APPROVED BLD ENG PLN RESUB 1-Architectural_Plan+10.31.2022_12.27.45_PM+3194174Sharpe Shed Foundation
ALL WORK SUBJECT APPROVED
TO FIELD PLANS MUST BE
INSPECTION FOR ON JOB SITE
CODE COMPLIANCE
r- — - — - — - — - — - — - — - — - — - — --
IF ELECTRICAL WORK IS TO BE DONE ON
THIS PROJECT OBTAIN ELECTRICAL PERMIT I
FROM STATE LABOR AND INDUSTRIES
- — - — - — - — - — - — - — - — - — - — - J
I THE REVIEW OF THIS PROJECT COVERS THE
FOUNDATION AND STRUCTURE ATTACHMENT '
I TO THE FOUNDATION ONLY.
I THE STRUCTURE ITS SELF WAS NOT PART I
OF THIS REVIEW. '
L---------------------1
SHEET INDEX
TITLE
COVER SHEET & PROJECT DATA
SITE PLAN
FOUNDATION PLAN
HEIGHT CALCULATIONS A4.0 = new page
REVISIONS
City Of Edmonds
Building Department
------------------- --------
RELOCATE SHED TO NEW FOUNDATION
---------------------------
----------------------------
---------
Ss 21911 88TH AVE W
----------------------------------
---------------------------------
r SHARPE
--------------------------
ved Date; 11/099/2022 ig Official _________===eU/� U�OItIZCG1D/
t Number
BLD2022-1375
PROJECT
INFORMATION:
Sharpe Project - Shed Relocation &
New Foundation.
PROJECT DESCRIPTION:
16' x 18' shed slightly relocated to
respect updated setback requirements.
Shed to be lifted and temporarily
relocated while foundation is poured,
then placed back in place.
HOMEOWNER:
Pat & Kim Sharpe
21911 88th Ave W
Edmonds, WA 98026
PARCEL: 00505200000200
LEGAL DESCRIPTION:
MANOR COURT BLK 000 D-00 - LOT 2
PLUS EQ & UNDIV INT IN TR A
RESIDENTIAL BUILDING CODE: IBC, IRC
2018
CONTRACTOR:
Chermak Construction Inc
655 Edmonds Way
Edmonds, WA 98020
425-776-1367
ENGINEERING DIVISION
APPROVED AS NOTED
MY Ulgayz,ru 11/08/2022
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.
RESUB
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DATE:
10/31/2022
SCALE:
SHEET:
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Property Line ° N a mrn
103' TV PROJECT DESCRIPTION: 2 zo o
4 6 27, — — — — — — — 4' 43 16' x 18' shed slightly relocated, = w oLn
Shell 5' 3.5' South and 2' West, to respect U
-- — — —— Ln0xx
L — — — — — — J J updated setback requirements. 10 "' a "
33' 11' Line fWall �3 Shed to be lifted and temporarily
I I
Shed l placed to side while foundation is E
I poured, then structured back in 00
24' place.
I
Driveway 21' Eaves Line, HOMEOWNER: E
Eaves Line
26' Pat & Kim Sharpe m
21911 88th Ave W v) U
L J Edmonds, WA 98026 M Qj
16' PARCEL: 00505200000200 N
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�� 11 LEGAL DESCRIPTION:
o �op�o 0 oaoo MANOR COURT BILK 000 D-00 -
o�oao House P erty Line LOT 2 PLUS EQ & UNDIV INT IN TR a
0 80 0 A
o� ° 58'
00
0����0 RESIDENTIAL BUILDING CODE:
SRC 2018 W
D77 000 Line of wall 77 1 OCCUPANCY: Single Family
(p 0�0 o Residential
37' Deck 381
I
LAND USE CODE COMPLIANCE
STATISTICS:
55' Zoning: RS-8 Q
Propertyine Li e of Wall Q
Eaves Lin I Lot area: 7,931 Sz F Existing lot coverage: 1,946 SF Q H
I Proposed lot coverage: 1,946 SF J W
Allowed lot coverage: (7,931 SF X
35% = 2,775.85 SF) ...OK
30 45'
L—--------------- -- REQUIRED SETBACKS: C)
MIN. STREET 25'
28' 10, MIN. SIDE 7.5' Rev. 1
0
MIN. REAR 15' (May 10.28.22
o�Q ogo be reduced to a minimum of 5' for
oo�0 0 o o0 0 15 15 accessory buildings covering less
0 than 600 square feet of the site. Per N
CD
36ECDC 16.20.050.) Q000,
103' MAXIMUM HEIGHT 25' N
Property Line -d o
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LEGEND DATE:
R E S U B 10/2022
AS -BUILT -AREA TO BE SCALE:
SITE PLAN I ALTERED
SCALE: 1" = 10'-0" Nov 01 2022 1 — — —
CITY OF EDMONDS SHEET:
DEVELOPMENT SERVICES
DEPARTMENT A2.0
------------
1'
------------
r� — 43$'
Shed 5, ;fl \
l
11' Line f mll I — I 3'
I
26'
0
L
f
NEW LOCATION OF SHED
SCALE: 1" = 10'-0"
5'
I
It— -----------------
FASTENERS FOR PRESERVATIVE -TREATED AND
IFIRE -RETARDANT -TREATED WOOD SHALL BE OF
HOT -DIPPED ZINC -COATED GALVANIZED STEEL,
ISTAINLESS STEEL, SILICON BRONZE OR COPPER. I
COATING WEIGHTS FOR ZINC -COATED FASTENERS
SHALL BE IN ACCORDANCE WITH ASTM A153. IRC I�
LR317-3---------------+
Shed location
adjusted to
respect setback
requirements.
J
1� r----------------
I RESERVATIVE-TREATED LUMBER REQUIRED I
HERE WOOD FRAMING MEMBERS ARE IN
r IRECT CONTACT WITH CONCRETE IN
CCORDANCE WITH 2O18 IRC R317.1
------------------------,
ISLAB ON GROUND CAST MONOLITHICALLY WITH TURN DOWN FOOTINGS SHALL
HAVE REINFORCEMENT STEEL IN ACCORDANCE WITH 2O18 IRC R403.1.3.3 —
Contractor to install #4 rebar in footings. Contractor to
install STHD 14 hold downs at all four corners of
footings. Form and Pour 12" x 6" (Minimum) footings
and 4" (min) slab monolithically.
SVap Slyle
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SPALL REDUCTION SYSTEM
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FOR STHD STRAP TIE HOLDDII II
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FEATURES
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+ 6ulli-in tab.
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srcanaau
* Strav Mate' locator line
$Il
STHD
3' m 5'
• Additional diamond hole in RJ versians,
U.S. pa1en1
6,�96A99
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BENEFITS
/
Framma
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Une R4 rebar.
6u III4II 7a4;
1'
rails and
arrcho-r buns
nsrlsslern
from ura eoirom
May be
* liedurces spallln4 and costly retroills
f
per rya
toundaiion
• No additional labor to irrstail.
relw or
• Molds STHD away from form board.
SIN pale hdt
Canorele
VoDt4ei n
undan
Suaph�te Loealor Line-
lormdation
• Easy inspection to ensure proper lanaton.
by athars
•fellows adjustment wfto ut removing STH9,
C6Tq 004
Slagle Pour Ftebar Inslallallon
Addllioral Miamand Hale:
'
ffl
*' ' •+rt
'Mairrlm miirirnr,rn rebar cover, P&
On more laslener to heap areVenl the STHD RJ
1
y
ACC-318 connate coda mquiremem's
models Tram bowing out al the rim Oisl seclion,
� • �
STHD Over
Shearwall Diaphragm
16,
r- — — — — — — — — — — — — — — --
I�
L— — — — — — — — — — — — — —
16,
PROPOSED SHED FOUNDATION PLAN
SCALE: 1/4" = V-0"
Mn 0bar length
Typical STHD14
Mid Wall Installation
-- — - — - — - — - — - — - — - — - — - — -
IWOOD SILL PLATES AND WOOD WALLS SUPPORTED DIRECTLY ON
CONTINUOUS FOUNDATIONS SHALL BE ANCHORED IN ACCORDANCE i
rl WITH 2O18 IRC R403.1.6
�- — - — - — - — - — - — - — - — - — - — -
RESUB
Nov 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DATE:
10/31/2022
SCALE:
1/4" = 1'-0"
SHEET:
A3.0
REVISION:
NEW PAGE
1'
438'
r Shed 5' 4 :fl
-- ;- ----
Line f Wall A = 8' B = 8' _
I
e
26'
- J�
C=8' D=8'
SHED SITE PLAN
SCALE: 1" = 10'-0"
A= 8'
B= 8'
C= 8'
D= 8'
Total= 3 2'
Average = 8' (32/4)
Ridge Height = 13.5'
Maximum Height = 15'
SOUTH ELEVATION
SCALE: 1/4" = 1"
APPROVED BY
YY[PLANNING
Nov 04 2022
Zone '
- - RS_8- - - Corner _
_ _ ' Flag
Specific to Accessory Structure
Setbacks:
Required
Actual
Front
25'
no change
Sides
7 1/2'
7 1/2' ,
Rear
5'
5'
Other
15'
13 1/2' ,
Height
-
RESUB
Nov 01 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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10.28.22
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DATE:
10/31/2022
SCALE:
1/4" = 1'-0"
SHEET