REV1 APPROVED PLN BLD BLD2022-1329+Architectural_Plan+10.18.2024_12.57.56_PM+4568726TREE TABLES
EXISTING TREES
MARK
TRUNK 0
DRIP LINE 0
SPECIES
CONDITION
REMOVED?
NOTES
1
11"
10 FT
REDWOOD
FAIR
YES
POOR FORM, FORKED LOWER TRUNK
2
14"
20 FT
FLOWERING CHERRY
GOOD
YES
COMPROMISED BY CONSTRUCTION
3
7"
10 FT
NORWAY MAPLE
GOOD
NO
ON BOUNDARY LINE
PROPOSED TREES
MARK
TRUNK 0
SPECIES
A
1%"
PYRAMIDAL EUROPEAN HORNBEAM (CARPINUS BETULUS'FASTIGIATA')
B
1%"
PYRAMIDAL EUROPEAN HORNBEAM (CARPINUS BETULUS'FASTIGIATA')
C
1%"
PYRAMIDAL EUROPEAN HORNBEAM (CARPINUS BETULUS'FASTIGIATA')
D
1%"
PYRAMIDAL EUROPEAN HORNBEAM (CARPINUS BETULUS'FASTIGIATA')
E
1%"
PYRAMIDAL EUROPEAN HORNBEAM (CARPINUS BETULUS'FASTIGIATA')
ALL WORK SUBJECT
TO FIELD
AVERAGE GRADE CALCULATION CINSPECTION FOR
ODE COMPLIANCE
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
APPROVED 7)07c0VML#L Vfka-IL
(53.39') + (54.09') + (54.161 + (53.75') PLANS MUST BE BUILDING OFFICIAL
4 ON JOB SITE
Dec 20 2024
APPROVED DATE
215.39 = 53.85'
4----------------------- - - - - - -
(Plan sheets AO.5,1.1,2.1,2.2,2.3,2.4 I
�3.1,3.2,3.3,3.4,3.5,3.6,4.1,4.2,4.3,
15.1,5.2, and 5.3 have been revised
!please provide, the original approved
Iplan set 8/29/2024 for inspections. I
L---------------------------I
r- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
IApproved revisions are as follows:
i1) Updated Structural plans
APPROVED BY PLANNING 12) Exterior siding changed from Veneer Brick to Faux Board
I3) Roof changed from Standing Seam metal to Composition Shingles
14) The Balcony of the North Elevation of unit A was reduced in size
I
Jan 04 2025
Q) 61 / +d \L L / h /
o�' / �� }
�, d \L if, QS�
408 3RD AVENUE N
APN:004342-119-038-00
ZONED: RS-6
o a
\ 18 TYP.
+
2 ryD O
\�l \ E 18 \� TYP. 1 +
.. °
I 36" E a ° /
Q \ ° TYP.
3 TYP.
3 TYP.
\\ 8
S n QS° $ �V\ C °
LLJ a_o 00 / 1ti C:;)o�(� es 18 TYP. C]\ S\ 3 v d 12 ` W FG = 54.95'±
Gvy ` °
LV w I °h / O" ° d��� \ \ �oOff+14 A \ ° 20
Q o \/s / \� b5
1\7
CATCH BASIN
02D
°�'z 12 7+' I \ }h�h M / O� / IE=48.45' (BTM)
o o i`\❑ �Q ,. W $`WW W W jjWW W W WW W 1W I W
305 4TH AVENUE N
IE=49.55'(8" W) 27 T 22B 05-Ljj00
h 25
STORM MANHOLE 23 BONED: BD-5
"RIM=51.77' 3#2
CIE=46.62' (N-S) ---� �� ���y °: �N `' + W 12W DS < D vW y 20.5'D w-D�-DS. W w W ° 14
IE=48.97' (E) 3
FG = 53.41 '+ 5.5'°° FG = 54.66'+ A £ ' I° h + a•
/S Q� 4� 22 °' W EG = 53.39'± EG = 54.09'± aP I ° 30 . d +
TYP. 3 ra'� a - °. 'a I S.O.G.
CATCH BASIN I
3 RIM=51.58' E % W W 54.813'± - S.O.G. 54.58'± '
�� IE=49.38' (BTM) 1 °\a 0 20 W IDNy I� 3 I
�% / IE=49.78' (8" WYP. W • W
N °tip" ° ..`'�.. ;. 10 W 5 1
IV a
- W w WW + ° y. W
SANITARY MANHOLE - o ° 00 9 TYP. 2
° I�
24' 0" BACKING DISTANCE
RIM=52.04' \o o. ° I° W------- Q I`
Q IE=45.34' Vryh°. a ° 15 �h ° W-----------------
CENTERLINE MONUMENT e ° '. b 9 h� �� a;I I I
° a. to o ❑ +M 4
° � in S.O.G. = 54.83'± I F- 13 0 o
FOUND EXISTING ° a° b�$ 16 �Iv. _ a I ° �^ 4iti h�.
a ° .° o O \O ° . I 3... + F
MONUMENT IN CASE ON / d ° + /col 22 I ;r, G 3
JULY 27, 2021 ° ti� ++++++ n n D D I dy I S.O.G. = 54.45'± I °3. 303 4TH AVENUE N
N=300,639.0910 Va ° + + + oo` I ° a +I APN:004342-026-009-01
E=1,260,998.0680 o � ❑ N I - L o
O - - - - +, A a ,n ZONED: BD-5
j (nn 3 �i a °a o � � a ^� ° Q (4) TOWNHOUSES 7171
a� I / o 0
~o _ PARCEL B
+� FOOTPRINT: 2660± SF I 3 0
21 I LOT AREA: 4628± SF CATCH BASIN
°
3 + e+ 22 ti I - ° N RIM=53.94'
0 0 9� a. 1 y ]T _ y'o I I. a 3 M 5 IE UNAVAILABLE -lXh
ti� . Q EM h # DS P P I S.O.G. = 54.31'± v G PP (FILLED IN)
wM + / f H' f H / f �-/ f /P/
N5 A} I v 1 L- - ^o / 0x 24 TYP.
` al S.O.G. = 54.83'± I a
4ti �0 1 8 I 1--------�- I- -II- �I ----- '� o , , 4J
ti + (E) SINGLE-FAMILY RESIDENCE + DS �T
�o ° w�w� O �� +�� Q
v� 3 ° hti� C_ TO BE CONVERTED TO OFFICE 13 I al / UNDER SEPARATE PERMIT + A
304 3RD AVENUE N
3 ° PARCEL A + q S.O.G. = 54.83'±
.�
I a. a i - S.0_G. = 54.35'±
c� ° ° ° . N FOOTPRINT: 962± SF 22 `
CD
LOT AREA: 2872± SF 2 + ° I 0 tiA
IZ I�71�
3 IF CATCH BASIN
_ RIM=53.71'
a a. a TYP. 't
�\. �Q. IL 1311E=51.71' (BTM)
IE=51.81' 00" SW)
3 0 S 38 _ DS I E=51.21 ' (6" NE)
N59°41'20"W 60.00' �. �- a_ a a a a D D a a a
c75 p tL �ry 6° DT -= - -- =P -� P__---P ---P ----P
77
a wv wM #3 FG - 53.75'+ �h N59°41'20"W 57.59' h -P �
W EG = 53.75'± 7 P
FG = 54.16'± 6 �
3 / EG = 54.16'± Q� ° TYP. P =
��
<,tl ' v I 6v hti I \ 24 +
+ q h 16'-0" ALLEY' Z o
CD
LU o
� °° / I 311 EDMONDS STREET I < ix w o m
APN: 004342-026-001-02 I z N
a
I / ELEC. Q Q C w
I ZONED: BD-2 VAULT 26 I Cj z
o
30'-0" HALF ROW '� � N
CD
1 CD CD
ZONING SITE PLAN N 0 5 10 20
A0.5 SCALE: I" = 10'
1 " = 10'
TRUE PROJECT
KEYNOTES
SCOPE OF WORK
1. (N) STREET FRONTAGE IMPROVEMENTS PER CIVIL.
CONSTRUCT (4) TOWNHOUSES TOTAL. (2) TOWNHOUSES TO
(SHOWN FOR REF. ONLY)
CONTAIN 1774± SF LIVING AREA AND 383± SF GARAGE (EA.)
2. (E) TREE TO REMAIN.
AND (2) TOWNHOUSES TO CONTAIN 1407± SF LIVING AREA
3. SURVEYED LOCATION OF (E) UTILITIES. SHOWN
FOR REF. ONLY.
AND 303± SF GARAGE (EA.). CONSTRUCT SITE IMPROVEMENTS
4. DEMOLISH (E) DUPLEX AND GARAGE UNDER SEPARATE PERMIT.
INCLUDING BUT NOT LIMITED TO STORM DRAINAGE,
5. REMOVE (E) UTILITY POLE, GUY, AND OVERHEAD STRIKES.
WALKWAYS AND SITE STAIRS.
6. (N) UTILITY POLE PER CIVIL. SHOWN FOR REF. ONLY.
7. (N) UNDERGROUND POWER SERVICE FOR NEIGHBORING
LOT PER
(E) DUPLEX TO BE DEMOLISHED UNDER SEPARATE PERMIT.
CIVIL. SHOWN FOR REF. ONLY.
8. 2 FT MAX HT CONCRETE WALL PER STRUCTURAL.
ESTABLISH USE AND OCCUPY, PER PLANS.
9. 4 FT WIDE CONCRETE WALK PER CIVIL.
10. 4 FT WIDE SITE STAIRS (3R @ 6", 2T @12").
11. 8.5 FT x 16.5 FT PARKING SPACE.
PROJECT INFO.
12. (N) TREE PER LANDSCAPE. SHOWN FOR REF. ONLY.
13. LINE OF CANOPY (ABOVE).
SITE ADDRESS
14. REMOVE (E) TREE.
310 DALEY STREET
15. (N) LOT LINE ESTABLISHED UNDER PLN2023-0069.
EDMONDS, WA 98020
16. (N) BIORETENTION PLANTER PER CIVIL. SHOWN FOR REF. ONLY.
17. (N) DETENTION VAULT PER CIVIL. SHOWN FOR REF. ONLY.
ZONING AND LAND AREA
18. (N) UTILITIES PER CIVIL. SHOWN FOR REF. ONLY.
19. (E) ELECTRICAL METER TO REMAIN.
ZONING: BD-2
20. STREET -FACING PEDESTRIAN AREA (640± SF TOTAL)
LOT AREA: 4641 SF
21. AT -GRADE AMENITY AREA (309± SF TOTAL)
PARCEL MAP NUMBER
22. LINE OF BALCONY ABOVE
23. 3FT. BY 20.5FT. REFUSE STAGING AREA. (EIGHT 28"x35" BINS)
004342-026-001-01
24. (E) OVERHEAD ELECTRICAL SERVICE TO NEIGHBORING
PARCEL
TO REMAIN. REROUTE TO (N) UTILITY POLE.
LEGAL DESCRIPTION
25. (N) ENTRY WALKWAY AND STAIRS. REF. A2.1
FOR DETAILS.
26. REROUTE (E) OVERHEAD ELECTRICAL LINE TO (N) UTILITY POLE.
LOTS 1, 2, 3, AND 4, BLOCK J. CITY OF EDMONDS, ACCORDING TO
27. SHORT-TERM BICYCLE PARKING (CYCLESAFE U/2 OR EQUAL).
THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE
28. TRASH/RECYCLING STORAGE IN PRIVATE GARAGE.
39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
EDMONDS DESIGN STANDARDS
EXCEPT THE SOUTH 60 FEET THEREOF.
JURISDICTION
CODE COMPLIANCE 2018 SRC / TYPE V-B
/ OCC. R3 / ZONED BD2
EDMONDS, SNOHOMISH COUNTY, WASHINGTON
PERMITTED USES: ALLOWED:
TOWNHOUSES, RENTAL,
BUILDING INFORMATION
(ECDC 16.43.020)
OFFICE, RESTAURANTS
PROPOSED:
TOWNHOUSES
OCCUPANCY: R-3 (TOWNHOUSES)
CONSTRUCTION: VB
LOT AREA: N/A:
NO REQUIREMENT
FIRE SUPPRESSION: NFPA 13D THROUGHOUT
(ECDC 16.43.030.A)
SEPA COMPLIANCE
LOT WIDTH: N/A:
NO REQUIREMENT
(ECDC 16.43.030.A)
APPLICABLE SEPA THRESHOLD IS (4) DWELLING UNITS.
THIS PROJECT CONTAINS (4) DWELLING UNITS AND IS
SETBACKS: N/A:
NO REQUIREMENT
CATEGORICALLY EXEMPT FROM ENVIRONMENTAL REVIEW
(ECDC 16.43.030.A)
PROJECT NUMBERS
STRUCTURE HEIGHT: ALLOWED:
30 FT ABV AVG (E) GRADE
UNIT A BUILDING PERMIT (THIS PERMIT): BLD2022-1329
(ECDC 16.43.030.A)
(REF. CALL. THIS SHEET)
UNIT B BUILDING PERMIT: BLD2022-1325
53.85' + 30' = 83.85'
UNIT C BUILDING PERMIT: BLD2022-1326
PROPOSED:
83.85'
UNIT D BUILDING PERMIT: BLD2022-1327
(REF. A3.1-A3.3)
DEMOLITION PERMIT: BLD2022-1328
PRELIMINARY SHORT PLAT: PLN2023-0069
GROUND FLOOR HEIGHT: N/A:
SITE NOT LOCATED IN
RIGHT-OF-WAY CONSTRUCTION: BLD2023-0473
(ECDC 16.43.030.A)
DESIGNATED FRONTAGE
GROUND FLOOR ELEV.: N/A:
SITE NOT LOCATED IN
(ECDC 16.43.030.B.5)
DESIGNATED FRONTAGE
PROJECT DIRECTORY
GROUND FLOOR USES: N/A:
SITE NOT LOCATED IN
OWNER AND DEVELOPER
(ECDC 16.43.030.B.7)
DESIGNATED FRONTAGE
(ECDC 16.43.030.B.10.E)
HBRE INVESTMENTS
1951 3RD AVENUE W
OPEN SPACE: N/A:
OPEN SPACE REQ'S
SEATTLE, WA 98119
(ECDC 16.43.030.E)
APPLY TO LOTS IN EXCESS
DESIGNER AND APPLICANT
OF 12,000 SF AND TO BLGS
WITH STREET FRONTAGE
CITIZEN DESIGN
EXCEEDING 120 FT IN
10 DRAVUS STREET
WIDTH. NEITHER IS TRUE
SEATTLE, WA 98109
OF THIS PROJECT.
CONTACT: JACOB YOUNG
TEL: 206.853.8055
DENSITY: N/A:
NO LIMIT
EMAIL:
(ECDC 16.43.030.F)
JYOUNG@COLLABORATIVECO.COM
SCREENING: N/A:
SITE IS NOT ADJACENT TO
STRUCTURAL ENGINEER
(ECDC16.43.030.H)
R-ZONED PROPERTY
BUILT ENGINEERING
534 BROADWAY #305
PARKING: REQUIRED:
1 SPACE PER UNIT
TACOMA, WA 98402
(ECDC 17.50.010.C)
(4) UNITS x 1 = (4)
CONTACT: BRICE PARRISH
SPACES REQ'D
TEL: 253.985.5008
PROPOSED:
(6) SPACES PROVIDED
EMAIL: BRICE@BUILTSTRUCTURAL.COM
EXTERIOR MATERIALS: REQUIRED:
EXTERIOR MATERIALS TO
(ORD.425622.43.080.B)
BE STONE, WOOD, GLASS,
CIVIL ENGINEER
ARCH'L METAL AND/OR
DAVIDO CONSULTING GROUP
BRICK. OTHER MATERIALS
15029 BOTHELL WAY NE #600
WHICH REPLICATE THE
LAKE FOREST PARK, WA 98155
APPEARANCE OF THESE
CONTACT: TIM GABELEIN, PE
MATERIALS MAY BE USED.
PROPOSED:
EXTERIOR MATERIALS
TEL: 206.523.0024
INCLUDE BRICK, CEDAR
EMAIL: TIM@DCGENGR.COM
LAP SIDING, VERT. PLANK
SIDING AND DETAIL
SURVEY
PANELS. REF. A3.1-A3.3
CHADWICK + WINTERS
FOR DETAILS.
1422 NW 85TH STREET
PRIVATE AMENITY SPACE: REQUIRED:
AMENITY AREAS EQUAL
SEATTLE, WA 98117
(ORD. 4256 22.43.080.C)
TO 10% OF LOT AREA
CONTACT: BRANDON WINTERS
0.10 * 4641 = 464 SF
TEL: 206.297.0996
PROPOSED:
AT -GRADE: 309± SF
EMAIL: BRANDONW@CHADWICKWINTERS.COM
BALCONIES: 367± SF
TOTAL: 676±SF
LANDSCAPE ARCHITECT
REF. A2.2-A2.3 FOR
CRAMER DESIGN CONSULTANTS
BALCONY LOCATIONS
1909 242ND STREET SE
BOTHELL, WA 98021
ROOF MODULATION: REQUIRED:
ROOF MODULATION REQ'D
CONTACT: GAYLE CRAMER
(ORD. 4256 22.43.080.D) PROPOSED:
THE ROOF IS DIVIDED INTO
TEL: 425.241.6258
THREE SEGMENTS,
EMAIL: CDCLSA@FRONTIER.COM
PROVIDING REQ'D
MODULATION. REF.
ARBORIST
A3.1-A3.3 FOR DETAILS.
LAYTON TREE CONSULTING
PEDESTRIAN AREA: REQUIRED:
PEDESTRIAN AMENITY
PO BOX 572
(ORD. 4256 22.43.080.E)
AREA EQUAL TO 5% OF LOT
SNOHOMISH, WA 98291
AREA LOCATED ALONG
CONTACT: BOB LAYTON
THE STREET.
TEL: 425.220.5711
0.05 * 4641 = 232 SF
EMAIL: BOB@LAYTONTREECONSULTING.COM
PROPOSED:
640± SF LANDSCAPED
AREA LOCATED BETWEEN
GENERAL CONTRACTOR
THE BUILDING AND THE
STREET.
SEATTLE LUXURY HOMES, LLC
PO BOX 1478
BICYCLE PARKING: REQUIRED:
1 SHORT-TERM SPACE
EDMONDS, WA 98020
(ORD. 4277)
PER 10 UNITS. LONG-
LIC. NO.: SEATTLH822JB
TERM SPACES NOT REQ'D
CONTACT: JOHNATHAN KURTH
PER TBL 17.120-2 NOTE 1.
T: 206.579.5272
PROPOSED:
(2) SHORT-TERM SPACES
E: JOHNATHAN.KURTH@GMAIL.COM
CITIZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2022-1329
BLD2022-1325
BLD2022-1326
BLD2022-1327
v I
,W
v I
0
o
N
Zo
eo
0%
0
O
Z
O
O
W "'
J W
Q W
ul
w
0
� o
CM M
City of EDMONDS
Permit Set
October 7, 2022
Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
ZONING
SITE PLAN
SCALE: AS NOTED
A005
KEYNOTES
SCOPE OF WORK
Z \
Lu
Z `°
j w
Qin
0
CD
I� o
O
01
Z
M
L=pj I
J
CENTERLINE MONUMENT
FOUND EXISTING
MONUMENT IN CASE ON
JULY 27, 2021
N=300,639.0910
E=1,260,998.0680
O
408 3RD AVENUE N
APN: 004342-119-038-00
ZONED: RS-6
/
/
/ o
❑
/
D /
` toCl> 9
�b�9
O/x /
O] Lop.
.p v.
0� 12
Q p e p
°
p
ap .
9
TYP. 1
°
a p a
p
a
v a
e
°
p v
' v
V v' \
o. v
a °
o a ' o b(6-
a 6 c
10
v a 5
o °v /
q o
O
1 �T
T
o �1
,o (E) SINGLE-FAMILY RESIDENCE
C.
a I o TO BE CONVERTED TO OFFICE
UNDER SEPARATE PERMIT
w 304 3RD AVENUE N
p PARCEL A
N FOOTPRINT: 962± SF
a p . ° CDLOT AREA: 2872± SF
IZ
s.
a
�O I
p
V.
° V
V
N59°41'20"W 60.00'
D wV WM
0
311 EDMONDS STREET
APN: 004342-026-001-02
ZONED: BD-2
30'-0" HALF ROW
ARCHITECTURAL SITE PLAN
SCALE: I" = 10'
/
-55,
. p v
p a
IIp
p
d p
p a
v' o°
a. .
X
ZL
C W V•
v p
g W W
° 17 A W W
W W
Vv Q V V 1 Q W W W W
n J W W W W W W W
V W W W W W W W
8 a' �o jb�
a Q
C O �eC,� W V• W W V• W W y W W
I W . W W W W y I W W
I
J
/
E
LO
Lq
10.
•
co
ZN
/
•
_
Cn
/
13
i�
OEEM..
IM
j
•
G
•
■I
° B W W W W W W W W I��
p
W V• ,I W W W W W W W W W W W 13 W
9 IVI
W W W W W W W W W V• V• W W p.\�JI
12' V DS'
W W W W W 20.5' \ W W DS W l W W 1
/
25" ET \ 2
I \
I \
305 4TH AVENUE N
APN: 004342 -026 -005 -00
ZONED: BD-5
I
I
D
FG = 54.66'+ 1-
EG = 53.39'± I EG = 54.09'±
54.83'± S.O.G. = 54.58'± °
IV-
7 I
d v
- - - TYP 19 24'-0" BACKING DISTANCE I
DS' v
S.O.G. = 54.83'± I
� I I
'n I S.O.G. = 54.45'± 303 4TH AVENUE N
I a APN:004342-026-009-01
`-- .a F. .
J ZONED: BD-5
(4) TOWNHOUSES � 71� 71
o _ PARCEL B _ - - - - -
f
FOOTPRINT: 2660± SF
LOT AREA: 4628± SF
I ..I p
S.O.G.
I °v
�------- No
TYP.
d a
S.O.G. = 54.83'±
O
-------�-------- ADS
I
° Lu
S.O.G. = 54.83'± I 24'-0" FSD /
a TYP. 7 i - S.O.G. = 54.35'±
IF °
s p1
IV_ o 3
DS 38' DS '
0
w 14 TYP.
N59°41'20"W 57.59' �P
FG = 54.16'+
X-0" FSD EG = 54.16'±
16'-0" ALLEY
Z o
\ Z) o L?
CDOx IA Lu Oi m
10
ELEC. 16 = Q C w
VAULT I N Z
M N
CD
O O
M O
i
TRUE PROJECT
0 5 10 20
1 " = 10'
1. (N) STREET FRONTAGE IMPROVEMENTS PER CIVIL.
(SHOWN FOR REF. ONLY)
2. (E) TREE TO REMAIN.
3. (N) UTILITY POLE PER CIVIL. SHOWN FOR REF. ONLY.
4. 2 FT MAX HT CONCRETE WALL PER STRUCTURAL.
5. 4 FT WIDE CONCRETE WALK PER CIVIL.
6. 4 FT WIDE SITE STAIRS (3R @ 6", 2T @12").
7. 8.5 FT x 16.5 FT PARKING SPACE.
8. (N) TREE PER LANDSCAPE. SHOWN FOR REF. ONLY.
9. LINE OF CANOPY (ABOVE).
10. (N) BIORETENTION PLANTER PER CIVIL. SHOWN FOR REF. ONLY.
11. (N) DETENTION VAULT PER CIVIL. SHOWN FOR REF. ONLY.
12. CORNER OF BUILDING AT R.
13. LINE OF BALCONY ABOVE
14. (E) OVERHEAD ELEC'L AND PHONE SERVICES TO NEIGHBORING
PARCEL TO REMAIN. REROUTE TO (N) UTILITY POLE.
15. (N) ENTRY WALKWAY AND STAIRS. REF. A2.1 FOR DETAILS.
16. REROUTE (E) OVERHEAD ELECTRICAL LINE TO (N) UTILITY POLE.
17. SHORT-TERM BICYCLE PARKING (CYCLESAFE U/2 OR EQUAL)
18. PAVED AREA FOR TRASH STAGING PER CIVIL.
19. TRASH/RECYCLING STORAGE IN PRIVATE GARAGE.
CONSTRUCT (4) TOWNHOUSES TOTAL. (2) TOWNHOUSES TO
CONTAIN 1774± SF LIVING AREA AND 383± SF GARAGE (EA.)
AND (2) TOWNHOUSES TO CONTAIN 1407± SF LIVING AREA
AND 303± SF GARAGE (EA.). CONSTRUCT SITE IMPROVEMENTS
INCLUDING BUT NOT LIMITED TO STORM DRAINAGE,
WALKWAYS AND SITE STAIRS.
(E) DUPLEX TO BE DEMOLISHED UNDER SEPARATE PERMIT
ESTABLISH USE AND OCCUPY, PER PLANS.
PROJ ECT I N FO.
SITE ADDRESS
310 DALEY STREET
EDMONDS, WA 98020
ZONING AND LAND AREA
ZONING: BD-2
LOT AREA: 4641 SF
PARCEL MAP NUMBER
004342-026-001-01
LEGAL DESCRIPTION
LOTS 1, 2, 3, AND 4, BLOCK J. CITY OF EDMONDS, ACCORDING TO
THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE
39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON.
EXCEPT THE SOUTH 60 FEET THEREOF.
JURISDICTION
EDMONDS, SNOHOMISH COUNTY, WASHINGTON
BUILDING INFORMATION
OCCUPANCY: R-3 (TOWNHOUSES)
CONSTRUCTION: VB
FIRE SUPPRESSION: NFPA 13D THROUGHOUT
SEPA COMPLIANCE
APPLICABLE SEPA THRESHOLD IS (4) DWELLING UNITS.
THIS PROJECT CONTAINS (4) DWELLING UNITS AND IS
CATEGORICALLY EXEMPT FROM ENVIRONMENTAL REVIEW
PROJECT NUMBERS
UNIT A BUILDING PERMIT (THIS PERMIT): BLD2022-1329
UNIT B BUILDING PERMIT: BLD2022-1325
UNIT C BUILDING PERMIT: BLD2022-1326
UNIT D BUILDING PERMIT: BLD2022-1327
DEMOLITION PERMIT: BLD2022-1328
PRELIMINARY SHORT PLAT: PLN2023-0069
RIGHT-OF-WAY CONSTRUCTION: ENG2023-0473
PROJECT DIRECTORY
OWNER AND DEVELOPER
HBRE INVESTMENTS
1951 3RD AVENUE W
SEATTLE, WA 98119
DESIGNER AND APPLICANT
CITIZEN DESIGN
10 DRAVUS STREET
SEATTLE, WA 98109
CONTACT: JACOB YOUNG
TEL: 206.853.8055
EMAIL:
JYOU NG@COLLABORATIVECO.COM
STRUCTURAL ENGINEER
BUILT ENGINEERING
534 BROADWAY #305
TACOMA, WA 98402
CONTACT: BRICE PARRISH
TEL: 253.985.5008
EMAIL: BRICE@BUILTSTRUCTURAL.COM
CIVIL ENGINEER
DAVIDO CONSULTING GROUP
15029 BOTHELL WAY NE #600
LAKE FOREST PARK, WA 98155
CONTACT: TIM GABELEIN, PE
TEL: 206.523.0024
EMAIL: TIM@DCGENGR.COM
SURVEY
CHADWICK + WINTERS
1422 NW 85TH STREET
SEATTLE, WA 98117
CONTACT: BRANDON WINTERS
TEL: 206.297.0996
EMAIL: BRANDONW@CHADWICKWINTERS.COM
LANDSCAPE ARCHITECT
CRAMER DESIGN CONSULTANTS
1909 242ND STREET SE
BOTHELL, WA 98021
CONTACT: GAYLE CRAMER
TEL: 425.241.6258
EMAIL: CDCLSA@FRONTIER.COM
ARBORIST
LAYTON TREE CONSULTING
PO BOX 572
SNOHOMISH, WA 98291
CONTACT: BOB LAYTON
TEL: 425.220.5711
EMAIL: BOB@LAYTONTREECONSULTING.COM
GENERAL CONTRACTOR
SEATTLE LUXURY HOMES, LLC
PO BOX 1478
EDMONDS, WA 98020
LIC. NO.: SEATTLH822JB
CONTACT: JOHNATHAN KURTH
T: 206.579.5272
E: JOHNATHAN.KURTH@GMAIL.COM
CITIZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
ul
,W
v I
0
O
N
Zo
00
o%
0
z
z
O
O
W W
J W
Q W
ul
W
0 Q
� o
CM M
City of EDMONDS
Permit Set
October 7, 2022
Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
ARCHITECTURAL
SITE PLAN
SCALE: AS NOTED
Al
■
LEGEND
0
PARTY WALL
1-HR RATED PER IRC R302.2.2.1
0
2x6 FRAMED WALL
O
2x4 FRAMED WALL
SPOT ELEVATION
❑X
NOTE CALLOUT
OX
DOOR CALLOUT
OX
WINDOW CALLOUT
EG = EGRESS
SG = SAFETY GLAZING
SCUPPER
•DS
DOWNSPOUT
PLAN NOTES
1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.)
2. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES.
3. SEE "S" SHEET SERIES FOR LATERAL INFORMATION AND ENGINEERING DETAILS.
4. ALL INTERIOR WALLS W4 AND 2x4 U.N.O.
5. ALL EXTERIOR WALLS W1 AND 2x6 U.N.O.
6. GIVEN WINDOW DIMENSIONS ARE TO ROUGH OPENINGS. FINISH OPENING PER MFR.
7. GIVEN DOOR DIMENSIONS ARE TO DOOR PANEL. ROUGH OPENINGS PER MFR.
8. ALL DOORS SHALL BE CENTERED ON WALL OR 3" FROM ADJACENT WALL U.N.O.
9. ALL OPERABLE WINDOWS SHALL HAVE SCREENS AND BE CONTROLLABLE AND
SECURABLE PER IRC M1507.3.4.4.
10. ALL EXHAUSTS SHALL TERMINATE NOT LESS THAN 3 FT FROM PROPERTY LINES; 3 FT
FROM OPERABLE/NON-OPERABLE OPENINGS INTO BUILDING AND 10 FT FROM
MECHANICAL AIR INTAKES, EXCEPT WHERE OPENING IS 3 FT ABOVE AIR INTAKE PER
IRC M1506.3.
11. SEE DETAILS 3/A5.3 & 4/A5.3 FOR STAIR & RAILING REQUIREMENTS.
12. CASEWORK NOT IN CONTRACT. REFER TO CASEWORK SHOP DRAWINGS FOR
DIMENSIONS AND DETAILS.
13. SMOKE ALARMS/DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, IN THE
AREA OUTSIDE THE SLEEPING ROOM AND IN OTHER LOCATIONS PER IRC SECTION R314.
ELECTRICAL POWER AND INTERCONNECTION PER CODE.
SMOKE DETECTOR: sD
14. CARBON MONOXIDE DETECTORS SHALL BE LOCATED OUTSIDE OF ALL SLEEPING
ROOMS AND ON EACH LEVEL.
CARBON MONOXIDE DETECTOR: CD
COMBO SMOKE/CARBON MONOXIDE DETECTOR: csD
15. INSTALL HEAT DETECTOR IN GARAGE. DETECTOR SHALL BE RATED FOR AMBIENT
TEMPERATURE AND HUMIDITY AND SHALL BE INSTALLED PER MANUFACTURER'S
INSTRUCTIONS. HEAT DETECTOR: HD
16. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN EVERY
SLEEPING ROOM BELOW THE 4TH STORY PER 2018 IRC R310.
• MIN. 5.7 SF NET CLR OPENABLE AREA
• MIN. 24" NET CLR OPENABLE HEIGHT
• MIN. 20" NET CLR OPENABLE WIDTH
• MAX. 44" FINISHED SILL HEIGHT
• OPENABLE W/O KEYS OR SPECIAL TOOLS
13. SAFETY GLAZING REQUIRED PER IRC 308.4.
14. WALLS AND SOFFITS OF ENCLOSED SPACES UNDER STAIRS SHALL BE PROTECTED ON
THE ENCLOSED SIDE WITH A MINIMUM OF)/2" GYPSUM BOARD AS REQUIRED BY IRC
R302.7.
15. MECHANICAL SYSTEM SHALL BE DESIGN -BUILD.
16. LOCAL EXHAUST FANS:
Q 50 CFM (MIN) ON SWITCH
QQ 100 CFM (MIN) ON TIMER (WHOLE HOUSE FAN, 66% RUNTIME MIN.)
Q 100 CFM (MIN) RANGE HOOD ON SWITCH
17. PER WASHINGTON STATE ENERGY CODE, RESIDENTIAL FOR MEDIUM RESIDENCE,
6.0 CREDITS ARE REQUIRED. THE FOLLOWING CREDITS ARE PURSUED:
• FUEL NORMALIZATION OPTION 2: DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM (1.0
CREDIT)
• OPTION 1.3: EFFICIENT BUILDING ENVELOPE (0.5 CREDIT)
• OPTION 2.1: REDUCED AIR LEAKAGE AND EFFICIENT VENTILATION (0.5 CREDIT)
• OPTION 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDITS)
• OPTION 5.5: ELECTRIC HEAT PUMP WATER HEATER (2.0 CREDITS)
REF. MECHANICAL & ENERGY NOTES, A0.1. FOR DETAILS
22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2.
TOTAL INSTALLED WATTAGE SHALL BE 0.5 WATTS PER SF OR 500W, WHICHEVER IS
LARGER.
23. ELECTRICAL PANEL LOCATION.
24. EXHAUST VENT TO EXTERIOR.
25. HEAT PUMP WATER HEATER PER MFR.
26. VENT EXHAUST THROUGH ROOF.
27. 8'-6"x16'-6" PARKING SPACE.
28. MINI -SPLIT HEAD.
29. MINI -SPLIT COMPRESSOR.
30. LINE OF CANOPY ABOVE PER DETAIL 5/A5.3.
31. DOORS BETWEEN GARAGE AND LIVING SPACES SHALL HAVE A 20 MINUTE FIRE
RESISTANCE RATING AND SHOULD BE EQUIPPED WITH A SELF CLOSING DEVICE.
32. DROPPED SOFFIT ABOVE.
33. LINE OF ROOF ABOVE.
34. BIORETENTION PLANTER PER C04.
35. GUTTER PER DETAIL 4/A5.4
36. LINE OF BALCONY ABOVE, BY OTHERS UNDER DEFERRED REVIEW
37. GUARDRAIL PER DETAIL 3/A5.4
38. LINE OF BALCONY BELOW, BY OTHERS UNDER DEFERRED REVIEW
39. "EV READY" PARKING SPACES SHALL BE PROVIDED WITH A FULLY WIRED CIRCUIT
WITH A LEVEL II OR LEVEL III ELECTRIC VEHICLE CHARGING RECEPTACLE OR
TERMINAL, INCLUDING CONDUIT, WIRING AND THE ELECTRICAL SERVICE CAPACITY
NECESSARY TO SERVE THE RECEPTACLE ALLOWING FUTURE INSTALLATION OF AN
ELECTRIC VEHICLE CHARGING STATION.
40. CONCRETE SITE STAIRS AND ENTRY WALKWAY
I
1 0
A3.3 M
I
CV
0
N
N
i
N
CV
DS
36L
3'-6 1/2"
tn Lni'n un10 1
40C�
;0 D;
Cr
010M 3050
ON
UNIT
18'-11"
16'-0"
O
54.58'± 27 1
EV READY
GARAGE
A 001
o HD
N
W3
UNIT B 3 ' UNIT C 4 2
A3.2 ?A4.3 A4
67'-10"
15'-0" 15'-0"
12'-0" " V-6-1'-6"," 12'-0" V-6L 1'-5" 16'-0"
-- - - - - - - - - - - - -- 30 - - - - - - - - -12070 12070 DS I 16070
4.45'± 27 iI1 I i 27 54.31 ± I I 54.35'± 27EV READY EV READY EV READY
-------------�--------------� L-------------
GARAGE iGARAGE GARAGE
B 001 C101 D101NHDWHDiiSEE UNIT B FOR��11J N INTERIORNU) I I DIMENSIONS I U
LLLU
25E3'-0" 8'-9 1/4" 3'-3 1 /2" �� 3'-7 1/2" - 3'-5 1/2"FREFUSEC-------------- I WH
"' COATS«
8BENCH r
I I w
--- I i 25
3'-11" 7'-2" i I 3'-7 1/2" �� 4'-0 3/4" 2'-0"
I I
25 ' 25
23 i WH WH i 23 31 I I 31 23 WH
I
ll
I
CD
00 O
CD I M
4 Cl) I'n
O ± ENTRY i @ @ BATH BATH
3070 3068 0 iA 2868 11 28
CSD
I 28 L
CLOSET - - 2868 i csD
_. N :: UP I csD
T .mm 5068 BYPASS i ;o
ih 11 UP O
I I I 11
7'-3 3/4" 3'-6" I 4'-1" 3'-4" 3'-2" �� 3'-11" 7'-5 1/2"
BED
A103
2050 (EG)
SD
I
0 2g
o\ I
L
TYP. 32
2868
4050 29
3'-9" �� 2'-0" �� 4'-0"y
10'-3 1 /4" 00
18'-11"
FIRST FLOOR PLAN
SCALE: 1 /4" = 1 '-0"
4'-4 3/4"
DEN N
54.85'± 8103
N
ca
10
(D
)m
BATH
A104
I
I
53 i � O DSAI O
2630 (SG) 3070 I I 4040
------I 30
2'4" � -1-4- vl'-3; - 3'-0" 2'-8" 4'4" -
8'-7 3/4" N N
15'-0"
1 2 2
A4.2 A4.2
0
C102 2868
0
0
N
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I 24
I
I
I
I
I
I
I
I
I
I
I
8'-6 1/2"
I
I
I
REFUSE
I
I
N
�t
BATH
D104
csD CLOSET o
5068 BYPASS `V
UP
UP i 11 2868
11 3'-4" 4'-0 3/4" 6'-11"
-0 54.85'--
54.85±
..'..':......:::.:::':::.............. sD BED
::'::' :'::':: ':::: 0..::::::::.:: N
rENTRY o "t:::: D103
D 102 I:::::: 28 c,
Z
w :....
TYP.0
m..... J
.......
00
10
10
N
-1L ---- '
4 -- I 5/ 3 i�DS 3
2040 29 29 2040 4040 III 3070 3070 30 I I 4050 2050 (EG)
I-- ---N - - N---
tj
2'4" 2'-1" i 2'-1" 2'4" 4'4" 2'4" 3'4-3" 3'4" 3'4" V-3;�-- 4'4" 2'4" 3'-9"00
,
NN 36
67'-10"
3 1
A3.1
7 -11 0111 4
15'-0"
W
TRUE
DS
•
N
0
N
-0 2
00 A3.3
N
N
�0
29 1
I I
L_ J
�o
O C?
3050 M
:S N
C..
PROJECT
0 2 4 8
1 /4" = 1 '-0"
P.,�=
E;4
CITIZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Z00
o
01.
0
0
Z
`} 0
W w
J W
Q w
ul
>_
w
CD
M M
City of EDMONDS
Permit Set
October 7, 2022
Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
FIRST
FLOOR PLAN
SCALE: AS NOTED
LEGEND
PARTY WALL
1-HR RATED PER IRC R302.2.2.1
2x6 FRAMED WALL
I-1 zzld:7e151:1s]yi%1II
SPOT ELEVATION
❑X NOTE CALLOUT
OX
DOOR CALLOUT
OX
WINDOW CALLOUT
EG = EGRESS
SG = SAFETY GLAZING
SCUPPER
•DS DOWNSPOUT
PLAN NOTES
1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.)
2. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES.
3. SEE "S" SHEET SERIES FOR LATERAL INFORMATION AND ENGINEERING DETAILS.
4. ALL INTERIOR WALLS W4 AND 2x4 U.N.O.
5. ALL EXTERIOR WALLS W1 AND 2x6 U.N.O.
6. GIVEN WINDOW DIMENSIONS ARE TO ROUGH OPENINGS. FINISH OPENING PER MFR.
7. GIVEN DOOR DIMENSIONS ARE TO DOOR PANEL. ROUGH OPENINGS PER MFR.
8. ALL DOORS SHALL BE CENTERED ON WALL OR 3" FROM ADJACENT WALL U.N.O.
9. ALL OPERABLE WINDOWS SHALL HAVE SCREENS AND BE CONTROLLABLE AND
SECURABLE PER IRC M1507.3.4.4.
10. ALL EXHAUSTS SHALL TERMINATE NOT LESS THAN 3 FT FROM PROPERTY LINES; 3 FT
FROM OPERABLE/NON-OPERABLE OPENINGS INTO BUILDING AND 10 FT FROM
MECHANICAL AIR INTAKES, EXCEPT WHERE OPENING IS 3 FT ABOVE AIR INTAKE PER
IRC M1506.3.
11. SEE DETAILS 3/A5.3 & 4/A5.3 FOR STAIR & RAILING REQUIREMENTS.
12. CASEWORK NOT IN CONTRACT. REFER TO CASEWORK SHOP DRAWINGS FOR
DIMENSIONS AND DETAILS.
13. SMOKE ALARMS/DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, IN THE
AREA OUTSIDE THE SLEEPING ROOM AND IN OTHER LOCATIONS PER IRC SECTION R314.
ELECTRICAL POWER AND INTERCONNECTION PER CODE.
SMOKE DETECTOR: so
14. CARBON MONOXIDE DETECTORS SHALL BE LOCATED OUTSIDE OF ALL SLEEPING
ROOMS AND ON EACH LEVEL.
CARBON MONOXIDE DETECTOR: co
COMBO SMOKE/CARBON MONOXIDE DETECTOR: g
15. INSTALL HEAT DETECTOR IN GARAGE. DETECTOR SHALL BE RATED FOR AMBIENT
TEMPERATURE AND HUMIDITY AND SHALL BE INSTALLED PER MANUFACTURER'S
INSTRUCTIONS. HEAT DETECTOR: Ho
16. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN EVERY
SLEEPING ROOM BELOW THE 4TH STORY PER 2018 IRC R310.
• MIN. 5.7 SF NET CLR OPENABLE AREA
• MIN. 24" NET CLR OPENABLE HEIGHT
• MIN. 20" NET CLR OPENABLE WIDTH
• MAX. 44" FINISHED SILL HEIGHT
• OPENABLE W/O KEYS OR SPECIAL TOOLS
13. SAFETY GLAZING REQUIRED PER IRC 308.4.
14. WALLS AND SOFFITS OF ENCLOSED SPACES UNDER STAIRS SHALL BE PROTECTED ON
THE ENCLOSED SIDE WITH A MINIMUM OF)/2" GYPSUM BOARD AS REQUIRED BY IRC
R302.7.
15. MECHANICAL SYSTEM SHALL BE DESIGN -BUILD.
16. LOCAL EXHAUST FANS:
50 CFM (MIN) ON SWITCH
QQ 100 CFM (MIN) ON TIMER (WHOLE HOUSE FAN, 66% RUNTIME MIN.)
Q 100 CFM (MIN) RANGE HOOD ON SWITCH
17. PER WASHINGTON STATE ENERGY CODE, RESIDENTIAL FOR MEDIUM RESIDENCE,
6.0 CREDITS ARE REQUIRED. THE FOLLOWING CREDITS ARE PURSUED:
• FUEL NORMALIZATION OPTION 2: DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM (1.0
CREDIT)
• OPTION 1.3: EFFICIENT BUILDING ENVELOPE (0.5 CREDIT)
• OPTION 2.1: REDUCED AIR LEAKAGE AND EFFICIENT VENTILATION (0.5 CREDIT)
• OPTION 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDITS)
• OPTION 5.5: ELECTRIC HEAT PUMP WATER HEATER (2.0 CREDITS)
REF. MECHANICAL & ENERGY NOTES, A0.1. FOR DETAILS
22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2.
TOTAL INSTALLED WATTAGE SHALL BE 0.5 WATTS PER SF OR 500W, WHICHEVER IS
LARGER.
23. ELECTRICAL PANEL LOCATION.
24. EXHAUST VENT TO EXTERIOR.
25. HEAT PUMP WATER HEATER PER MFR.
26. VENT EXHAUST THROUGH ROOF.
27. 8'-6"x16'-6" PARKING SPACE.
28. MINI -SPLIT HEAD.
29. MINI -SPLIT COMPRESSOR.
30. LINE OF CANOPY ABOVE PER DETAIL 5/A5.3.
31. DOORS BETWEEN GARAGE AND LIVING SPACES SHALL HAVE A 20 MINUTE FIRE
RESISTANCE RATING AND SHOULD BE EQUIPPED WITH A SELF CLOSING DEVICE.
32. DROPPED SOFFIT ABOVE.
33. LINE OF ROOF ABOVE.
34. BIORETENTION PLANTER PER C04.
35. GUTTER PER DETAIL 4/A5.4
36. LINE OF BALCONY ABOVE, BY OTHERS UNDER DEFERRED REVIEW
37. GUARDRAIL PER DETAIL 3/A5.4
38. LINE OF BALCONY BELOW, BY OTHERS UNDER DEFERRED REVIEW
39. "EV READY" PARKING SPACES SHALL BE PROVIDED WITH A FULLY WIRED CIRCUIT
WITH A LEVEL II OR LEVEL III ELECTRIC VEHICLE CHARGING RECEPTACLE OR
TERMINAL, INCLUDING CONDUIT, WIRING AND THE ELECTRICAL SERVICE CAPACITY
NECESSARY TO SERVE THE RECEPTACLE ALLOWING FUTURE INSTALLATION OF AN
ELECTRIC VEHICLE CHARGING STATION.
40. CONCRETE SITE STAIRS AND ENTRY WALKWAY
r,,-n„ mil,-7„k 4,-n„
SECOND FLOOR PLAN
SCALE: 1 /4" = 1 '-0"
2
J IT A A1 4.2 2 A4.2
UNIT B
3
67'-10"
1
1
A3.2
UNIT
T-11" T-1" 00T-1"
II
N I
T-114'-0" 3,-0„ 3'-61, 74" 2'-7" 3'-61, J- 3'-0„
18'-11"
v o
2640 r, 3
6" GI
35
2'4" -01 1'-9" 1'-3/- 3'
1 2 2
"41A4.2 A4.2
6-II ?r
15'-0"
6T 10"
3
1
A3.1
15'-0"
1 4 2
A4.3 A4.3
� N
TER DS
I DS .
UNIT D
18'-11"
TRUE
C..
PROJECT
0 2 4 8
1 /4" = 1 '-0"
0
co
M
2
A3.3
1
P.,�=
E;4
CITIZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
v I
,W
v I
0
o
N
Zo
00
0%
0
O
Z
O
O
Lu "'
J W
Q w
ul
W
0 Q
� o
CM M
City of EDMONDS
Permit Set
October 7, 2022
A7 Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
SECOND
FLOOR PLAN
SCALE: AS NOTED
A202
LEGEND
I PARTY WALL
1-HR RATED PER IRC R302.2.2.1
0 2x6 FRAMED WALL
O
2x4 FRAMED WALL
SPOT ELEVATION
Ix I
NOTE CALLOUT
ODOOR
CALLOUT
O
WINDOW CALLOUT
EG = EGRESS
SG = SAFETY GLAZING
SCUPPER
0DS
DOWNSPOUT
PLAN NOTES
ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.)
2. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES.
3. SEE "S" SHEET SERIES FOR LATERAL INFORMATION AND ENGINEERING DETAILS.
4. ALL INTERIOR WALLS W4 AND 2x4 U.N.O.
5. ALL EXTERIOR WALLS W1 AND 2x6 U.N.O.
6. GIVEN WINDOW DIMENSIONS ARE TO ROUGH OPENINGS. FINISH OPENING PER MFR.
7. GIVEN DOOR DIMENSIONS ARE TO DOOR PANEL. ROUGH OPENINGS PER MFR.
8. ALL DOORS SHALL BE CENTERED ON WALL OR 3" FROM ADJACENT WALL U.N.O.
9. ALL OPERABLE WINDOWS SHALL HAVE SCREENS AND BE CONTROLLABLE AND
SECURABLE PER IRC M1507.3.4.4.
10. ALL EXHAUSTS SHALL TERMINATE NOT LESS THAN 3 FT FROM PROPERTY LINES; 3 FT
FROM OPERABLE/NON-OPERABLE OPENINGS INTO BUILDING AND 10 FT FROM
MECHANICAL AIR INTAKES, EXCEPT WHERE OPENING IS 3 FT ABOVE AIR INTAKE PER
IRC M1506.3.
11. SEE DETAILS 3/A5.3 & 4/A5.3 FOR STAIR & RAILING REQUIREMENTS.
12. CASEWORK NOT IN CONTRACT. REFER TO CASEWORK SHOP DRAWINGS FOR
DIMENSIONS AND DETAILS.
13. SMOKE ALARMS/DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, IN THE
AREA OUTSIDE THE SLEEPING ROOM AND IN OTHER LOCATIONS PER IRC SECTION R314.
ELECTRICAL POWER AND INTERCONNECTION PER CODE.
SMOKE DETECTOR: @
14. CARBON MONOXIDE DETECTORS SHALL BE LOCATED OUTSIDE OF ALL SLEEPING
ROOMS AND ON EACH LEVEL.
CARBON MONOXIDE DETECTOR: co
COMBO SMOKE/CARBON MONOXIDE DETECTOR: CSC
15. INSTALL HEAT DETECTOR IN GARAGE. DETECTOR SHALL BE RATED FOR AMBIENT
TEMPERATURE AND HUMIDITY AND SHALL BE INSTALLED PER MANUFACTURER'S
INSTRUCTIONS. HEAT DETECTOR: H@
16. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN EVERY
SLEEPING ROOM BELOW THE 4TH STORY PER 2018 IRC R310.
• MIN. 5.7 SF NET CLR OPENABLE AREA
• MIN. 24" NET CLR OPENABLE HEIGHT
• MIN. 20" NET CLR OPENABLE WIDTH
• MAX. 44" FINISHED SILL HEIGHT
• OPENABLE W/O KEYS OR SPECIAL TOOLS
13. SAFETY GLAZING REQUIRED PER IRC 308.4.
14. WALLS AND SOFFITS OF ENCLOSED SPACES UNDER STAIRS SHALL BE PROTECTED ON
THE ENCLOSED SIDE WITH A MINIMUM OF%" GYPSUM BOARD AS REQUIRED BY IRC
R302.7.
15. MECHANICAL SYSTEM SHALL BE DESIGN -BUILD.
16. LOCAL EXHAUST FANS:
50 CFM (MIN) ON SWITCH
100 CFM (MIN) ON TIMER (WHOLE HOUSE FAN, 66% RUNTIME MIN.)
100 CFM (MIN) RANGE HOOD ON SWITCH
17. PER WASHINGTON STATE ENERGY CODE, RESIDENTIAL FOR MEDIUM RESIDENCE,
6.0 CREDITS ARE REQUIRED. THE FOLLOWING CREDITS ARE PURSUED:
• FUEL NORMALIZATION OPTION 2: DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM (1.0
CREDIT)
• OPTION 1.3: EFFICIENT BUILDING ENVELOPE (0.5 CREDIT)
• OPTION 2.1: REDUCED AIR LEAKAGE AND EFFICIENT VENTILATION (0.5 CREDIT)
• OPTION 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDITS)
• OPTION 5.5: ELECTRIC HEAT PUMP WATER HEATER (2.0 CREDITS)
REF. MECHANICAL & ENERGY NOTES, A0.1, FOR DETAILS
22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2.
TOTAL INSTALLED WATTAGE SHALL BE 0.5 WATTS PER SF OR 500W, WHICHEVER IS
LARGER.
23. ELECTRICAL PANEL LOCATION.
24. EXHAUST VENT TO EXTERIOR.
25. HEAT PUMP WATER HEATER PER MFR.
26. VENT EXHAUST THROUGH ROOF.
27. 8'-6"x16'-6" PARKING SPACE.
28. MINI -SPLIT HEAD.
29. MINI -SPLIT COMPRESSOR.
30. LINE OF CANOPY ABOVE PER DETAIL 5/A5.3.
31. DOORS BETWEEN GARAGE AND LIVING SPACES SHALL HAVE A 20 MINUTE FIRE
RESISTANCE RATING AND SHOULD BE EQUIPPED WITH A SELF CLOSING DEVICE.
32. DROPPED SOFFIT ABOVE.
33. LINE OF ROOF ABOVE.
34. BIORETENTION PLANTER PER C04.
35. GUTTER PER DETAIL 4/A5.4
36. LINE OF BALCONY ABOVE, BY OTHERS UNDER DEFERRED REVIEW
37. GUARDRAIL PER DETAIL 3/A5.4
38. LINE OF BALCONY BELOW, BY OTHERS UNDER DEFERRED REVIEW
39. "EV READY" PARKING SPACES SHALL BE PROVIDED WITH A FULLY WIRED CIRCUIT
WITH A LEVEL II OR LEVEL III ELECTRIC VEHICLE CHARGING RECEPTACLE OR
TERMINAL, INCLUDING CONDUIT, WIRING AND THE ELECTRICAL SERVICE CAPACITY
NECESSARY TO SERVE THE RECEPTACLE ALLOWING FUTURE INSTALLATION OF AN
ELECTRIC VEHICLE CHARGING STATION.
40. CONCRETE SITE STAIRS AND ENTRY WALKWAY
THIRD FLOOR PLAN
SCALE: 1 /4" = 1 '-0"
PROJECT
0 2 4 8
1 /4" 1 '-0"
ZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
v
`W
v
0
o
N
Z0
Z 0�
0�
O
Z
O
O
W Lu
J
w
aw
H
w
O a
� o
CM M
3
City of EDMONDS
Permit Set
October 7, 2022
A7 Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
THIRD
FLOOR PLAN
SCALE: AS NOTED
ROOF LEGEND ,
0 ROOF
C WALL BELOW
C = ROOF VENT
NOTE CALLOUT
ADS DOWNSPOUT
ROOF NOTES
1❑ PROVIDE SOLID BLOCKING OVER SUPPORTS
2. FLASHING SHALL BE INSTALLED IN SUCH A MANNER AS TO PREVENT MOISTURE
ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH
MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET
WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. METAL
FLASHING SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS
THAN 0.0019 INCH PER IRC.
3. EXHAUST VENT TYP., PER DETAIL 8/A5.4.
4. 12" 0 TURBINE VENT (EMPIRE TV12G OR EQUAL), PER DETAIL 12/A5.4.
5. PROVIDE FIRE -RETARDANT -TREATED SHEATHING FOR 4'-0" EACH SIDE OF PARTY
WALL. REF. 7/A5.3 FOR DETAILS.
ROOF VENT CALCULATIONS
MIN. OF 1" CLEAR VENT SPACE REQ'D ABOVE CEILING INSULATION TO PROVIDE
ADEQUATE CROSS VENTILATION.
(2) OUTER UNIT ROOFS
ROOF AREA: 718.83 SF
REQ'D VENT AREA: 718.83 SF / 300 = 2.4 SF REQ'D = 345.6 SI REQ'D
38 LF CONT. ZERO-EAVE VENT (COR-A-VENT S-400 SOFFIT VENT OR EQUAL):
38 LF x 10 SI/LF = 380 SI
(2) TURBINE VENTILATORS (EMPIRE TV12G OR EQUAL);
2x(6x6x3.14)=226.08S1
TOTAL VENT AREA: 606.08 SI
(2) INNER UNIT ROOFS
ROOF AREA: 570 SF
REQ'D VENT AREA: 570 SF / 300 = 1.9 SF REQ'D = 273.6 SI REQ'D
30 LF CONT. SOFFIT VENT (COR-A-VENT S-400 SOFFIT VENT OR EQUAL):
30 LF x 10 SI/LF = 300 SI
(1) TURBINE VENTILATOR (EMPIRE TV12G OR EQUAL);
(6x6x3.14)=113.04S1
TOTAL VENT AREA: 413.04 SI
1110
UNIT
18'-11"
4":12"
O
4
w
O
O
z
h\
Lu
W
>
w
w
ASPHALT COMP.
0
4":12"
oX
m
W
N
�o
LL
J
Cn
M
O
2 3 4
A4.2 A4.2 UNIT B A3 2 UNIT C A4.3 A2
67'-10" —
15'-0" 15'-0"
DS 6" BOX GUTTER DS
o 15LF SOFFIT VENT 15LF SOFFIT VENT o
N N
WALL BELOW — — — —
I
...........
I III I I III I I I I I
..............
I II I I I I I I II
I I I I I I I I I I I
I !i I I II I I II
I !! I I II I I II
I il! I I III I I III
I it I I II I I II
I !1 I I II I I II
I I I I 3 TYP. I I I Q I I I I
I 11 I I II I OI II
I Ili I I III I I III
I Ill I I III I I III
I ii I I II � I I II
I c� N
I !I I I II QN I I II
Ili III a 3 TYP. I
O III a 4 TYP. I
I II I I II I I II
I 11 I O I II I I II
I 11 I I II I I II
I !! I I II I I II
RIDGE
I i! I OI II 10 O I II
TYP. 3
I it I I II a I I II
I !I I I II o I I II
I � l I I I III �N I I III
II. _IIL III =N _I 15 I III
�5
Ln
!! a I
I !! I I II I I II
I !li I I ill I I III
I ill I I III � I I III
UNIT D
18'-11"
w
c�
0
o'
Ee
4'-0" 4'-0" 4'-0" 4'-0" 4'-0„ 4'-0"
I
O I it I I II I I I O
I !I I I II I I Vi
DS 4:12! III I I4":12"
�II
I'd' _�_ WALL BELOW _
o 15LF SOFFIT VENT 15LF SOFFIT VENT o
N N
DS 6" BOX GUTTER DS
38 TYP. � TYP. 38
ol 18'-11" 48'-11"
V
N N 67'-10"
1 2 dl 1 2
A4.2 A4.2 A3.1 4
.3 A4.3
1 2 3 4
ROOF PLAN
SCALE: 1 /4" = 1 '-0"
T 5
L� C�
TRUE PROJECT
DS
Of
w
c�
X
O
m
10
DS
0
co
Cl)
0 2 4 8
1 /4" = 1 '-0"
2
A3.3
1
P.'�=
E;4
CITIZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Il I
W
0
N
Zo
00
0%
0
0
Z
` O
Lu L
J W
Q W
OC
H
W
Q
0
CM M
City of EDMONDS
Permit Set
October 7, 2022
Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
ROOF PLAN
SCALE: AS NOTED
ELEVATION NOTES
MATERIAL NOTES
1❑
ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.)
DOORS
D-1
FRONT DOOR - BLACK FIBERGLASS
2.
DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS.
3.
SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES.
D-2
GARAGE DOOR - BLACK FIBERGLASS
4.
REF. FLOOR PLANS, A2 SERIES, FOR EXTERIOR DOOR SIZES.
D-3
SLIDER DOOR - BLACK FIBERGLASS
5.
WINDOWS MARKED "EG" ARE EGRESS WINDOWS AND SHALL COMPLY WITH THE
FOLLOWING PER IRC R310.
ROOFING
R-1
ASPHALT COMP SHINGLES ROOF - BLACK
• MIN. 5.7 SF NET CLR OPENABLE AREA
R -2
FIBER CEMENT SOFFIT, LIGHT GRAY
• MIN. 24" NET CLR OPENABLE HEIGHT
• MIN. 20" NET CLR OPENABLE WIDTH
SIDING
• MAX. 44" FINISHED SILL HEIGHT
S-1
FIBER CEMENT 4" LAP SIDING - OLIVE GREEN
• OPENABLE W/O KEYS OR SPECIAL TOOLS
S-2
FIBER CEMENT FAUX BOARD & BATTEN - WHITE
S-3
FIBER CEMENT 4" LAP SIDING - CHARCOAL
6.
WINDOWS AND DOORS MARKED 'SG" SHALL BE PROVIDED WITH SAFETY GLAZING
S-4
FIBER CEMENT 12" BELLY BAND - WHITE
PER IRC R308.4.
S-5
FIBER CEMENT DETAIL PANEL - CHARCOAL
7.
WINDOWS SHALL BE ANDERSON 100 SERIES (OR APPROVED EQUAL).
S-6
6" FASCIA - CHARCOAL
8.
ELEVATIONS ARE ORIENTED TOWARD PROJECT NORTH. SEE Al AND A2 SHEETS FOR
S-7
PLASTER PLINTH
REFERENCE.
9.
OVERHANGING EAVE ATTACHMENT AND FABRICATION BY OTHERS.
10.
LINE OF SITE STAIRS (WITHIN).
11.
DISTANCE FROM BUILDING TO PROPERTY LINE VARIES. SEE A1.1 FOR DETAILS.
12.
GUARDRAIL PER 3/A5.4
13.
GUTTER AND DOWNSPOUT NOT IN PLANE WITH PROPERTY LINE. REF. AO.5 FOR DTLS.
14.
BALCONY/CANOPY NOT IN PLANE WITH PROPERTY LINE. REF. AO.5 FOR DTLS.
15.
BALCONY BY OTHERS UNDER DEFERRED SUBMITTAL.
HEIGHT LIMIT
29'-0"" (83.85'±)
TOP OF ROOF
29'-0" (83.85'±)
THIRD SUBFLOOR
17'-0" (71.85'±)
SECOND SUBFLOOR
8'-6" (63.354)
SLAB ON GRADE
U-0" (54.85'±)
AVERAGE GRADE J�
-0'-12" (53.85'±)
0
0
M
1'-0"
�0
00
�o
bD
7 Building Envelope 1
■ 1)Pursuant to RCW 64.55, all applications for construction
1 of multi -unit residential buildings must include building ■
enclosure design documents that identify the building
• enclosure, including but not limited to, waterproofing, 1
SPECIALTY
weather proofing and/or otherwise protected from water or ■
SP-1 WOOD FRAMED CANOPY - CHARCOAL
1 moisture intrusion. The building enclosure documents
SP-2 BOLT -ON BALCONY- BLACK
■ must contain a stamped statement by the person stamping 1
SP-3 5" PLASTER LINTEL PER 3/A5.2
the building enclosure design documents stating, In '
WINDOWS
1 substantially the following form: "The undersigned has
W-1 FIBERGLASS WINDOWS - BLACK
' provided building enclosure documents that in my 1
to the
professional judgment are appropriate satisfy
DOWNSPOUT
1 requirements of RCW 64.55.005 through 64.55.090."
DS-1 METAL DOWNSPOUT - BLACK
■
GUTTER
Additionally, all multi -unit residential buildings are required
G-1 GUTTER - BLACK
1 to have the building enclosure inspected by a qualified ■
building enclosure inspector during the course of 1
MECHANICAL
. construction. This inspection is to be completed by a third
M-1 MINI -SPLIT EXTERIOR UNIT
M-2 VENT COVER - MATCH ADJACENT SIDING COLOR
party, independent inspector. The City may not issue a '
1 Certificate of Occupancy until the qualified, third party
LIGHTING
■ independent inspector prepares a report and submits to 1
L-1 WALL SCONCE - BLACK
1 the building department a signed letter certifying that the '
L-2 STEP LIGHT - BLACK
' 1
1 building enclosure has been inspected during the course of ■
L-3 FLOOD LIGHT - BLACK
■ construction and that the construction is in substantial 1
compliance with the building enclosure design documents.
1 The requirement for third party inspection needs to be ■
specified on the plans. 1
1 Alternatively, a recorded "sale prohibition covenant" is
required to be submitted for review. A "sale prohibition 1
. covenant" is a recorded covenant that prohibits the sale or j
1 other disposition of individual dwelling units as or as part of ■
a condominium for five years or more from the date of first
■ occupancy except as otherwise provided in section 10 of 1
1 the act, a certified copy of which the developer shall submit
to the appropriate building department; provided such ■
■ covenant shall not apply to sales or dispositions listed in 1
RCW 64.34.400(2). The covenant shall be on a form '
1 provided by the City. ;
a
EG = 53.39'±
I
I �
WEST ELEVATION
SCALE: 1 /4" = 1 '-0"
0
for
I - az4__
CITIZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
U)
w
0
O
N
ZO�
0 0
I- O
Z
O
O
W LU
J
w
a0-1
w
o�
w
O a
0
CM M
City of EDMONDS
Permit Set
October 7, 2022
A7 Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
ELEVATIONS
SCALE: AS NOTED
1 /4" = 1- 4-
A301
ELEVATION NOTES
MATERIAL NOTES
1❑
ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.)
DOORS
D-1
FRONT DOOR - BLACK FIBERGLASS
2.
DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS.
3.
SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES.
D-2
GARAGE DOOR - BLACK FIBERGLASS
4.
REF. FLOOR PLANS, A2 SERIES, FOR EXTERIOR DOOR SIZES.
D-3
SLIDER DOOR - BLACK FIBERGLASS
5.
WINDOWS MARKED "EG" ARE EGRESS WINDOWS AND SHALL COMPLY WITH THE
FOLLOWING PER IRC R310.
ROOFING
R-1
ASPHALT COMP SHINGLES ROOF - BLACK
• MIN. 5.7 SF NET CLR OPENABLE AREA
R -2
FIBER CEMENT SOFFIT, LIGHT GRAY
• MIN. 24" NET CLR OPENABLE HEIGHT
• MIN. 20" NET CLR OPENABLE WIDTH
SIDING
• MAX. 44" FINISHED SILL HEIGHT
S-1
FIBER CEMENT 4" LAP SIDING - OLIVE GREEN
• OPENABLE W/O KEYS OR SPECIAL TOOLS
S-2
FIBER CEMENT FAUX BOARD & BATTEN - WHITE
S-3
FIBER CEMENT 4" LAP SIDING - CHARCOAL
6.
WINDOWS AND DOORS MARKED 'SG" SHALL BE PROVIDED WITH SAFETY GLAZING
S-4
FIBER CEMENT 12" BELLY BAND - WHITE
PER IRC R308.4.
S-5
FIBER CEMENT DETAIL PANEL - CHARCOAL
7.
WINDOWS SHALL BE ANDERSON 100 SERIES (OR APPROVED EQUAL).
S-6
6" FASCIA - CHARCOAL
8.
ELEVATIONS ARE ORIENTED TOWARD PROJECT NORTH. SEE Al AND A2 SHEETS FOR
S-7
PLASTER PLINTH
REFERENCE.
9.
OVERHANGING EAVE ATTACHMENT AND FABRICATION BY OTHERS.
10.
LINE OF SITE STAIRS (WITHIN).
11.
DISTANCE FROM BUILDING TO PROPERTY LINE VARIES. SEE A1.1 FOR DETAILS.
12.
GUARDRAIL PER 3/A5.4
13.
GUTTER AND DOWNSPOUT NOT IN PLANE WITH PROPERTY LINE. REF. AO.5 FOR DTLS.
14.
BALCONY/CANOPY NOT IN PLANE WITH PROPERTY LINE. REF. AO.5 FOR DTLS.
15.
BALCONY BY OTHERS UNDER DEFERRED SUBMITTAL.
HEIGHT LIMIT
29'-0"" (83.85'±)
TOP OF ROOF
29'-0" (83.85'±)
THIRD SUBFLOOR
17'-0" (71.85'±)
SECOND SUBFLOOR
8'-6" (63.354)
SLAB ON GRADE
U-0" (54.85'±)
AVERAGE GRADE J�
-0'-12" (53.85'±)
0
0
M
V-0"
�0
00
�o
bD
N
EAST ELEVATION
SCALE: 1 /4" = 1 '-0"
QBuilding Envelope 1
■ 1)Pursuant to RCW 64.55, all applications for construction j
1 of multi -unit residential buildings must include building ■
enclosure design documents that identify the building
• enclosure, including but not limited to, waterproofing, 1
1 weather proofing and/or otherwise protected from water or ■
IALTY
moisture intrusion. The building enclosure documents
SPEC WOOD FRAMED CANOPY - CHARCOAL
SP-2 BOLT -ON BALCONY- BLACK
■ must contain a stamped statement by the person stamping 1
SP-3 5" PLASTER LINTEL PER 3/A5.2
the building enclosure design documents stating, In ;
1 substantially the following form: "The undersigned has ■
WINDOWS
provided building enclosure documents that in my 1
W-1 FIBERGLASS WINDOWS -BLACK
! professional judgment are appropriate to satisfy the ■
1
DOWNSPOUT
1 requirements of RCW 64.55.005 through 64.55.090." ■
DS-1 METAL DOWNSPOUT - BLACK
' 1
Additionally, buildings
all multi -unit residential are required
GUTTER
1 to have the building enclosure inspected by a qualified ■
G-1 GUTTER - BLACK
■ 1
1 building enclosure inspector during the course of ■
MECHANICAL
. construction. This inspection is to be completed by a third 1
M-1 MINI -SPLIT EXTERIOR UNIT
1 party, independent inspector. The City may not issue a '
M-2 VENT COVER -MATCH ADJACENT SIDING COLOR
Certificate of Occupancy until the qualified, third party
LIGHTING
■ independent inspector prepares a report and submits to 1
L-1 WALL SCONCE - BLACK
the building department a signed letter certifying that the '
L-2 STEP LIGHT - BLACK
1 building enclosure has been inspected during the course of
L-3 FLOOD LIGHT - BLACK
■ construction and that the construction is in substantial 1
compliance with the building enclosure design documents.
1 The requirement for third party inspection needs to be ■
specified on the plans. 1
1 Alternatively, a recorded "sale prohibition covenant" is
required to be submitted for review. A "sale prohibition
. covenant" is a recorded covenant that prohibits the sale or 1
1 other disposition of individual dwelling units as or as part of ■
a condominium for five years or more from the date of first
• occupancy except as otherwise provided in section 10 of 1
1 the act, a certified copy of which the developer shall submit
to the appropriate building department; provided such ■
■ covenant shall not apply to sales or dispositions listed in 1
RCW 64.34.400(2). The covenant shall be on a form '
1 provided by the City. 1
0
CITIZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
U)
w
0
_(:)
N
ZO�
0 0
I- O
Z
O
O
W LU
J
w
a0-1
w
o�
w
0
CM M
City of EDMONDS
Permit Set
October 7, 2022
A7 Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
ELEVATIONS
SCALE: AS NOTED
1 /4" = 1- 4-
A302
ELEVATION NOTES
ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.)
2. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS.
3. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES.
4. REF. FLOOR PLANS, A2 SERIES, FOR EXTERIOR DOOR SIZES.
5. WINDOWS MARKED "EG" ARE EGRESS WINDOWS AND SHALL COMPLY WITH THE
FOLLOWING PER IRC R310.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
HEIGHT LIMIT
29'-0"" (83.85'±)
TOP OF ROOF
29'-0" (83.85'±)
THIRD SUBFLOOR
17'-0" (71.85'±)
SECOND SUBFLOOR rih
8'4" (63.35'±)
SLAB ON GRADE
0'4" (54.85'±)
AVERAGE GRADE
-0'-12"(53.85'±)
• MIN. 5.7 SF NET CLR OPENABLE AREA
• MIN. 24" NET CLR OPENABLE HEIGHT
• MIN. 20" NET CLR OPENABLE WIDTH
• MAX. 44" FINISHED SILL HEIGHT
• OPENABLE W/O KEYS OR SPECIAL TOOLS
WINDOWS AND DOORS MARKED 'SG" SHALL BE PROVIDED WITH SAFETY GLAZING
PER IRC R308.4.
WINDOWS SHALL BE ANDERSON 100 SERIES (OR APPROVED EQUAL).
ELEVATIONS ARE ORIENTED TOWARD PROJECT NORTH. SEE Al AND A2 SHEETS FOR
REFERENCE.
OVERHANGING EAVE ATTACHMENT AND FABRICATION BY OTHERS.
LINE OF SITE STAIRS (WITHIN).
DISTANCE FROM BUILDING TO PROPERTY LINE VARIES. SEE A1.1 FOR DETAILS.
GUARDRAIL PER 3/A5.4
GUTTER AND DOWNSPOUT NOT IN PLANE WITH PROPERTY LINE. REF. AO.5 FOR DTLS.
BALCONY/CANOPY NOT IN PLANE WITH PROPERTY LINE. REF. AO.5 FOR DTLS.
BALCONY BY OTHERS UNDER DEFERRED SUBMITTAL.
0
0
M
A7
Building Envelope 1
■ 1)Pursuant to RCW 64.55, all applications for construction j
1 of multi -unit residential buildings must include building ■
MATERIAL NOTES
enclosure design documents that identify the building ;
• enclosure, including but not limited to, waterproofing, 1
DOORS
SPECIALTY
1 weather proofing and/or otherwise protected from water or
D-1 FRONT DOOR - BLACK FIBERGLASS
SP-1 WOOD FRAMED CANOPY - CHARCOAL
SP-2 BOLT -ON BALCONY- BLACK
■
1 moisture intrusion. The building enclosure documents ,
D-2 GARAGE DOOR - BLACK FIBERGLASS
SP-3 5" PLASTER LINTEL PER 3/A5.2
■ must contain a stamped statement by the person stamping 1
D-3 SLIDER DOOR -BLACK FIBERGLASS
the building enclosure design documents stating, in
ROOFING
WINDOWS
1 substantially the following form: "The undersigned has
R-1 ASPHALT COMP SHINGLES ROOF - BLACK
W-1 FIBERGLASS WINDOWS -BLACK
' provided building enclosure documents that in my 1
R-2 FIBER CEMENT SOFFIT, LIGHT GRAY
DOWNSPOUT
professional judgment are appropriate to satisfy the 1
SIDING
DS-1 METAL DOWNSPOUT - BLACK
1 requirements of RCW 64.55.005 through 64.55.090." '
S-1 FIBER CEMENT 4" LAP SIDING - OLIVE GREEN
GUTTER
1
Additionally, buildings
S-2 FIBER CEMENT FAUX BOARD & BATTEN - WHITE
G-1 GUTTER -BLACK
all multi -unit residential are required
S-3 FIBER CEMENT 4" LAP SIDING - CHARCOAL
1 to have the building enclosure inspected by a qualified
S-4 FIBER CEMENT 12" BELLY BAND - WHITE
MECHANICAL
I building enclosure inspector during the course of 1
S-5 FIBER CEMENT DETAIL PANEL - CHARCOAL
S-6 6" FASCIA - CHARCOAL
M-1 MINI -SPLIT EXTERIOR UNIT
■
. construction. This inspection is to be completed by a third 1
S-7 PLASTER PLINTH
M-2 VENT COVER - MATCH ADJACENT SIDING COLOR
1 party, independent inspector. The City may not issue a '
LIGHTING
j Certificate of Occupancy until the qualified, third party
L-1 WALL SCONCE - BLACK
■ independent inspector prepares a report and submits to 1
L-2 STEP LIGHT - BLACK
the building department a signed letter certifying that the '
L-3 FLOOD LIGHT -BLACK
1 building enclosure has been inspected during the course of
■ construction and that the construction is in substantial 1
compliance with the building enclosure design documents.
1 The requirement for third party inspection needs to be ■
specified on the plans. 1
1 Alternatively, a recorded "sale prohibition covenant" is
required to be submitted for review. A "sale prohibition
. covenant" is a recorded covenant that prohibits the sale or 1
1 other disposition of individual dwelling units as or as part of ■
a condominium for five years or more from the date of first
• occupancy except as otherwise provided in section 10 of 1
1 the act, a certified copy of which the developer shall submit
to the appropriate building department; provided such ,
■ covenant shall not apply to sales or dispositions listed in 1
RCW 64.34.400(2). The covenant shall be on a form '
1 provided by the City. 1
NORTH ELEVATION
SCALE: 1 /4" = 1 '-0"
a
SOUTH ELEVATION
SCALE: 1/4" = 1'-0"
0
9 1�r
9 OR =
CITIZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
U)
w
0
O
N
ZO�
0
O
Z
O
O
W LU
J
w
a0-1
w
o�
w
0
�o
CM M
City of EDMONDS
Permit Set
October 7, 2022
A7 Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
ELEVATIONS
SCALE: AS NOTED
1 /4" = 1- 4-
A303
R-1: ASPHALT COMP
SHINGLES ROOF (BLACK)
D-3: SLIDER DOOR
(BLACK FIBERGLASS)
SP-2: BOLT -ON
BALCONY (BLACK)
S-5: FIBER CEMENT PANEL
(CHARCOAL)
SP-1: WOOD CANOPY
(CHARCOAL)
D-1: FRONT DOOR
(BLACK FIBERGLASS)
R-1: ASPHALT COMP
SHINGLES ROOF (BLACK)
S-2: FIBER CEMENT
FAUX BOARD & BATTEN
(WHITE)
S-1: FIBER CEMENT 4" LAP
SIDING (OLIVE GREEN)
W-1: FIBERGLASS
WINDOWS (BLACK)
SP-1: WOOD CANOPY
(CHARCOAL)
L-1: SCONCE
D-2: GARAGE DOOR
(BLACK)
WEST ELEVATION
SCALE: 1 /8" = 1 '
EAST E L EVAT I O N
SCALE: 1 /8" = 1 '
S-1: FIBER CEMENT 4" LAP
SIDING (OLIVE GREEN)
D-3: SLIDER DOOR
(BLACK FIBERGLASS)
SP-2: BOLT -ON
BALCONY (BLACK)
S-3: FIBER CEMENT
4" LAP SIDING
(CHARCOAL)
W-1: FIBERGLASS
WINDOWS (BLACK)
S-2: FIBER CEMENT FAUX
BOARD & BATTEN (WHITE)
D-3: SLIDER DOOR
(BLACK FIBERGLASS)
SP-1: WOOD CANOPY
(CHARCOAL)
S-3: FIBER CEMENT
4" LAP SIDING
(CHARCOAL)
SP-3: PLASTER LINTEL
S-7: PLASTER PLINTH
SOUTH ELEVATION
SCALE: 1 /8" = 1 '
NORTH ELEVATION
SCALE: 1 /8" = 1
®I
R-1: ASPHALT COMP
SHINGLES ROOF (BLACK)
S-2: FIBER CEMENT FAUX
BOARD AND BATTEN
SIDING (WHITE)
W-1: FIBERGLASS
WINDOWS (BLACK)
SP-1: WOOD CANOPY
(CHARCOAL)
f
S-3: FIBER CEMENT
4" LAP SIDING
(CHARCOAL)
f
f
f
M
M
M
R-1: ASPHALT COMP
SHINGLES ROOF (BLACK)
f
f
S-2: FIBER CEMENT FAUX
BOARD & BATTEN (WHITE)
SP-2: BOLT -ON
BALCONY(BLACK)
W-1: FIBERGLASS
WINDOWS (BLACK)
RECESSED, STREET -
FACING ENTRY
0
CITIZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
v
`W
v
0
o
N
ZO�
0�
�z
z
0
o
W w
J
w
a0-1
w
o�
w
0Q
0
CM M
City of EDMONDS
Permit Set
October 7, 2022
A7 Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
RENDERED
ELEVATIONS
SCALE: AS NOTED
A304
&B U-U, l 'M
TOWNHOMES VIEWED FROM NORTHWEST
SCALE: NTS
TOWNHOMES VIEWED FROM NORTH
SCALE: NTS
CITIZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
v I
tUJI
v I
0
N
ZO�
0�
Z
O
O
W Lu
J
w
aw
Lu
o�
w
O o
CD
CM M
City of EDMONDS
Permit Set
October 7, 2022
A7 Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
r
RENDERINGS
SCALE: AS NOTED
A305
YL
IN
1 �Y
•� a' C; s
TOWNHOMES VIEWED FROM NORTH
SCALE: NTS
TOWNHOMES VIEWED FROM MOTOR COURT
SCALE: NTS
�t-
Yw-
1 -v- --too' —
Ad
r
CITIZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
v!
`U^.I
v
0
N
ZO�
0�
Z
O
O
W Lu
J
w
aw
Lu
o�
w
0
�o
CM M
City of EDMONDS
Permit Set
October 7, 2022
A7 Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
r
RENDERINGS
SCALE: AS NOTED
A306
SECTION NOTES
WALL ASSEMBLIES
FLOOR ASSEMBLIES
ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.)
WALL: TYP. EXTERIOR
WALL: INSULATED INTERIOR
OOR: TYP. MASS TIMBER
2.
DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS.
W1
<��
3.
SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES.
SIDING PER ELEVATION
%" GWB
MASS TIMBER SLAB PER STRUCTURAL
4.
GUTTER PER PLAN.
INFILTRATION BARRIER (TYVEK OR EQUIV.)
2x6 FRAMING PER PLAN
5.
ROOF OVERFRAMING PER TRUSS MFR.
PLYWOOD SHEATHING PER STRUCTURAL
R-21 MIN. BATT INSULATION
6.
PROVIDE (1) LAYER %" TYPE X GWB AT UNDERSIDE OF STAIRS.
2x FRAMING PER STRUCTURAL
%" GWB
FLOOR: INSULATED SLAB ON GRADE
7.
SEE 3/A5.3 & 4/A5.3 FOR STAIR AND RAILING DETAILS.
R-21 MIN. BATT INSULATION
F2
8.
CANOPY PER DETAIL 5/A5.3.
z" GWB
CONCRETE SLAB PER STRUCTURAL
9.
PARTY WALLS SHALL EXTEND THROUGH ATTIC AND BE TIGHT TO
6 MIL MIN. VAPOR BARRIER
UNDERSIDE OF ROOF SHEATHING
R-10 (2" XPS MIN.) RIGID INSULATION UNDER
10.
BALCONY NOT IN PLANE WITH PROPERTY LINE. REF. A0.5 FOR DTLS.
RESERVED
WALL: UNINSULATED EXTERIOR
ENTIRE SLAB
11.
BALCONY BY OTHERS UNDER DEFERRED SUBMITTAL.
W2
W6
4" COMPACTED GRAVEL
W1 ASSEMBLY, EXCEPT:
12.
BIORETENTION PLANTER PER CIVIL. SHOWN FOR REF. ONLY.
NO INSULATION
FLOOR: INSULATED MASS TIMBER
F3
WALL: 1-HR PARTY WALL
WALL: FURRING WALL
MASS TIMBER SLAB PER STRUCTURAL
W3
R-30 MIN. RIGID INSULATION
REFERENCE ASSEMBLY: GA FILE NO. WP 5513 (STC 45)
2x FRAMING PER PLAN
6" XPS OR EQUAL
%" TYPE X GWB
IF GWB
SHEATHING PER STRUCTURAL (WHERE OCCURS)
2x4 STAGGERED FRAMING ON 2x6 PLATES PER STRUCTURAL
3 z" FIBERGLASS BATT
%" TYPE X GWB
WALL: TYP. INTERIOR
W4
EXTERIOR SLAB ON GRADE
%" GWB
D1
FRAMING PER PLAN
CONCRETE SLAB PER STRUCTURAL
)/2" GWB
HEIGHT LIMIT
29'-0"" (83.85'±)
TOP OF ROOF
29'-0" (83.85'±)
THIRD SUBFLOOR J�
17'-0" (71.85'±)
SECOND SUBFLOOR
8'-6" (63.35'±)
SLAB ON GRADE
0'-0" (54.85'±)
AVERAGE GRADE
4-12" (53.85'±)
E
ROOF/CEILING ASSEMBLIES
ROOF: TYPICAL FRAMED
<�>A
ASPHALT COMP ROOFING PER ELEVATION
30# FELT UNDERLAYMENT
ICE + WATER SHIELD @ EAVES, HALF -LAPPED
EXTENDS 24" ABOVE WALL LINE
SHEATHING PER STRUCTURAL
OVERFRAMING WHERE OCCURS
TRUSSES PER STRUCTURAL
1" MIN. AIR GAP
R-49 MIN. BATT INSULATION
%" GWB
PAINT PER OWNER
1 2 1 2
R T
A4.2 2 A4.2 3 A4.3 4 A4.3 5
II I
TRANSVERSE SECTION
SCALE: 1 /4" = 1 '-0"
CEILING, TYPICAL
C1 5 GWB
CEILING: GARAGE
C2 %" TYPE X GWB
CEILING: EXTERIOR SOFFIT
C3 4"FIBERCEMENTT+G
CEILING: DROPPED SOFFIT
C4 2x6 FRAMING
%" GWB
CITIZEN
ESIGH
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
0
0
2
Z
3::
H
W
J
Q
0
I
0
N
CD
00
01.
ui
0
Z
O
W
F_
W
W
ul
W
J
Q
0
01
City of EDMONDS
Permit Set
October 7, 2022
A7 Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
SECTIONS
AND ASSEMBLIES
SCALE: AS NOTED
1 /4" = 1 ' -0"
A401
SECTION NOTES
WALL ASSEMBLIES
FLOOR ASSEMBLIES
1❑
ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.)
WALL: TYP. EXTERIOR
WALL: INSULATED INTERIOR
OOR: TYP. MASS TIMBER
2.
DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS.
W1
<��
3.
SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES.
SIDING PER ELEVATION
%" GWB
MASS TIMBER SLAB PER STRUCTURAL
4.
GUTTER PER PLAN.
INFILTRATION BARRIER (TYVEK OR EQUIV.)
2x6 FRAMING PER PLAN
5.
ROOF OVERFRAMING PER TRUSS MFR.
PLYWOOD SHEATHING PER STRUCTURAL
R-21 MIN. BATT INSULATION
6.
PROVIDE (1) LAYER %" TYPE X GWB AT UNDERSIDE OF STAIRS.
2x FRAMING PER STRUCTURAL
%" GWB
FLOOR: INSULATED SLAB ON GRADE
7.
SEE 3/A5.3 & 4/A5.3 FOR STAIR AND RAILING DETAILS.
R-21 MIN. BATT INSULATION
F2
8.
CANOPY PER DETAIL 5/A5.3.
2" GWB
CONCRETE SLAB PER STRUCTURAL
9.
PARTY WALLS SHALL EXTEND THROUGH ATTIC AND BE TIGHT TO
6 MIL MIN. VAPOR BARRIER
UNDERSIDE OF ROOF SHEATHING
R-10 (2" XPS MIN.) RIGID INSULATION UNDER
10.
BALCONY NOT IN PLANE WITH PROPERTY LINE. REF. A0.5 FOR DTLS.
RESERVED
WALL: UNINSULATED EXTERIOR
ENTIRE SLAB
11.
BALCONY BY OTHERS UNDER DEFERRED SUBMITTAL.
W2
W6
4" COMPACTED GRAVEL
W1 ASSEMBLY, EXCEPT:
12.
BIORETENTION PLANTER PER CIVIL. SHOWN FOR REF. ONLY.
NO INSULATION
FLOOR: INSULATED MASS TIMBER
F3
WALL: 1-HR PARTY WALL
WALL: FURRING WALL
MASS TIMBER SLAB PER STRUCTURAL
W3
R-30 MIN. RIGID INSULATION
REFERENCE ASSEMBLY: GA FILE NO. WP 5513 (STC 45)
2x FRAMING PER PLAN
6" XPS OR EQUAL
%" TYPE X GWB
IF GWB
SHEATHING PER STRUCTURAL (WHERE OCCURS)
2x4 STAGGERED FRAMING ON 2x6 PLATES PER STRUCTURAL
3 z" FIBERGLASS BATT
%" TYPE X GWB
WALL: TYP. INTERIOR
W4
EXTERIOR SLAB ON GRADE
%" GWB
D1
FRAMING PER PLAN
CONCREE SLA TB PER SRUCTRAL TU
)/2" GWB
HEIGHT LIMIT
29'-0"" (83.85'±)
TOP OF ROOF J�
29'-0" (83.85'±)
THIRD SUBFLOOR
17'-0" (71.85'±)
SECOND SUBFLOOR
8'-6" (63.35'±)
SLAB ON GRADE J�
0'-0" (54.85'±)
AVERAGE GRADE
4-12" (53.85'±)
1% 1
R B A4.1 A R
I � I
LONGITUDINAL SECTION: UNIT A
SCALE: 1 /4" = 1 '-0"
ROOF/CEILING ASSEMBLIES
ROOF: TYPICAL FRAMED
<�>A
ASPHALT COMP ROOFING PER ELEVATION
30# FELT UNDERLAYMENT
ICE + WATER SHIELD @ EAVES, HALF -LAPPED
EXTENDS 24" ABOVE WALL LINE
SHEATHING PER STRUCTURAL
OVERFRAMING WHERE OCCURS
TRUSSES PER STRUCTURAL
1" MIN. AIR GAP
R-49 MIN. BATT INSULATION
%" GWB
PAINT PER OWNER
CEILING, TYPICAL
C1 5 GWB
CEILING: GARAGE
C2 %" TYPE X GWB
CEILING: EXTERIOR SOFFIT
C3 4"FIBERCEMENTT+G
CEILING: DROPPED SOFFIT
C4 2x6 FRAMING
%" GWB
1
TB A4.1 A
LONGITUDINAL SECTION: UNIT B
SCALE: 1 /4" = 1 '-0"
CITIZEN
ESIGH
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
v I
,W
v I
D
0
o
N
Zo
00
0%
0
O
Z
O
O
W "'
J W
Q W
0ul
W
O a
� o
CM M
City of EDMONDS
Permit Set
October 7, 2022
A7 Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
SECTIONS
AND ASSEMBLIES
SCALE: AS NOTED
1 /4" = 1 '-0"
A402
SECTION NOTES
WALL ASSEMBLIES
FLOOR ASSEMBLIES
ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.)
WALL: TYP. EXTERIOR
WALL: INSULATED INTERIOR
OOR: TYP. MASS TIMBER
2.
DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS.
W1
<��
3.
SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES.
SIDING PER ELEVATION
%" GWB
MASS TIMBER SLAB PER STRUCTURAL
4.
GUTTER PER PLAN.
INFILTRATION BARRIER (TYVEK OR EQUIV.)
2x6 FRAMING PER PLAN
5.
ROOF OVERFRAMING PER TRUSS MFR.
PLYWOOD SHEATHING PER STRUCTURAL
R-21 MIN. BATT INSULATION
6.
PROVIDE (1) LAYER %" TYPE X GWB AT UNDERSIDE OF STAIRS.
2x FRAMING PER STRUCTURAL
%" GWB
FLOOR: INSULATED SLAB ON GRADE
7.
SEE 3/A5.3 & 4/A5.3 FOR STAIR AND RAILING DETAILS.
R-21 MIN. BATT INSULATION
F2
8.
CANOPY PER DETAIL 5/A5.3.
2" GWB
CONCRETE SLAB PER STRUCTURAL
9.
PARTY WALLS SHALL EXTEND THROUGH ATTIC AND BE TIGHT TO
6 MIL MIN. VAPOR BARRIER
UNDERSIDE OF ROOF SHEATHING
R-10 (2" XPS MIN.) RIGID INSULATION UNDER
10.
BALCONY NOT IN PLANE WITH PROPERTY LINE. REF. A0.5 FOR DTLS.
RESERVED
WALL: UNINSULATED EXTERIOR
ENTIRE SLAB
11.
BALCONY BY OTHERS UNDER DEFERRED SUBMITTAL.
W2
W6
4" COMPACTED GRAVEL
W1 ASSEMBLY, EXCEPT:
12.
BIORETENTION PLANTER PER CIVIL. SHOWN FOR REF. ONLY.
NO INSULATION
FLOOR: INSULATED MASS TIMBER
F3
WALL: 1-HR PARTY WALL
WALL: FURRING WALL
MASS TIMBER SLAB PER STRUCTURAL
W3
R-30 MIN. RIGID INSULATION
REFERENCE ASSEMBLY: GA FILE NO. WP 5513 (STC 45)
2x FRAMING PER PLAN
6" XPS OR EQUAL
%" TYPE X GWB
IF GWB
SHEATHING PER STRUCTURAL (WHERE OCCURS)
2x4 STAGGERED FRAMING ON 2x6 PLATES PER STRUCTURAL
3 z" FIBERGLASS BATT
%" TYPE X GWB
WALL: TYP. INTERIOR
W4
EXTERIOR SLAB ON GRADE
%" GWB
D1
FRAMING PER PLAN
CONCREE SLA TB PER SRUCTRAL TU
)/2" GWB
HEIGHT LIMIT
29'-0"" (83.85'±)
TOP OF ROOF J�
29'-0" (83.85'±)
THIRD SUBFLOOR J�
IT-0" (71.85'±)
SECOND SUBFLOOR
8'-6" (63.35'±)
SLAB ON GRADE J�
0'-0" (54.85'±)
AVERAGE GRADE
4-12" (53.85'±)
1
R B A4.1 A R
I
I
LONGITUDINAL SECTION: UNIT 3
SCALE: 1 /4" = 1 '-0"
ROOF/CEILING ASSEMBLIES
ROOF: TYPICAL FRAMED
<�>A
ASPHALT COMP ROOFING PER ELEVATION
30# FELT UNDERLAYMENT
ICE + WATER SHIELD @ EAVES, HALF -LAPPED
EXTENDS 24" ABOVE WALL LINE
SHEATHING PER STRUCTURAL
OVERFRAMING WHERE OCCURS
TRUSSES PER STRUCTURAL
1" MIN. AIR GAP
R-49 MIN. BATT INSULATION
%" GWB
PAINT PER OWNER
CEILING, TYPICAL
C1 5 GWB
CEILING: GARAGE
C2 %" TYPE X GWB
CEILING: EXTERIOR SOFFIT
C3 4"FIBERCEMENTT+G
CEILING: DROPPED SOFFIT
C4 2x6 FRAMING
%" GWB
64-�
1
TB A4.1 A
LONGITUDINAL SECTION: UNIT
SCALE: 1 /4" = 1 '-0"
CITIZEN
ESIGH
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
v I
Lu
( I
D
0
o
N
Zo
00
0%
0
O
Z
O
O
W ILI
J W
Q W
0ul
W
O a
� o
CM M
City of EDMONDS
Permit Set
October 7, 2022
A7 Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
SECTIONS
AND ASSEMBLIES
SCALE: AS NOTED
1 /4" = 1 '-0"
A403
ROOF (R1) A7
ASPHALT COMP. ROOFING PER ELEVATION ,
30# FELT UNDERLAYMENT
ICE + WATER SHIELD @ EAVES, HALF -LAPPED
EXTENDS 24" ABOVE WALL LINE
SHEATHING PER STRUCTURAL
OVERFRAMING WHERE OCCURS
TRUSSES PER STRUCTURAL
1" MIN. AIR GAP
R-49 MIN. BATT INSULATION
%" GWB
PAINT PER OWNER
TYPICAL EXTERIOR WALL (W1)
SIDING PER ELEVATION
INFILTRATION BARRIER (TYVEK OR EQUIV.)
PLYWOOD SHEATHING PER STRUCTURAL
2x FRAMING PER STRUCTURAL
R-21 MIN. BATT INSULATION
%" GWB
TYPICAL FLOOR (F1)
MASS TIMBER SLAB PER
STRUCTURAL
5
A5.2
If 1
DA53
TYPICAL FLOOR (F1)
MASS TIMBER SLAB PER
STRUCTURAL
I
I I
l I
INSULATED SLAB ON GRADE (F2)
CONCRETE SLAB PER STRUCTURAL
6 MIL MIN. VAPOR BARRIER
R-10 (2" XPS MIN.) RIGID INSULATION
9
UNDER ENTIRE SLAB
rA5.3
1
4" COMPACTED GRAVEL
TYP. EXTERIOR WALL
SCALE: 1 /2" = 1 '-0"
TYPICAL FLOOR (F1)
MASS TIMBER SLAB PER
STRUCTURAL
TYPICAL EXTERIOR WALL (W1)
SIDING PER ELEVATION
INFILTRATION BARRIER (TYVEK OR EQUIV.)
PLYWOOD SHEATHING PER STRUCTURAL
2x FRAMING PER STRUCTURAL
R-21 MIN. BATT INSULATION
%" GWB
TYPICAL FLOOR (F1)
MASS TIMBER SLAB PER
STRUCTURAL
TYPICAL EXTERIOR WALL (W1)
SIDING PER ELEVATION
INFILTRATION BARRIER (TYVEK OR EQUIV.)
PLYWOOD SHEATHING PER STRUCTURAL
2x FRAMING PER STRUCTURAL
R-21 MIN. BATT INSULATION
%" GWB
INSULATED SLAB ON GRADE (F2)
CONCRETE SLAB PER STRUCTURAL
6 MIL MIN. VAPOR BARRIER
R-10 (2" XPS MIN.) RIGID INSULATION
UNDER ENTIRE SLAB
4" COMPACTED GRAVEL
J
ROOF (R1)
ASPHALT COMP. ROOFING PER ELEVATION
30# FELT UNDERLAYMENT
ICE + WATER SHIELD @ EAVES, HALF -LAPPED
EXTENDS 24" ABOVE WALL LINE
SHEATHING PER STRUCTURAL
OVERFRAMING WHERE OCCURS
TRUSSES PER STRUCTURAL
1" MIN. AIR GAP
R-49 MIN. BATT INSULATION
%" GWB
PAINT PER OWNER
7
'�O► A5.4
ROOF (R1)
A
ASPHALT COMP. ROOFING PER ELEVATION
,
30# FELT UNDERLAYMENT
ICE + WATER SHIELD @ EAVES, HALF -LAPPED
EXTENDS 24" ABOVE WALL LINE
SHEATHING PER STRUCTURAL
OVERFRAMING WHERE OCCURS
TRUSSES PER STRUCTURAL
1" MIN. AIR GAP
R-49 MIN. BATT INSULATION
8" GWB
PAINT PER OWNER
TYPICAL FLOOR (F1)
MASS TIMBER SLAB PER
STRUCTURAL
TYPICAL FLOOR (F1)
MASS TIMBER SLAB PER
STRUCTURAL
A5.2
1
l JI
3 8
A5.2 A5.2
� 1
I
X x
4ft� �oo JI
NOTE:
SIDING MATERIALS AND TRIM
OFFSET FOR CLARITY. DO NOT
CROSS THE PROPERTY LINE
WITHOUT APPROVAL OF THE
CITY OF EDMONDS.
TYP. EXTERIOR WALL
SCALE: 1 /2" = 1 '-0"
INSULATED SLAB ON GRADE (F2)
CONCRETE SLAB PER STRUCTURAL
6 MIL MIN. VAPOR BARRIER
R-10 (2" XPS MIN.) RIGID INSULATION
UNDER ENTIRE SLAB
4" COMPACTED GRAVEL
NOTE:
ALL ASSEMBLIES
TYP. OF BOTH SIDES
7
1
TYPICAL PARTY WALL (W3)
REFERENCE ASSEMBLY: GA FILE NO. WP 5513 (STC 45)
%" TYPE X GWB
SHEATHING PER STRUCTURAL (WHERE OCCURS)
2x4 STAGGERED FRAMING ON 2x6 PLATES PER STRUC'L
3%" FIBERGLASS BATT
%" TYPE X GWB
11
TYP.
A5.2
TYPICAL PARTY WALL (W3)
REFERENCE ASSEMBLY: GA FILE NO. WP 5513 (STC 45)
%" TYPE X GWB
SHEATHING PER STRUCTURAL (WHERE OCCURS)
2x4 STAGGERED FRAMING ON 2x6 PLATES PER STRUC'L
3%" FIBERGLASS BATT
%" TYPE X GWB
PARTY WALL AT ROOF INTERSECTION
SCALE: 1 /2" = 1 '-0"
7
7
11
TYP.
A5.2
FAJ
ROOF
0�
(R1)
ASPHALT COMP. ROOFING PER ELEVATION
30# FELT UNDERLAYMENT
ICE + WATER SHIELD @ EAVES, HALF -LAPPED
EXTENDS 24" ABOVE WALL LINE
SHEATHING PER STRUCTURAL
OVERFRAMING WHERE OCCURS
TRUSSES PER STRUCTURAL
1" MIN. AIR GAP
R-49 MIN. BATT INSULATION
%" GWB
PAINT PER OWNER
TYPICAL PARTY WALL (W3)
REFERENCE ASSEMBLY: GA FILE NO. WP 5513 (STC 45)
%" TYPE X GWB
SHEATHING PER STRUCTURAL (WHERE OCCURS)
2x4 STAGGERED FRAMING ON 2x6 PLATES PER STRUC'L
3%" FIBERGLASS BATT
%" TYPE X GWB
TYPICAL FLOOR (F1)
MASS TIMBER SLAB PER
STRUCTURAL `
f
M
M
M
M
f
f
f
M
TYPICAL FLOOR (F1)
all MASS TIMBER SLAB PER
STRUCTURAL `
f
ul moo
M
f
r
INSULATED SLAB ON GRADE (F2)
CONCRETE SLAB PER STRUCTURAL
6 MIL MIN. VAPOR BARRIER
R-10 (2" XPS MIN.) RIGID INSULATION
UNDER ENTIRE SLAB
4" COMPACTED GRAVEL
i �i\,i\�i\� , i\�i\�i
NOTE:
ALL ASSEMBLIES
TYP. OF BOTH SIDES
TYP. PARTY WALL
SCALE: 1 /2" = 1 '-0"
CITIZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
w
D
0
O
N
Z00
Z o�
0�
O
Z
O
O
W "'
J
w
a0-1
w
H
w
O a
0
CM M
City of EDMONDS
Permit Set
October 7, 2022
A7 Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
f
WALL SECTIONS
SCALE: AS NOTED
A501
INFILTRATION BARRIER
SIDING PER ELEVATION
FLEXIBLE FLASHING
METAL FLASHING
TYPICAL WINDOW HEADER
SCALE: 3" = V-0"
FLEXIBLE FLASHING
INFILTRATION BARRIER
SIDING PER ELEVATION
IJ
TYPICAL WINDOW SILL
SCALE: 3" = V-0"
CONCRETE FLOOR SLAB
PER STRUCTURAL
6 MIL (MIN) VAPOR
BARRIER
2" FOAM INSULATION
4" COMPACTED GRAVEL
CONCRETE FOUNDATION
WALL PER STRUCTURAL
SLAB AT GARAGE DOOR
SCALE: 3" = V-0"
R-10 MIN. RIGID
INSULATION
HEADER PER
STRUCTURAL
%" GWB
BACKER ROD AND
SEALANT
WINDOW PER PLAN
WINDOW PER PLAN
SEALANT
FLEXIBLE FLASHING
WOOD SILL
z" GWB
""""" ETE COLD JOINT
ETE DRIVEWAY
/IL
WINDOW PER PLAN
FLEXIBLE FLASHING
INFILTRATION BARRIER
SIDING PER ELEVATION
FLEXIBLE FLASHING
%" GWB
WINDOWSILL
TYPICAL WINDOW JAMB.
SCALE: 3" = V-0"
I IULI\ IiLI�I LIV 1 [- 1F JIUIIYU r L1\ LLLVMI IUIY
PRIMED ALUMINUM CORNER
MOLDING (MATCH SIDING)
TYP. OUTSIDE CORNER: LAP
SCALE: 3" = V-0"
PLYWOOD SHEATHING
SIDING PER ELEVATION
INFILTRATION BARRIER
SHEET METAL DRIP
EDGE FLASHING
GARAG E CU RB
SCALE: 3" = V-0"
SIDING PER ELE
INFILTRATION B,
FLEXIBLE FLi
METAL FLi
WRAP LATH AND
PLASTER AROUND
LEDGER
2x4 P.T. LEDGER w/ TOP
EDGE RIPPED TO SLOPE
PLASTER PER ELE
WIRE MES
CEMENT BACKER
SIDING TO PLASTER TRANSITION
SCALE: 3" = F-0"
SIDING PER ELEVATION
FLEXIBLE FLASHING
OUTSIDE CORNER METAL FLASHING
FLASHING (NTS)
PER MFR. HARDIE TRIM PER ELEVATION
�i11:L1�
INFILTRATION BARRIER
BACKER ROD
AND SEALANT
SIDING PER ELEVATION
SF
PANEL JOINT PER
6" MPP PER
PROVIDES 1-1-1I
PER IBC 2;
TABLE 601
BELLY BAND.
SCALE: 3" = 1 '-0"
-I SIDE
FIRE RATING AT FLOOR/PARTY WALL
SCALE: 3" = V-0"
SWINGING DOOR SILL @ CONC.
SCALE: 3" = V-0"
WHITE WOOD TRIM
FINISH PER OWNER
°' z
�` o
J U
m Uj
LULn
�X
Ln w
Q a
TYP. SIDING BASE
SCALE: 3" = V-0"
EXTERIOR LEGS TO MATCH PANEL
THICKNESS.
J
-IING
JOINT
PLYWOOD SHEATHING
SIDING PER ELEVATION
INFILTRATION BARRIER
SHEET METAL DRIP
EDGE FLASHING
1/2" MIN. J
z
tb
SLOPE
2%
X MOLD PER MFR
(NTS)
TYP. OUTSIDE CORNER: PANEL
SCALE: 3" = V-0"
0
CITIZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
City of EDMONDS
Permit Set
October 7, 2022
Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
f
DETAILS
SCALE: AS NOTED
A502
0
SIDING PER ELEVATION
RUN INFILTRATION BARRIER
CONTINUOUS BEHIND BRACKET
FLEXIBLE FLASHING
BRACKET, CLEVIS AND
CONNECTION PER 8/S3.1
METAL FLASHING
STANDING SEAM METAL ROOF
BRACKET, CLEVIS AND
CONNECTION PER 8/S3.1
METAL FLASHING
GUTTER + DOWNSPOUT
PER PLAN
1 x FASCIA. PAINT TO
MATCH SIDING
BEAM PER STRUCTURAL
T&G HARDIE SOFFIT
2x SOFFIT FURRING
FRAMING PER STRUC'L
RIPPED TO SLOPE
ENTRY CANOPY
SCALE: 1 " = 1 '-0"
a
RAISED E
GRADE W/
AND ENTR`
_OOR
CONCRETE W/
STRU
ENTRY WALKWAY
SCALE: I" = 1 '-0"
NOTE:
HANDRAIL ENDS SHALL RETURN TO
THE WALL OR TERMINATE IN NEWEL
POSTS OR SAFETY TERMINALS.
2 z"0 x%" S.S. PLATE
CONNECT WITH 2 BOLTS
AND CINCH ANCHORS PER
PLATE FASTENED TO
WALL, MAX 3'-0" O.C. (TYP.)
TYP. HANDRAIL.
SCALE: I" = 1 '-0"
4'-0" MIN. EACH SIDE
FIRE -RETARDANT TREATED
SHEATHING PER STRUCTURAL
STANDING SEAM METAL ROOFING
30# FELT UNDERLAYMENT
II ��
II ��
II ��
i
(1) LAYER %" GWB J
ASSEMBLY W3 PER SECTION
I
ASSEMBLY R1 PER SECTION
(2) LAYERS TYPE X GWB
CONTINUOUS TO UNDERSIDE
OF ROOF SHEATHING
BETWEEN TWO INTERIOR UNITS
TYP. PARTY WALL TERMINATION
SCALE: 3/4"=1 '-0"
4"0 STEEL DOWNSPOUT
CLEANOUT
FINISHED GRADE
4"0 TO 6"0 ADAPTER
6"0 CONC% BEND
TIGHTLINE TO BMP PER A1.4
SECTION A SECTION B
FINISHED FLOOR
ROOF PENETRATION
PER 8/A5.4
ROUTE VENTS AND DUCTS TO
AVOID PENETRATIONS
THROUGH ROOF WITHIN 4'-0"
OF PARTY WALL
BUILDING WALL
STORM DRAIN
WYE
TYP. DOWNSPOUT CONNECTION
SCALE: I" = 1 '-0"
TYP. STAIR
SCALE: 1 " = 1 '-0"
11
4'-0" MIN. EACH SIDE
TRUSSES AND CONNECTION
PER STRUCTURAL
(2) LAYERS TYPE X GWB
CONTINUOUS TO UNDERSIDE
OF ROOF SHEATHING
FIRE -RETARDANT TREATED
SHEATHING PER STRUC.
ASSEMBLY R1 PER SECTION
it
II
II
II
(1) LAYER %" GWB
ASSEMBLY W3 PER SECTION
BETWEEN AN INTERIOR UNIT AND AN EXTERIOR UNIT
NOTE:
EXTERIOR WALL NOT
SHOWN FOR CLARITY
EXTERIOR FLOOR SLAB
(WHERE OCCURS)
GRAVEL BACKFILL FOR DRAINS PER
WSDOT 9-03.12(4)
WRAP WITH FILTER FABRIC.
FABRIC SHALL BE SUPAC SNP
OR APPROVED EQUAL
4" OR 6" SDR 35 PVC PERF. PIPE.
TIGHTLINE TO SD CONVEYANCE
SYSTEM PER A1.4
EXPANSION JOINT
d
d 4 d
Q
4
d
6" MIN.
72TYP. FOOTING DRAIN
SCALE: 1 " = 1 '-0"
INTERIOR SLAB F3
(WHERE OCCURS)
FOOTING AND STEM
WALL PER STRUC'L
9 , lT
F
CITIZEN
DESIGN
REVISION
Oct 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
v
`W
v
0
o
N
Z0
Z 0�
0
O
Z
O
O
W Lu
J
w
aw
o�
w
O a
0
� o
CM M
City of EDMONDS
Permit Set
October 7, 2022
Post Permit Rev. 10/15/24
FOR PLANNING DEPT USE ONLY
f
DETAILS
SCALE: AS NOTED
A503