING DIVISION
APPROVED AS NOTED
11, UVQ.✓...7, t._"z 01P 9/2024
NOTE TO ALL 5U5GONTRAGTOR5:
IF ANY PA6E(5) IN TH15 5ET OF PLANS 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
12.19.2023
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BLD2023-1629
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w RECEIVED
Dec 27 2023
O CITY OF EDMONDS
DEVELOPMENT SERVICES
^ DEPARTMENT
fi
Professional Building Design Since 1987
JM Consulting & Design
I462I I06th Avenue NE
Bothell, Washington 98011
425-82 I -75 18
jeff.m*tHer@j*mcon.,;ultini!design.com
www.jmconsultingdesign.com
SITE PLAN