APPROVED BLD PLN REV1 BLD2021-1083+PLANS+5.5.2022_7.52.39_AM+2848603PER CITY OF EDMONDS RESIDENTIAL SITE DEVELOPMENT
STANDARDS (#P77a), MAX LOT COVERAGE FOR
RESIDENTIAL 8 SHALL BE A MAX OF 35%.
E IMPERVIOUS SEMI -PERVIOUS SURFACES
TYPE
COVERAGE S.F.
LOT COVERAGE
BUILDINGS
1745.54*
18.47%
EAVE LINE
491.1
CONCRETE
600
ASPHALT
295
TOTALS
3131.64
*NOTE: 227 SF OF BUILDING SF TOTAL ARE (E)
SHEDS BUILT AFTER 1977.
TOTAL LOT AREA: 9450SF
P IMPERVIOUS SEMI
-PERVIOUS SURFACES
TYPE
COVERAGE S.F.
LOT COVERAGE
BUILDINGS
1988.34*
21
EAVE LINE
517.76
CO CRETE ON- RADE)
7.11
ASPHALT
295
CONC. LANDING 16" HT
88.8
TOTALS 3497.01
*NOTE: 227 SF OF BUILDING SF TOTAL ARE (E) SHEDS
BUILT AFTER 1977. THE PROPOSED ADDITION ADDS
242.8 SF OF NEW BUILDING FOOTPRINT AREA AND
26.66 SF OF ADDITIONAL EAVE AREA. IT RELOCATES AN
ON -GRADE CONC. PATIO &PATH (NET INCREASE CONC.
PATH/PATIO ON -GRADE _ +7.11 SF) ALSO ADDS
APPROX. 88.8 SF OF CONC. LANDING/STEPS AT ONLY
16" HEIGHT ABOVE GRADE.
�QTAL„LOT AREA:,�945�F /� /�
0
aoa
�6� N
SO/ SDI SDI SDI SDI SDI SDI a9k� a96ry �� �
SD S 9-�_ SDI SD a9 "'^ SDI SDI SD
0 �= _�- SD = SDI SD -S �9�-S���D- D �_���� SDI SD �
ASPHALT GUTTER/SWALE� �C 250A
I RIM=300.11
2 4 �RD can (N,S)12" CMP=297.96
k^'
PL `�
fl � �k
' SS hb
SS SS SS SS SS SS N / {� � N � � -
SS SS SS SS SS SS II N
ss sS sS ss SS I
ss ss -I-- ss
ASPHALTT GUTTER/SWALE o I �� SS SS
a9 � e I RIM=300.57
SS SS SS SS SS SS �` �� �y ��99� 99e` I CTR,CHNL=291.37
SS
'ZOA I_ o
S SS SS a• SS aa�- �,y� B o �
( 12 CMP= SS
O PP UM POINT O I SS SS SS
299. 'PER POSSIBLE LOCATION
.,^ SURVEY BENCH MARK�I SEWER LINE BASED ON
a9ryo ��b 99. (+100' @ EL=300.99 CALED LOCATIONS PER
.T,,... I CITY OF EDMONDS GIS
NOTES:
-SEE SURVEY AND ARCHITECTURAL DRAWINGS FOR MORE DETAILED
EXISTING SITE INFORMATION INCLUDING ADDITIONAL DIMENSIONS,
ETC.
-ALL (E) PAVED SURFACES EXISTED PRIOR T01977 AS THEY WERE
BUILT WITH THE EXISTING HOME IN 1957.
- (2) SHEDS (TOTAL 227 SF) ON SITE ARE ASSUMED TO HAVE BEEN
BUILT AFTER 1977 (ACTUAL CONSTRUCTION DATES ARE UNKNOWN).
-ZONED RS-8, SINGLE FAMILY RESIDENCE.
BUILDING HEIGHT CALCULATIONS:
A = +99.47'
B = +98.87'
C = +98.87'
D = +98.77'
AVERAGE GRADE PER DATUM BASELINE _ +99.00'
(298.83' ACTUAL ELEVATION PER SURVEY)
MAXIMUM ALLOWED HEIGHT (AVERAGE + 25') _
+124.00' PER DATUM BASELINE
(323.83' MAX. ALLOWED ACTUAL ELEVATION PER SURVEY)
MAX. HEIGHT RIDGE @PREVIOUS (2015) UPPER -LEVEL ADDITION =
+123.02' PER DATUM BASELINE
(322.85' ACTUAL MAX. BUILT ELEVATION PER SURVEY)
MAX. HEIGHT RIDGE @ CURRENTLY -PROPOSED GRADE -LEVEL
ADDITION =
+112.31' PER DATUM BASELINE
(312.14' ACTUAL (P) ELEVATION PER SURVEY) (E) CONCRETE 90y" 9e.
LANDING/STEP TO I �`�'
REMAIN
•e? 'a
(E) PORTION OF c�; , '-' 9e•
CONCRETE PATH TO I _ : • ,
REMAIN (70.55 SF) j :off, ;�:, I : •
.��• i
E GRADE:298.6' ••
(D=+98.7T PER I � '
DATUM) '
I I ��o �
242.8 S.F. ADDITION @GRADE LEVEL r `� ¢ m
(NET FOOTPRINT INCREASE FOR I � J �
"STRUCTURES" LOT COVERAGE) -� z � � �'•, ' •
M 11'-0" .
MODIFYIADD TO (E) CONCRETE PATH
TO RE-ROUTE AROUND ADDITION TO NEW � ti0
RELOCATED CONCRETE PATIO ON -GRADE & '-6"SIDE � A
STEP/LANDING TO ADDITION YARD
,� �, � � SETBACK
NEW CONC. LANDING
WISTEPS TO (E/P) GRADE
(88.8 SF)
(@ +/- 16" ABV. (E) GRADE)
DEMOLISH (E) CONCRETE
PATIO
(379.64 SF DEMOLISHED
CONCRETE AREA)
(P) STRUCTURAL LOT COVERAGE
TYPE
BUILDINGSI
STRUCTURAL LOT COVERAGE (ZONE RES. 8MAX. = 35%)
BUILDINGSISTRUCTURES
STRUCTURES (SF)
(AREA OF STRUCTURESILOTAREA OF 9450 SF)
MAIN HOUSE INCL. 242.8 SF (P) ADDITION
1988.34**
+ (2) EXIST. SHEDS MEASURED @ EXT. WALLS
(NOT INCL. EAVES WHICH ARE 24" OR LESS, TYP.
&NOT INCL. (P) LOW 15" HT. LANDING, NOT
DEFINED AS A "STRUCTURE" PER ECDC 21.90.150)
TOTALS
1988.34
1988.34 SF STRUCTURESI9450 SF LOT AREA = 21.04%
*"NOTES/DEFINITIONS:
PER ECDC 21.15.110 "COVERAGE" MEANS: THE TOTAL GROUND COVERAGE OF ALL BUILDINGS OR STRUCTURES ON A SITE
MEASURED FROM THE OUTSIDE OF EXTERNAL WALLS OR SUPPORTING MEMBERS OR FROM A POINT TWO AND ONE-HALF
FEET IN FROM THE OUTSIDE EDGE OF A CANTILEVERED ROOF, WHICHEVER COVERS THE GREATEST AREA.
PER ECDC 21.90.150 "STRUCTURE" MEANS: A COMBINATION OF MATERIALS CONSTRUCTED AND ERECTED PERMANENTLY ON
THE GROUND OR ATTACHED TO SOMETHING HAVING A PERMANENT LOCATION ON THE GROUND. NOT INCLUDED ARE
RESIDENTIAL FENCES LESS THAN SIX FEET IN HEIGHT, RETAINING WALLS, ROCKERIES, AND SIMILAR IMPROVEMENTS OF A
MINOR CHARACTER LESS THAN THREE FEET IN HEIGHT.
SDI Spy SDI gp__ SDI SDI SD SD SD SD
SET REBAR AND CAP WM
LS#15025
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I -� 7'-6" SIDE YARD
9e' �' SETBACK
T-71/4" +/_ (E) ,�-__-- _ -_ 28'-9" +/- �p e' 0^9 EAVE LINE I .�
HOUSE TO PROP. I � UPPER LEVEL (E) 0^9 ^ � oe� I �, I �99�
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(E) SINGLE FAMILY
RESIDENCE
(ZONED RS-8) @
10624 243RD PL SW,
EDMONDS, WA 98020
(E) GRADE:
298.7'
PER DATUM)
SD
SD
SD
D
SDI
SDI
SDI
SD
0
= The following documentation shall be available on '
site for the building inspector:
■ �
■ � COE APPROVED ARCHITECTURAL PLAN SET '
■ �
COE APPROVED STRUCTURAL PLAN SET �
COE REVIEWED CALCULATION PACKET �
■ � ENERGY CREDIT WORKSHEET
■ �
SITE PLAN �
CIVIL PLAN i
■ �ORIGINAL APPROVED SET OF PLANS �
x �
■ �
■ �
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 �
I �
'THESE PLANS HAVE BEEN APPROVED FOR
THE REVISION OF THE PERMITTED WOODEN
'DECK THAT IS NOW BEING CHANGED TO A
PATIO ONLY.
I
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
� w. � ��
BUILDING OFFICIAL
May 12 2022
APPROVED DATE
Zone RS-8 Corner Flag
Setbacks: Required Proposed
Front
Sides E 5 patio 5
Rear
Other
Height
ENGINEERING DIVISION
APPROVED.
Q�"� 05/17/2022
APPROVED BY PLANNING
May 06 2022
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
� SITE PLAN
SCALE: 1" = 10'-0"
0 2.5' 5' 10' 20'
C
SARA
WISE
DESIGN
DESIGNER /AGENT
3252 26th Ave West
Seattle, WA 98199
425.922.8340 cell
sarawise@me.com
sarawise.com
SCHELL
RESIDENCE
10624 243RD PL SW
EDMONDS, WA 98020
PERMIT
DRAWINGS
PROJECT #:
BLD2021-1083
SUBMITTAL DATE:
20 JULY 2021
COPYRIGHT 2021
SARA WISE DESIGN
SEATTLE, WA
CONTENTS
SITE PLAN
AVERAGE GRADE/
BUILDING HEIGHT &
LOT COVERAGE/
IMPERVIOUS SURFACE
CALCULATIONS
REVISIONS
30 AUG 2021
2� 25 FEB 2022
CITY STAMP
REVISION
May 05 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2021-1083
A0.1
SCHELL RESIDENCE
70624 243RD PL SW
EDMONDS, WA 98020
WINDOW SCHEDULE
PLAN ID
TYPE
OTY.
WIDTH (IN)
HEIGHT (IN)
AREA (SF)
U-VALUE
UA
NOTES
�
(RO)
(RO)
(RO)
(OR BETTER)
1
SLIDER
1
38
40
10.E
0.28
3.0
1,4,6,9
1.1
FIXED
1
28
62
12.1
0.28
3.4
1,2,3,4,6,9
1.2
SLIDER
1
86,75
40
0.3
0.28
0.1
1,4,6,8,9
1.3
CASEMENT
1
20.5
40
5.7
0.28
1.6
1,4,6,9
TOTAL
4
NOTES
CONTRACTOR TO VERIFY ALL RO SIZES AT WINDOWS AND DOORS BEFORE ORDERING -ESPECIALLY AT EXISTING RO LOCATIONS TO REMAIN AND AT TIGHT FRAMING
CONDITIONS (FLOOR -TO -CEILING UNITS AT FLUSH-BEAM/NO TOP PLATE CONDITIONS, ETC.). ANY DISCREPANCIES OR INCONSISTENCIES BETWEEN SCHEDULES AND/OR
DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE DESIGNER IMMEDIATELY FOR RESOLUTION. ALL UNITS TO BE VINYL UNLESS OTHERWISE NOTED. CONTRACTOR
IS RESPONSIBLE FOR FINAL DIMENSIONAL ACCURACY CROSS-CHECK WITH DESIGNER DETAILS, ETC.
1. Measurements taken at R0. Noted from exterior.
2. Fixed Glazing
3. Safety glass (tempered) as required per code (wet locations, within 24" of door swing, sill aUbelow 18" above FF) per SRC R308.4.
4. Operable portion per drawings
5. Aligns with another unit above or below
6. Divided IighUoperable vs fixed portions per drawings
7. Glazing stopped -in for minimal frame profile -must be insulated unit (spacer bar, gas -filled) with glazing specs to match all other windows (tint, etc.)
8. Wet location: Material must be suitable for contact with water at the interior (kitchen sink location, etc.)
9. NFRC CERTIFIED VINYL WINDOWS
DOOR SCHEDULE
PLAN ID
TYPE
OTY.
WIDTH (IN)
HEIGHT (IN)
AREA (SF)
U-VALUE
UA
NOTES
RO (U.N.O.)
RO (U.N.O.)
�
(MIN. REQUIRED)
1.0
INTERIOR SWING
1
30
80
16.7
NA
1
1.1
INTERIOR SWING
1
30
80
16.7
NA
1
1.2
SLIDER
1
84
80
46.7
0.28
13.1
1,2,3,4,E
TOTAL
3
NOTES:
ALL MEASUREMENTS TAKEN AT RO FOR STANDARD DOOR PANEL. CONTRACTOR TO VERIFY ALL RO SIZES AT WINDOWS AND DOORS BEFORE ORDERING -ESPECIALLY AT
EXISTING RO OPENINGS TO REMAIN. ANY DISCREPANCIES OR INCONSISTENCIES BETWEEN SCHEDULES AND/OR DRAWINGS MUST BE BROUGHT TO THE ATTENTION OF THE
DESIGNER IMMEDIATELY FOR RESOLUTION.
NOTE: ALL NEW INTERIOR DOORS TO BE SOLID -CORE PAINT -GRADE TO MATCH EXISTING U.N.O., UNDERCUT PER CODE FOR VENTILATION, U.N.O.
1. Standard panel size desired in pre -hung jamb, please notify designer if panel size will need to be non-standard
2. Keyed + deadbolt hardware +latch pull
3. Safety glass as req'd per code
4. Weatherstripping per code
5. Egress door
6. NFRC CERTIFIED Vinyl Door
NOTE: ALL EXTERIOR DOORS TO BE VINYL/GLAZED UNITS NFRC CERTIFIED FOR MIN. U-VALUES, UNLESS NOTED OTHERWISE.
I ■
'STAIR RISERS SHALL BE 7 3/a" MAX. i
TREAD DEPTH SHALL BE 10" MIN. RISER I
HEIGHT AND TREAD DEPTH MUST NOT i
VARY BY MORE THAN 3/8".
I MAIN LEVEL PLAN -PROPOSED KITCHEN ADDITION
SCALE: I/4" = I'-0"
NOTE:
-36" HEIGHT RAILS, TYP. @ALL STAIRS, DECKS OVER 30",
ETC. PER CODE
-ALL NEW EXTERIOR WALLS TO BE 2 X 6 FRAMING, U.N.O.
-ALL DIMENSIONS NOTED ARE TO FACE OF FINISH, U.N.O.
■
O WINDOW 0 EXISTING WALL TO REMAIN
O DOOR ®NEW WALL
sD SMOKE DETECTOR C - - - � FLOOR/ROOF/OBJECT ABOVE
� FAN PER CODE C � WALL TO BE DEMOLISHED
(MIN. CFM)
AREA OF
WORK @
STRUCTURE
ARCH. NORTH
2
SARA
WISE
DESIGN
DESIGNER /AGENT
3252 26th Ave West
Seattle, WA 98199
425.922.8340 cell
sarawise@me.com
sarawise.com
SCHELL
RESIDENCE
10624 243RD PL SW
EDMONDS, WA 98020
PERMIT
DRAWINGS
PROJECT #:
BLD2021-1083
SUBMITTAL DATE:
20 JULY 2021
COPYRIGHT 2021
SARA WISE DESIGN
SEATTLE, WA
CONTENTS
MAIN LEVEL PLAN
WINDOW &DOOR
SCHEDULES
REVISIONS
25 FEB 2022
CITY STAMP
REVISION
May 05 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2021-1083
A1.0
� +�' MAXIMUM ALLOWED HEIGHT (+124.0' PER DATUM BASELINE)
+25'-0+25'-0" FROM AVERAGE GRADE
+322.85' ACTUAL MAXIMUM HEIGHT @EXIST RIDGE (+123.02' PER DATUM BASELINE
_ +24'-0 4' FROM AVERAGE GRADE
+317.49' (E) TOP OF TOP PLATE @UPPER LEVEL 117.66' PER DATUM BASELINE)
+313.7' E) TOP OF RIDGE @EXIST. (LOWER HIP ROOF (113.87' PER DATUM BASELINE
(P) TOP OF RIDGE (a� PROPOSED LJ OWER) KITCHEN ADDITION ROOF.(112.31' PER DATUM B
o � - +13.31' FROM AVERAGE GRADE
N O
+309.37' (E) TOP OF SUBFLOOR UPPER LEVEL 109.54' PER DATUM BASELINE)
+308.27' (E) FI.NISHED CEILING @MAIN LEVEL 108.44' PER DATUM BASELINE)
`1 +307.9'-308.0' (E) TOP OF EAVES (PER SURVEY) (108.07'-108.17' PER DATUM BASELINE)
307.86' NEW TOP PLATE @ADDITION 108.03' PER DATUM BASELINE)
- _
� M �
+300.6' FINISHED FLOOR (E & P) MAIN LEVEL (100.77' PER DATUM BASELINE)
+I 2�INISHED FLOOR IEl GARAGE (99.87' PER DATUM. BASELINE_
+2�gg,g3' AVERAGE GRADE +99.0' PER DATUM BASELINE)
+323.83' MAXIMUM ALLOWED HEIGHT (+124.0' PER DATUM BASELINE)
-�' FROM AVERAGE GRADE
+322.85' ACTUAL MAXIMUM HEIGHT @EXIST RIDGE (+123.02' PER DATUM I
_ +24'-0 �" FROM AVERAGE GRADE
a
+317.49' (I
+313.7' (E
+31�
_ +13.31' I
o
�
N
O
`�
+309.37' I
+308.27' E
+307.9'-30
�
o0
307.86' NE
-
�
�
M
00
+300.6' FIN
+2gg,7' FIN
+n 298.83' A'
:) TOP OF TOP PLATE @UPPER LEVEL
TOP OF RIDGE @EXIST. (LOWER H) IP ROOF
') TOP OF RIDGE (a� PROPOSED LOf WER) KITCHEN ADDITION ROI
ROM AVERAGE GRADE
:) TOP OF SUBFLOOR UPPER LEVEL
FINISHED CEILING (c� MAIN LEVEL
f.0' (E) TOP OF EAVES (PER SURVEY)
W TOP PLATE (a� ADDITION
ISHED FLOOR (E & P) MAIN LEVEL
ISHED FLOOR (E) GARAGE
�ERAGE GRADE (+99.0' PER DATUM BASELINE)
TIGHTL
DOWNS
CODE,
'i' l i `ii' l � Y
SOUTH ELEVATION -SHOWING PROPOSED KITCHEN ADDITION
SCALE: I/4" = I'-0"
GRADE @ SE CORNER
IG RECTANGLE" INCL.
ROOF
GRADE @ NW CORNER OF
RECTANGLE
2
SARA
WISE
DESIGN
DESIGNER /AGENT
3252 26th Ave West
Seattle, WA 98199
425.922.8340 cell
sarawise@me.com
sarawise.com
SCHELL
RESIDENCE
10624 243RD PL SW
EDMONDS, WA 98020
PERMIT
DRAWINGS
PROJECT #:
BLD2021-1083
SUBMITTAL DATE:
20 JULY 2021
COPYRIGHT 2021
SARA WISE DESIGN
SEATTLE, WA
CONTENTS
NORTH &SOUTH
ELEVATIONS
REVISIONS
30 AUG 2021
�� 25 FEB 2022
CITY STAMP
EVISION
May 05 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
)2021-1083
2� NORTH ELEVATION (NO CHANGES)
/ SCALE: I/4" = I'-0"
A2.0
SARA
WISE
DESIGN
0
�n
N
0
�n
N
+323.83' MAXIMUM ALLOWED HEIGHT (+124.0' PER DATUM BASELINE
� _ +25'-0" FROM AVERAGE GRADE
+322.85' ACTUAL MAXIMUM HEIGHT @EXIST RIDGE (+123.02' PER DATUM BASELINE
+24'-0 4" FROM AVERAGE GRADE
+317.49' (E) TOP OF TOP PLATE @UPPER LEVEL 117.66' PER DATUM BASELINE)
+313.7' E) TOP OF RIDGE @EXIST. (LOWER) HIP ROOF (113.87' PER DATUM BASELI�
(P) TOP OF RIDGE (a� PROPOSED L( OWER) KITCHEN ADDITION ROOF.(112.31' P
- +13.31' FROM AVERAGE GRADE
+309.37' (E) TOP OF SUBFLOOR UPPER LEVEL (109.54' PER DATUM BASELINE)
_ + .27' (E) FINISHED CEILING @ M.AIN LEVEL (108.44' PER DATUM BASELINE)
+307.9'-308.0' (E) TOP OF EAVES (PER SURVEY) (108.07'-108.17' PER DATUM BASELINE)
7.86' NEW TOP PLATE @ADDITION 1( 08.03' PER DATUM BASELINE) i
+300.8' FINISHED FLOOR (E & P) MAIN LEVEL (100.77' PER DATUM BASELINE)
+I 2�INISHED FLOOR IEl GARAGE (99.87' PER DATUM. BASELINE_
l +2�98.83' AVERAGE GRADE +gg.0' PER DATUM BASELINE)
� +323.83' MAXIMUM ALLOWED HEIGHT (+124.0' PER DATUM BASELINE)
� _ +25'-0" FROM AVERAGE GRADE
+322.85' ACTUAL MAXIMUM HEIGHT @EXIST RIDGE (+123.02' PER DATUM BASE
_ +24'-0 4' FROM AVERAGE GRADE
+317.49' (E) TOP OF TOP PLATE @UPPER LEVEL 117.66' PER DATUM BASELINE
+313.7' E) TOP OF RIDGE EXIST. (LOWER) HIP ROOF (113.87' PER DATUM BAD
l.� (P) TOP OF RIDGE (a� PROPOSED LI OWER) KITCHEN ADDITION ROOF.(1'
+13.31' FROM AVERAGE GRADE
+309.37' (E) TOP OF SUBFLOOR UPPER LEVEL (109.54' PER DATUM BASELINE)
+ .27' (E) FI.NISHED CEILING @ M.AIN LEVEL (108.44' PER DATUM BASELINE)
+307.9'-308.0' (E) TOP OF EAVES (PER SURVEY) (108.07'-108.17' PER DATUM BASI
07.86' NEW TOP PLATE @ADDITION 1( 08.03' PER DATUM BASELINE) _
+300.8' FINISHED FLOOR (E & P) MAIN LEVEL (100.77' PER DATUM BASELINE)
+/ 2�INISHED FLOOR (El GARAGE (99.87' PER DATUM. BASELINE
� +2�98.83' AVERAGE GRADE +99.0' PER DATUM BASELINE)
IVVV l.Vl\IVLI\ VI
ENCLOSING RECTANGLE ("RECTANGLE BOX") CAPTURING
DDITION
D C B A
WEST ELEVATION -PROPOSED KITCHEN ADDITION
SCALE: I/4" = I'-0"
8'-8 I/2"
PROPOSED ADDITION
EXIST HOUSE
(OF
"ENCLOSING RECT." ,q g C D
INCL. ADDITION
@ NE CORNER
"RECTANGLE BOX")
v/NEW ROOF PER STRUCT. )
DDITION
2
DESIGNER /AGENT
3252 26th Ave West
Seattle, WA 98199
425.922.8340 cell
sarawise@me.com
sarawise.com
SCHELL
RESIDENCE
10624 243RD PL SW
EDMONDS, WA 98020
PERMIT
DRAWINGS
PROJECT #:
BLD2021-1083
SUBMITTAL DATE:
20 JULY 2021
COPYRIGHT 2021
SARA WISE DESIGN
SEATTLE, WA
CONTENTS
EAST &WEST
ELEVATIONS
REVISIONS
�� 30 AUG 2021
25 FEB 2022
CITY STAMP
EVISION
May 05 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
2021-1083
2 EAST ELEVATION -PROPOSED KITCHEN ADDITION
SCALE: I/4" = I'-0"
A2.1
D C B A
8'-10 I/2" 8'-8 I/2"
+323.83' MAXIMUM ALLOWED HEIGHT (+124.0' PER DATUM BASELINE)
� _ +25'-0" FROM AVERAGE GRADE
+322.85' ACTUAL MAXIMUM HEIGHT @EXIST RIDGE (+123.02' PER DATUM BASELINE
_ +24'-0 4' FROM AVERAGE GRADE
+317.49'
+313.7'
- +13.31
o
�
�
N
—
O
i
`�
+309.37'
307.86' �
- o0
� �
M
00
FFI
��+3UU.6'
+l�l
+��
EXISTING ROOF TO REMAIN UNCHANGED
(E) TOP OF TOP PLATE @UPPER LEVEL (117.66' PER DATUM BASELINE)
EXISTING
HIP ROOF
W/C BEDROOM NEW GABLE ROOF
_) TOP OF RIDGE @EXIST. (LOWER) HIP ROOF (113.87' PER DATUM BASELINE_ -ZOZ- -2O I -
EXIST TO REMAIN EXIST. TO REMAIN
(P) TOP OF RIDGE (a� PROPOSED L( OWER) KITCHEN ADDITION ROOF_(112.31' PER DATUM BASELINE_
FROM AVERAGE GRADE
(E) TOP OF SUBFLOOR UPPER LEVEL 109.54' PER DATUM BASELINE)
;E) FINISHED CEILING @MAIN LEVEL 108.44' PER DATUM BASELINE)
D8.0' (E) TOP OF EAVES (PER SURVEY) (108.07'-108.17' PER DATUM BASELINE)
EW TOP PLATE @ADDITION 108.03' PER DATUM BASELINE)
NEW DOOR E�ISTINC�
LIVING TO ACCESS HALLWAY I.O
STORAGE TO E AI DINING
EXISTING -109- DE I.0 UNC NG D .I
� FRONT ENTRY ExIST. To / \ -10�-
REMAIN
NISHED FLOOR (E & P) MAIN LEVEL (100.77' PER DATUM BASELINE) �__
NISHED FLOOR (E) GARAGE (99.87' PER DATUM. BASELINE
1VERAGE GRADE (+99.0' PER DATUM BASELINE)
EXTSTFD><I
+323.83' MAXIMUM ALLOWED HEIGHT (+124.0' PER DATUM BASELINE)
— � _ +25'-0" FROM AVERAGE GRADE
+322.85' ACTUAL MAXIMUM HEIGHT @EXIST RIDGE (+123.02' PER DATUM BASELINE
_ +24'-0 4' FROM AVERAGE GRADE
+317.49' (E) TOP OF TOP PLATE @UPPER LEVEL (117.66' PER DATUM BASELINE)
+313.7' E) TOP OF RIDGE @EXIST. (LOWER) HIP ROOF (113.87' PER DATUM BASELINE
(P) TOP OF RIDGE (a� PROPOSED L( OWER) KITCHEN ADDITION ROOF_(112.31' PER DATUI
o � - +13.31' FROM AVERAGE GRADE
N O
`� +309.37' (E) TOP OF SUBFLOOR UPPER LEVEL 109.54' PER DATUM BASELINE)
�(E) FINISHED CEILING @MAIN LEVEL 108.44' PER DATUM BASELINE)
+307.9'-308.0' (E) TOP OF EAVES (PER SURVEY) (108.07'-108.17' PER DATUM BASELINE)
307.86' NEW TOP PLATE @ADDITION 108.03' PER DATUM BASELINE)
_� - � °�°
� M ^ �
� n
+300.6' FINISHED FLOOR (E & P) MAIN LEVEL (100.77' PER DATUM BASELINE)
+/129_�INISHED FLOOR IEl GARAGE (99.87' PER DATUM. BASELINE
l +2�gg,g3' AVERAGE GRADE (+99.0' PER DATUM BASELINE)
1 1
<;
� � BUILDING SECTION
SCALE: I/4" = I'-0"
�2� BUILDING
SCALE: I/4" = I'-0"
@ PROPOSED KITCHEN ADDITION
SECTION @PROPOSED KITCHEN ADDITION
NEW FLOOR ADDITION
2'-0" +/-
(E) EAVES,
TYP.
2
LANDING
Z� w w
SLOPE ;,"/FOOT O O � cn
AWAY FROM HOUSE U Z � �
o � �
—z,-.
_ va
+Jv J
NEW FOUNDATION PER
STRUCTURAL
TYP. (Pl VAULTED ROOF OVER CONDITIONED SPACE CONSTRUCTION:
_COMPOSITE SHINGLE ROOFING TO MATCH EXIST. 01
_ ROOFING UNDERLAYMENT 0/
_ ROOF SHEATHING PER STRUCT. 0/
_ 2 X 8 RAFTERS PER STRUCT. W/
_ JM CORBOND III' CLOSED -CELL SPRAY FOAM INSULATION @ R=7/INCH
(ORINSPECTOR-APPROVED EQUIV. @ 5.5"MIN. TO R-38"MIN. PER CODE) 01
5/8" GWB CEILING
NOTE: � Per 2015 WSECIIRC R806.5, the roof shall be constructed as an unvented assembly using
spray foam insulation per Option 1/IRC R806.5 ("Air Impermeable' closed cell insulation sprayed directly to
the underside of the roof sheathing for all insulation to R-38 rating). The spray foam must be installed by a
certified installer. Johns Manville (JM) Corbond III Spray -Applied Polyurethane Insulation per the attached ER
Report #0146 or an inspector -approved equivalent shall be used in the assembly.
TYP. (P) NEW (EXTERIOR) WALL CONSTRUCTION:
�" WOOD SIDING TO MATCH EXIST., 0/
_MOISTURE BARRIER, 0/
_PLYWOOD SHEATHING PER STRUCT., 0/
_2x6 FRAMING PER STRUCT, WI
_R-21 BATT INSULATION, 0/
_VAPOR BARRIER, 0/
112" GWB
FLOOR CONSTRUCTION:
_FINISHED WOOD FLOORING TO MATCH EXIST 01
_PLYWOOD SUBFLOOR 01
_ R-38 BATT INSUL BETWEEN 2X8 WOOD JOISTS 0/
_NEW CONC FOOTING PER STRUC
_ 10 MIL OR BETTER CRAWL BARRIER TO BE INSTALLED AT GRADE, VAPOR TAPE
TO SEAL SEAMS, AROUND POSTS, AND AGAINST WALLS.
CRAWLSPACE VENTILATION/SCREENING AS REQUIRED PER CODE
NOTE: AT CONTRACTOR'S DISCRETION, USE DEEPER THAN SPECIFIED FLOOR
JOISTS AND/OR FURRING TO ACCOMMODATE FULL R-38 BATT INSULATION
THICKNESS (MAINTAIN FF LEVEL AS DESIGNED)
TYP. (Pl VAULTED ROOF OVER CONDITIONED SPACE CONSTRUCTION:
_COMPOSITE SHINGLE ROOFING TO MATCH EXIST. 0/
_ROOFING UNDERLAYMENT 01
_ROOF SHEATHING PER STRUCT. 01
_ 2 X 8 RAFTERS PER STRUCT. W/
_ JM CORBOND III` CLOSED -CELL SPRAY FOAM INSULATION @ R=7/INCH
(OR INSPECTOR -APPROVED EQUIV. @ 5.5"MIN. TO R-38"MIN. PER CODE) 0/
_ 518" GWB CEILING
NOTE: •Per 2015 WSEC/IRC R806.5, the roof shall be constructed as an unvented assembly using
spray foam insulation per Option 1/IRC R806.5 ("Air Impermeable" closed cell insulation sprayed directly to
the underside of the roof sheathing for all insulation to R-38 rating). The spray foam must be installed by a
certified installer. Johns Manville (JM) Corbond III Spray -Applied Polyurethane Insulation per the attached ER
Report #0146 or an inspector -approved equivalent shall be used in the assembly.
TYP. (P) NEW (EXTERIOR) WALL
�" WOOD SIDING TO MATCH EXIST., 0/
_MOISTURE BARRIER, 0/
_PLYWOOD SHEATHING PER STRUCT., 0/
_2x6 FRAMING PER STRUCT, WI
_R-21 BATT INSULATION, 0/
_VAPOR BARRIER, 0/
112" GWB
FLOOR CONSTRUCTION:
_FINISHED WOOD FLOORING TO MATCH EXIST 0/
_ PLYWOOD SUBFLOOR PER STRUCT. 0/
_ R-38 BATT INSUL BETWEEN 2X8 JOISTS PER STRUCT. 01
NEW CONC FOOTING PER STRUC. W/
_ 10 MIL OR BETTER CRAWL BARRIER TO BE INSTALLED AT GRADE,
VAPOR TAPE TO SEAL SEAMS, AROUND POSTS, AND AGAINST WALLS
AND
_CRAWLSPACE VENTILATION/SCREENING AS REQUIRED PER CODE
NOTE: AT CONTRACTOR'S DISCRETION, USE DEEPER THAN SPECIFIED
FLOOR JOISTS AND/OR FURRING TO ACCOMMODATE FULL R-38 BATT
INSULATION THICKNESS
(MAINTAIN FF LEVEL AS DESIGNED)
2
SARA
WISE
DESIGN
DESIGNER /AGENT
3252 26th Ave West
Seattle, WA 98199
425.922.8340 cell
sarawise@me.com
sarawise.com
SCHELL
RESIDENCE
10624 243RD PL SW
EDMONDS, WA 98020
PERMIT
DRAWINGS
PROJECT #:
BLD2021-1083
SUBMITTAL DATE:
20 JULY 2021
COPYRIGHT 2021
SARA WISE DESIGN
SEATTLE, WA
CONTENTS
BUILDING SECTIONS
REVISIONS
�1 30 AUG 2021
2� 25 FEB 2022
CITY STAMP
REVISION
May 05 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
)2021-1083
A3.0