APPROVED ENG PLN_BLD-RESUB2 BLD2021-1327+Architectural_ & SITE Plan+1.20.2022_10.09.47_AM+2631469Parcel No.: 00528100001600
Project Standards:
Building Code IBC 2018 Edition
Energy Code WSEC (by WSU) 2018 Edition
Jurisdiction City of Edmonds, Washington
Zoning RS-8 I Occupancy SFR
Legal Description:
MUNGER ADD NO 5 BLK 000 D-00 - LOT 16
Project Scope of Work:
1. Convert existing carport into garage with
waterproof deck above in existing locations
LOT COVERAGE
LOT SIZE: 9,375
MAX COVERAGE: 35
NO NEW LOT COVERAGE
(E HOUSE: 1,610 S FT
N GARAGE W/ DECK: 516 SQ FT
REAR RAISED WALKWAY: 110 SQ FT
TOTAL LOT COVERAGE (E) & (N): 2,236 SQ FT (240/)
Project Directory:
Property Owner:
Alison & James Killgore
Project Address:
21420 95th PI. W
Edmonds, WA 98020
Project Designer:
Fitch & Company
Address:
12811 8th Ave W
Everett, WA 98204
Contact:
425.481.8190
Selena@FitchDesignCompany.com
IMPERVIOUS SURFACE
EXISTING IMPERVIOUS SURFACE: 3656 SQ FT
NEW & REPLACED IMPERVIOUS SURFACE: 1 702 SQFT
TOTAL IMPERVIOUS SURFACE E & (N): 3656 SQ FT
HEIGHT CALCS
A= 100'
B=100' MAXIMUM DRIVEWAY SLOPE
C=100' ALLOWED 14%
D= 94.6'
TOTAL-- 394.6'
AVERAGE GRADE= 98.65'
MAXIMUM- 123.65'
(AVERAGE GRADE + 25)
INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING
TO APPROVED PLANS, CITY OF EDMONDS STANDARD PRO
DETAILS, AND ALL OTHER MEASURES THAT MAY BE
REQUIRED DURING CONSTRUCTION.
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF
EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL.
CONTRACTOR PRIOR TO ISSUANCE OF
BUILDING PERMIT
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
i
PLANS MUST BE
ON JOB SITE
CITY OF EDMONDS
BUILDING DIVISION
APPROVED PLAN
City Of Edmonds
Building Department
Work ' ADDITION AND DECK
Address' 21420 95TH PL W
Owner KILGORE
Approved Date 1/27/2022
Building Official /re� Pi6/0ON �,16
----------- ---------------------------- --------
Permit Number: BLD2021-1327
----------------------------------------------
124'-11 3/4"
,_ _ _ _ _ _ . * Through Lot - 2 Streets
' RS-8
Zone: ----------
Corner,
N Flag N
Setbacks:
Re -wired
Actual
25'
------------
:W > 25'
Street
75'
N&S>
Sides
- - - --
Street
25'
E > 25'
Other
NO
Height 25 CHANGE
Nothing in the permit approval process shall be
interpreted as allowing or permitting the maintenance
of any currently existing illegal, nonconforming or
unpermitted building, structure or site condition which
is outside the scope of the permit application, regardless
of whether such building, structure or condition is
shown on the site plan or drawing. Such building,
structure or condition may be the subject of a separate
enforcement action.
APPROVED BY PLANNING
Jan 28 2022
44'-5 3/4"
50'-0 3/4"
30'-5 1/4"
OWNER/CONTRACTOR IS RESPONSIBLE FOR
526 sgft of replaced
PROPERTY LINE
EROSION CONTROL AND DRAINAGE
impervious surface area
SIDF/YARD, 7.5' S TBAC
ALLIDISTMBED`AREAS TO B)3 °'
NAW UNtOND?riONIWD W W
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SWMMW W BMP T.5.13.
DgCK A4D W4KWAY IN
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EXISTING LOCATIONS
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EXCAVATE GARAGE DOWN MAX 7.75" AND
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RE -GRADE DRIVEWAY TO MEET LOWERED
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ASPHALT ROADWAY 1 1 SQ FT NEW IMPERVIOUS SURFACE
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N CON RU ION T ARE OFF
------
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STORM DRAIN - WORKING WITH CITY
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SIDE YARD: p.5' SE$BACI3
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CONNECTS TO TYPE II
-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•-•- MANHOLE
INTERCONNECTED
SMOKE ALARMS, HEAT
DETECTORS AND CO
DETECTORS ARE A
REQUIREMENT OF THIS
PERMIT IN ACCORDANCE
WITH R314.2.2 ;
------
PROPERTY LINE
SITE PLAN
N SCALE: 1" = 10'
124-41 3/4"
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
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.
DATUM POINT + 100'
TOP OF SS MANHOLE COVER
WALL LEGEND
— NEW FRAMED WALLS
0 EXISTING WALLS
REMOVE EXISTING
(E) EXISTING
REMOVE (E) & REPLACE
(R/R) W/ NEW
INTERIOR NOTES
• DIMENSIONS FROM FINISHED DRYWALL TO
FINISHED DRYWALL, UNLESS NOTED
OTHERWISE
• ALL DRAWINGS & NOTES
CROSS-REFERENCE EACH OTHER. SEE
SPECIFICATION SHEETS FOR ADDITIONAL
SPEC'D PRODUCT INFORMATION.
• CABINET DETAILS & DIMENSIONS ARE
SUBJECT TO VARIATION BASED ON
ON -SITE FRAMING & CABINET
MANUFACTURER & MAY VARY FROM
DRAWINGS.
• CABINET SUPPLIER TO VERIFY ACTUAL
THICKNESS OF SELECTED SLAB
COUNTERTOPS IN RELATION TO CABINET
HEIGHTS, ADJUST AS NEEDED
(SELECTIONS MAY VARY FROM
DRAWINGS & SPECS)
• RECOMMENDATION: A CABINET
CONTROL SAMPLE SHOULD BE SEEN AND
APPROVED BY CLIENT PRIOR TO CABINET
ORDER
• ALL NATURAL STONE (TILE & SLABS) CAN
VARY FROM SAMPLES USED IN THE
DESIGN PROCESS. IT IS STRONGLY
RECOMMENDED THAT CLIENTS SEE AND
APPROVE ACTUAL SLABS PRIOR TO
FABRICATION.
• TILE LAYOUTS CAN VARY FROM
DRAWINGS BASED ON ON -SITE
CONDITIONS
• FIELD VERIFY ALL SHWR PLUMBING
HEIGHTS & BATHROOM ACCESSORY
LOCATIONS W/ HOMEOWNER PRIOR TO
INSTALLATION
PAGE REFERENCE:
1.0- SITE PLAN
2.0- EXISTING/DEMO PLAN
3.0 - NEW GROUND LEVEL FLOOR PLAN
4.0 - NEW SECOND FLOOR PLAN
5.0 - EXTERIOR ELEVATIONS
5.1 - SECTION CUT
6.0 - ELECTRICAL PLAN
- CITY STORM LINE
CONNECTS TO TYPE
II ENGINEERING DIVISION
MANHOLE APPROVED AS NOTED
02/04/2022
***No stormwater management
system required at this time. If
new and replaced impervious
surfaces equal 2000sgft or
greater a stormwater
management system will be
required per City codes and
standards. ***
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DATE:
12/21/2021
JOB NO
417
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Jan 20 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
100
ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE &
ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR
ARCHITECTURAL OR ENGINEERING USE.
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WALL LEGEND r ,
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- NEW FRAMED WALLS Q Q
EXISTING WALLS T
REMOVE EXISTING i 0
(E) EXISTING V V
REMOVE (E) & REPLACE
IR/R) W/ NEW
LL
INTERIOR NOTES
• DIMENSIONS FROM FINISHED DRYWALL TO
FINISHED DRYWALL, UNLESS NOTED
OTHERWISE
• ALL DRAWINGS & NOTES
CROSS-REFERENCE EACH OTHER. SEE
SPECIFICATION SHEETS FOR ADDITIONAL
SPEC'D PRODUCT INFORMATION.
• CABINET DETAILS & DIMENSIONS ARE
SUBJECT TO VARIATION BASED ON
ON -SITE FRAMING & CABINET
MANUFACTURER & MAY VARY FROM c
DRAWINGS. u
• CABINET SUPPLIER TO VERIFY ACTUAL
THICKNESS OF SELECTED SLAB ¢
COUNTERTOPS IN RELATION TO CABINET E
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HEIGHTS, ADJUST AS NEEDED U
(SELECTIONS MAY VARY FROM pop
DRAWINGS & SPECS)
NOTE: FRONT PORCH RAILINGS TO BE w A
REPLACED TO MATCH NEW RAILINGS • RECOMMENDATION: A CABINET WON
WALL 11.5"THICK CONTROL SAMPLE SHOULD BE SEEN AND A
APPROVED BY CLIENT PRIOR TO CABINET w - CO
ORDER m cz 00
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• ALL NATURAL STONE (TILE & SLABS) CAN w N -
VARY FROM SAMPLES USED IN THE A cn v0i dN
DESIGN PROCESS. IT IS STRONGLY
RECOMMENDED THAT CLIENTS SEE AND
APPROVE ACTUAL SLABS PRIOR TO DATE:
EXISTING RETAINING FABRICATION. 12 / 21 / 2 0 21
WALL AND POSTS TO .TILE LAYOUTS CAN VARY FROM
3.5" X 3.5" REMAIN UNAFFECTED DRAWINGS BASED ON ON -SITE JOB NO.
CONDITIONS 417
• FIELD VERIFY ALL SHWR PLUMBING
7.5"H X 3.5"W BEAMS HEIGHTS & BATHROOM ACCESSORY
REMOVE WALKWAY AND LOCATIONS W/ HOMEOWNER PRIOR TO
RAILINGS ON STAIRS ABOVE INSTALLATION
PAGE REFERENCE:
0
0
POSTS 5.5"X3.5" POSTS 5.5"X3.5" 1.0- SITE PLAN co
EXISTING STAIRS TO REMAIN W/ 2.0- EXISTING/DEMO PLAN
NEW RAILINGS AND DECKING TO 3.0 - NEW GROUND LEVEL FLOOR PLAN
MATCH NEW DECK 4.0 - NEW SECOND FLOOR PLAN vi
5.0 - EXTERIOR ELEVATIONS F" A
5.1 - SECTION CUT W z
CARPORT 6.0 -ELECTRICAL PLAN
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N SCALE: 1/4" = P-0"
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RESUB
Jan 20 2022
CITY OF EDMONDS
FIXED SCALE 1 TO 1 IN FT. DEVELOPMENT SERVICES
DEPARTMENT
2mO
ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE &
ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR
ARCHITECTURAL OR ENGINEERING USE.
i-------------------------------,
Garage door to the dwelling must '
be equipped with a self closing or
automatic closing device. IRC
302.5.1
-------------------------------
NOTE: FRONT PORCH RAILINGS TO BE
REPLACED TO MATCH NEW RAILINGS
47'-2"
2"
1'41" �. 3'-0" �� 2'-8" 14'-2" 3'-101/2
FAMILY ROOM
ROOM NOT TO BE USED FOR SLEEPING
PURPOSES PER 2018 IRC R302.5.1
Window opening not allowed unless it
— — complies with IRC R302.5.1, R302.6
and table R302.6
5'-91/2" 1. 2'-111/2" 3'-8" 2'-8" L 6'-31/2"
OR STEEL DOOR NOT LESS THAN
1-3/8" FIRE SEPARATION BETWEEN GARAGE
WALL LLYTHICK
ND DWELLING TO COMPLY WITH 2O18
IRC R302.6 AND TABLE 302.6
EX WINDOW
EX WINDOW
EX WINDOW
EX DOOR
0
SIDING TO REMAIN W/ NOT LESS THAN2"'
GYPSUM BOARD OR EQUIVALENT
APPLIED TO THE GARAGE SIDE
RETAINING
WALKWAY ABOVE ELNEUNAFF
i13
�'`� �`"�
LANDING PLATFORM
PER 2018 IRC R311.7.6 \
�,
WND POSTS TO
REECTED
3.5" X 3�SL
S
7 7 HARDWIRED TO REST OF HOUSE 3'-0"
�
LANDING PLATFORM PER SYSTEM PER 2018 IRC R314.4
RELOCATE POST WITHIN WALL
=
2018 IRC R311.7.6
The is to have
garage
STAIRS P
an interconnected
EXCAVATE GARAGE DOWN MAX 7.75" HEAT DETECTOR
per I RC R302.6 and
; R314.2.3
I
=EXISTING REMAINGARAGE
DECKING
N
---------------------DECK
(UNCONDITIONED)
N
M
CLG HEIGHT 92-7/8"
M
-------------------------
HANDRAILS SHALL HAVE HANDRAILS & I
(GUARDRAILS. THE HANDGRIP PORTION SHALL HAVE '
ACROSS SECTIONAL DIMENSION OF 11/4" TO 2". IRC
IR311_7_8_-------------------J
r— - — - — - — - — - — - — - — - — - — - — --
(GUARDRAILS SHALL BE DESIGNED TO RESIST A I
(CONCENTRATED LOAD OF 200 POUNDS IN ANY
DIRECTION AT THE TOP OF THE GUARDRAIL.
i
INFILL COMPONENTS SHALL BE DESIGNED TO
RESIST A HORIZONTAL LOAD OF 50 POUNDS '
,OVER A ONE SQUARE FOOT AREA. IRC R301.5.
L- — - — - — - — - — - — - — - — - — - — - —
25'-10"
3'-2"
18'-0"
3'-2"
50'-2"
NOTE: DRIVEWAY TO BE RE -GRADED AND PAVED
NEW GROUND LEVEL FLOOR PLAN
SCALE: 1/4" = 1'-0"
r----------------
DECK CONSTRUCTION TO CONSIST
IOF APPROVED WOODS OF NATURAL
I RESISTANCE TO DECAY OR BE
TREATED WOOD AND LABELED
(ACCORDINGLY.
1 RC R317.1 & R317.2
L- — - — - — - — - — - — - — - —
WALL LEGEND
— NEW FRAMED WALLS
0 EXISTING WALLS
REMOVE EXISTING
(E) EXISTING
REMOVE (E) & REPLACE
(R/R) W/ NEW
INTERIOR NOTES
• DIMENSIONS FROM FINISHED DRYWALL TO
FINISHED DRYWALL, UNLESS NOTED
OTHERWISE
• ALL DRAWINGS & NOTES
CROSS-REFERENCE EACH OTHER. SEE
SPECIFICATION SHEETS FOR ADDITIONAL
SPEC'D PRODUCT INFORMATION.
• CABINET DETAILS & DIMENSIONS ARE
SUBJECT TO VARIATION BASED ON
ON -SITE FRAMING & CABINET
MANUFACTURER & MAY VARY FROM
DRAWINGS.
• CABINET SUPPLIER TO VERIFY ACTUAL
THICKNESS OF SELECTED SLAB
COUNTERTOPS IN RELATION TO CABINET
HEIGHTS, ADJUST AS NEEDED
(SELECTIONS MAY VARY FROM
DRAWINGS & SPECS)
• RECOMMENDATION: A CABINET
CONTROL SAMPLE SHOULD BE SEEN AND
APPROVED BY CLIENT PRIOR TO CABINET
ORDER
• ALL NATURAL STONE (TILE & SLABS) CAN
VARY FROM SAMPLES USED IN THE
DESIGN PROCESS. IT IS STRONGLY
RECOMMENDED THAT CLIENTS SEE AND
APPROVE ACTUAL SLABS PRIOR TO
FABRICATION.
• TILE LAYOUTS CAN VARY FROM
DRAWINGS BASED ON ON -SITE
CONDITIONS
{ FIELD VERIFY ALL SHWR PLUMBING
HEIGHTS & BATHROOM ACCESSORY
LOCATIONS W/ HOMEOWNER PRIOR TO
INSTALLATION
� PAGE REFERENCE:
I
0- SITE PLAN
.0- EXISTING/DEMO PLAN
3.0 - NEW GROUND LEVEL FLOOR PLAN
4.0 - NEW SECOND FLOOR PLAN
5.0 - EXTERIOR ELEVATIONS
5.1 - SECTION CUT
6.0 - ELECTRICAL PLAN
FIXED SCALE 1 TO 1 IN FT.
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DATE:
12/21/2021
JOB NO.
417
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Jan 20 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
3mO
ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE &
ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR
ARCHITECTURAL OR ENGINEERING USE.
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WALL LEGEND r ,
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— NEW FRAMED WALLS Q Q
EXISTING WALLS T
REMOVE EXISTING i 0
(E) EXISTING V V
REMOVE (E) & REPLACE
IR/R) W/ NEW
LL
INTERIOR NOTES
• DIMENSIONS FROM FINISHED DRYWALL TO
FINISHED DRYWALL, UNLESS NOTED
OTHERWISE
• ALL DRAWINGS & NOTES
CROSS-REFERENCE EACH OTHER. SEE
SPECIFICATION SHEETS FOR ADDITIONAL
SPEC'D PRODUCT INFORMATION.
• CABINET DETAILS & DIMENSIONS ARE
SUBJECT TO VARIATION BASED ON
ON -SITE FRAMING & CABINET
MANUFACTURER & MAY VARY FROM c
DRAWINGS. u
• CABINET SUPPLIER TO VERIFY ACTUAL
THICKNESS OF SELECTED SLAB ¢
DRAINAGE SYSTEM TO TIE INTO EXISTING COUNTERTOPS IN RELATION TO CABINET E
DOWNSPOUT AT THIS CORNER OF DWELLING HEIGHTS, ADJUST AS NEEDED
AND MATCH EXISTING ON HOUSE AND (SELECTIONS MAY VARY FROM pp
COMPLY WITH 2018IRC P2912.5 DRAWINGS & SPECS)
EX WINDOW EX WINDOW w
EX DOOR • RECOMMENDATION: A CABINET Q
CONTROL SAMPLE SHOULD BE SEEN AND A
APPROVED BY CLIENT PRIOR TO CABINET W 00
ORDER m cz 00
FRENCH DOOR TO REMAIN W r. r N
PER THE 2018 IBC GUARDRAILS PROVIDED FOR n
DECKS SHALL BE 36" IN HEIGHT AND HAVE A STARS DOWN —
MAXIMUM ALL NATURAL STONE TILE & SLABS CAN
A v�dN i VARY FROM SAMPLES USED IN THE c
OPENING SUCH THAT A 4" DIAMETER DESIGN PROCESS. IT IS STRONGLY
SPHERE CANNOT PASS THROUGH. RECOMMENDED THAT CLIENTS SEE AND
APPROVE ACTUAL SLABS PRIOR TO DATE:
FABRICATION. 12/21/2021
• TILE LAYOUTS CAN VARY FROM
DRAWINGS BASED ON ON -SITE JOB NO.
NEW DECK W/ WALKWAY TO BE REBUILT PER THE 2018 IBC, GUARDRAILS PROVIDED FOR CONDITIONS 417
IN EXISTING LOCATION STAI P S UP DECKS SHALL BE 36" IN HEIGHT AND HAVE A •FIELD VERIFY ALL SHWR PLUMBING
MAXIMUM OPENING SUCH THAT A 4" DIAMETER H
SPHERE CANNOT PASS THROUGH. EIGHTS &BATHROOM ACCESSORY
LOCATIONS W/ HOMEOWNER PRIOR TO
INSTALLATION
EXISTING STAIRS TO REMAIN W/ PAGE REFERENCE:
NEW RAILINGS AND DECKING TO C
MATCH NEW DECK N
C
coWATERPROOF I)F,(,K
1.0- SITE PLAN 0�
2.0- EXISTING/DEMO PLAN
3.0 - NEW GROUND LEVEL FLOOR PLAN
4.0 - NEW SECOND FLOOR PLAN vi
5.0 - EXTERIOR ELEVATIONS U Z
5.1 - SECTION CUT
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6.0 - ELECTRICAL PLAN
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WATERPROOF DECK STRUCTURE - W
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NEW DOWNSPOUT AT THIS CORNER OF DECK
TO MATCH EXISTING ON HOUSE AND
COMPLY WITH 2O18 IRC P2912.5. EMPTY INTO Cc]
A
SPLASH BLOCK AT CORNER
24'-4" 23'-81/4"
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48'-0 1/4"
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aN NEW SECOND FLOOR PLAN RESUB
SCALE: 1/4"=1'-0" Jan 20 2022
CITY OF EDMONDS
FIXED SCALE 1 TO 1 IN FT. DEVELOPMENT SERVICES
DEPARTMENT
4mO
ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE &
ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR
ARCHITECTURAL OR ENGINEERING USE.
z
WALL LEGEND r ,
21•-2" V
W Z
I6-11" 4-3 NEW FRAMED WALLS Q Q,
EXISTING WALLS T
REMOVE EXISTING i 0
212' (E) EXISTING V V
REMOVE (E) & REPLACE
(R/R) W/ NEW LL
36"H GUARDRAIL 36"H GUARDRAIL
PER 2018IBC PER 2018IBC INTERIOR NOTES
DECK LEVEL M9 • DIMENSIONS FROM FINISHED DRYWALL TO
FINISHED DRYWALL, UNLESS NOTED
OTHERWISE
• ALL DRAWINGS & NOTES
CROSS-REFERENCE EACH OTHER. SEE
SPECIFICATION SHEETS FOR ADDITIONAL
SPEC'D PRODUCT INFORMATION.
• CABINET DETAILS & DIMENSIONS ARE
SUBJECT TO VARIATION BASED ON
ON -SITE FRAMING & CABINET
MANUFACTURER & MAY VARY FROM c
DRAWINGS. u
• CABINET SUPPLIER TO VERIFY ACTUAL
0 o THICKNESS OF SELECTED SLAB ¢
COUNTERTOPS IN RELATION TO CABINET E
HEIGHTS, ADJUST AS NEEDED
(SELECTIONS MAY VARY FROM pp
DRAWINGS & SPECS)
Lc.
_ — — — — — — — — — — — — RECOMMENDATION: A CABINET Q
CONTROL SAMPLE SHOULD BE SEEN AND w w
APPROVED BY CLIENT PRIOR TO CABINET00
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• ALL NATURAL STONE (TILE &SLABS) CAN A y y CLli
V
III —III —III —III —III —III —II I —II I —III —III —III —III —III —II I —II I —III —III —III —III —III —III —II I —II I—III—III—III—III—III—III-1 I I-1 I I —I I —II I —III —III —III —III —III —II I —III —III —III —III —III —III —II I —II I —III —III —III —III —III —II I —II I—III—III—III—III—III=1 11=1 I I —III VARY FROM SAMPLES USED IN THE cn Ln
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DESIGN PROCESS. IT IS STRONGLY
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ = RECOMMENDED THAT CLIENTS SEE AND
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III=III=1 I=1 I I=1 I=1 I=1 I=111=III=III=III=1 I I=1 I=1 I=1 I=111=III=III=III=1 I I=1 I=1 I=111=III=III=III=III=1 I=1 I=1 I=1=11 I=1=1 I=1 I=1 I=1 I I=1 I=1 I=1 I=1=1 I=1 I=1 I I=1 I=1 I=1 I=1=1 I=1 I=1 I=1 I I=1 I=1 I=1=1 I=1 I=1 I=1 I I=1 I=1 1=1 I APPROVE ACTUAL SLABS PRIOR TO DATE:
FABRICATION. 12/21/2021
• TILE LAYOUTS CAN VARY FROM
4'-3" 8'-6"
DRAWINGS BASED ON ON -SITE JOB NO.
W-6" 4'-3" T-e- s1/z° 2-8 1,0- CONDITIONS 417
3 1/2"
• FIELD VERIFY ALL SHWR PLUMBING
21'-2" HEIGHTS & BATHROOM ACCESSORY
21'-8" LOCATIONS W/ HOMEOWNER PRIOR TO
INSTALLATION
PAGE REFERENCE:
0
EXTERIOR WALL: SOUTH FACING ELEVATION EXTERIOR WALL: NORTH FACING ELEVATION co
SCALE: 1/4" = V-0" SCALE: 1/4" = V-0" 1.0- SITE PLAN o
2.0- EXISTING/DEMO PLAN
3.0 - NEW GROUND LEVEL FLOOR PLAN
MAX RIDGE 4.0 - NEW SECOND FLOOR PLAN vi
EIGHT = 125' S.0 -EXTERIOR ELEVATIONSUz
5.1 - SECTION CUT 6.0 - ELECTRICAL PLANTOP RIDGE ELEV.FH
6, W
W a
0 E--F
Ln
C 7 ON
o
BOTTOM ROOF ELEV= 111.66' N
r4
O
w
RAILING HEIGHT
TO BE 36" 0 0 W
z
cn
EXISTING STAIRS TO REMAIN W/ q
NEW RAILINGS AND DECKING TO
DECK LEVEL MATCH NEW DECK
Z
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:1 F_AVERAGE Q
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GARAGEANDRE-GRADEDRIVEWAY —I I —I I I —I I I —I I I —I I I —I I I —I 1 I —III —I I I
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- LOWERED GARAGE W/LOW CLEARANCE TRACK W
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___________________________RESUB
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EXISTING
CITY OF EDMONDS
T-2" 18'-0" 3'-2' T-21/2" T-31/2" T-101/2" a" 2.-B" 1`13/4" e" T-13/4" RETAINING WALL DEVELOPMENT SERVICES
AND POSTS TO DEPARTMENT
3 REMAIN 1/2" 3 1/2"
UNAFFECTED
24'-4" 25'-10"
FIXED SCALE 1 TO 1 IN FT.
EXTERIOR WALL: WEST FACING ELEVATION
SCALE: 1/4" = 1'-0"
ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE & Soo
ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR
ARCHITECTURAL OR ENGINEERING USE.
z
WALL LEGEND r ,
W Z
- NEW FRAMED WALLS Q a
EXISTING WALLS T I
REMOVE EXISTING i 0
(E) EXISTING V V
REMOVE (E) & REPLACE
IR/R) W/ NEW
LL
INTERIOR NOTES
• DIMENSIONS FROM FINISHED DRYWALL TO
FINISHED DRYWALL, UNLESS NOTED
OTHERWISE
• ALL DRAWINGS & NOTES
CROSS-REFERENCE EACH OTHER. SEE
SPECIFICATION SHEETS FOR ADDITIONAL
SPEC'D PRODUCT INFORMATION.
• CABINET DETAILS & DIMENSIONS ARE
SUBJECT TO VARIATION BASED ON
ON -SITE FRAMING & CABINET
MANUFACTURER & MAY VARY FROM c
DRAWINGS. u
• CABINET SUPPLIER TO VERIFY ACTUAL
THICKNESS OF SELECTED SLAB ¢
COUNTERTOPS IN RELATION TO CABINET E
HEIGHTS, ADJUST AS NEEDED
(SELECTIONS MAY VARY FROM pp
DRAWINGS & SPECS) 7)
Lc.
• RECOMMENDATION: A CABINET Q
CONTROL SAMPLE SHOULD BE SEEN AND A
APPROVED BY CLIENT PRIOR TO CABINET w CO
ORDER m � 00
r.
d
DECKING • ALL NATURAL STONE (TILE & SLABS) CAN w N
VARY FROM SAMPLES USED IN THE A cn cn "d,
2 X 4 SLEEPER JOISTS DESIGN PROCESS. IT IS STRONGLY
RECOMMENDED THAT CLIENTS SEE AND
APPROVE ACTUAL SLABS PRIOR TO DATE:
80MM MEMBRANE & 1/4" LAYER FABRICATION. 12/21/2021
2 X 5/8" CDX • TILE LAYOUTS CAN VARY FROM
DRAWINGS BASED ON ON -SITE JOB NO.
11-7/8" DOUBLE RIM JOISTS CONDITIONS 417
TYP. GARAGE WALL • FIELD VERIFY ALL SHWR PLUMBING
1/2" DRYWALL HEIGHTS & BATHROOM ACCESSORY
LOCATIONS W/ HOMEOWNER PRIOR TO
INSTALLATION
PAGE REFERENCE:
0
N
0
1.0- SITE PLAN �
2.0- EXISTING/DEMO PLAN
3.0 - NEW GROUND LEVEL FLOOR PLAN
4.0 - NEW SECOND FLOOR PLAN vi
5.0 - EXTERIOR ELEVATIONS U Z
5.1 - SECTION CUT O
6.0 - ELECTRICAL PLAN W
� A
� w
W a
E--F
Ln
C 7 ON
o
� N
N
tx
O
w
A
w
z
cn
w
A
GARAGE WALL: SECTION CUT
SCALE: 1/2" = P-0"
V
z
0
V
W
v�
a
a
W
C.�
R6UB
Jan& 2022
CITY OF EDMONDS
Immi DEVELOPMENT SERVICES
DEPARTMENT
FIXED SCALE 1 TO 1 IN FT.
ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE & Sol
ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR
ARCHITECTURAL OR ENGINEERING USE.
z
WALL LEGEND r ,
ALL FINAL LIGHTING, OUTLET, AND DIMMER ?
LOCATIONS WILL BE FIELD VERIFIED DURING THE Z
ELECTRICAL WALK THROUGH WITH HOMEOWNER, W Q
DESIGNER AND ELECTRICIAN NEW FRAMED WALLS Q a
EXISTING WALLS I
ELECTRICAL LIGHTING LEGEND �_________� REMOVE EXISTING V O
(E) EXISTING
RECESSED CAN LIGHT FIXTURE, SEE SPECS (R/R) REMOVE (E) & REPLACE
W/NEW �
WP FOR FIXTURE DETAILS 1 L
PS PHOTO -SENOR LIGHT (EXTERIOR) + PENDANT LIGHT FIXTURE Li
AQ 110 VOLT DUPLEX RECEPTACLE P
CEILING -MOUNTED LIGHT FIXTURE
220 VOLT DUPLEX RECEPTACLE 1 INTERIOR NOTES
I�} WALL -MOUNTED LIGHT FIXTURE
SWITCH
Q LOW -VOLTAGE "HOCKEY PUCK" LIGHT
D SWITCH WITH DIMMER
EXTERIOR FLOOD -LIGHT • DIMENSIONS FROM FINISHED DRYWALL TO
THREE-WAY SWITCH FINISHED DRYWALL, UNLESS NOTED
FLUORESCENT CEILING -MOUNTED LIGHT OTHERWISE
4
FOUR-WAY SWITCH • ALL DRAWINGS & NOTES
SINGLE DUPLEX FLOOR RECEPTACLE CROSS-REFERENCE EACH OTHER. SEE
SWITCH ON TIMER
I T SPECIFICATION
PRODUCT IADDITIONAL
INFORMATION.
SMOKE/CARBON MONOXIDE DETECTOR
CCCO00 •CABINET DETAILS &DIMENSIONS ARE
SUBJECT TO VARIATION BASED ON
ON -SITE FRAMING & CABINET
MANUFACTURER & MAY VARY FROM c
DRAWINGS. u
• CABINET SUPPLIER TO VERIFY ACTUAL
THICKNESS OF SELECTED SLAB ¢
COUNTERTOPS IN RELATION TO CABINET E
HEIGHTS, ADJUST AS NEEDED
SEEN (SELECTIONS MAY VARY FROM pp
DRAWINGS & SPECS)
HEAT DETECTOR REQUIRED IN;
; w �;
• RECOMMENDATION: A CABINET 0.1
THIS LOCATION.ON
CONTROL SAMPLE SHOULD BE SEEN AND A
APPROVED BY CLIENT PRIOR TO CABINET W 00
ORDER 00
z
d:
HARDWIRED TO REST OF HOUSE ALL NATURAL STONE (TILE & SLABS) CAN A y y N
SYSTEM PER 2018IRC R314.4 VARY FROM SAMPLES USED IN THE (n V) d'
DESIGN PROCESS. IT IS STRONGLY
RECOMMENDED THAT CLIENTS SEE AND
APPROVE ACTUAL SLABS PRIOR TO DATE:
FABRICATION. 12/21/2021
• TILE LAYOUTS CAN VARY FROM
DRAWINGS BASED ON ON -SITE JOB NO.
CONDITIONS 417
• FIELD VERIFY ALL SHWR PLUMBING
HEIGHTS & BATHROOM ACCESSORY
LOCATIONS W/ HOMEOWNER PRIOR TO
INSTALLATION
PAGE REFERENCE:
0
N
0
1.0- SITE PLAN �
® 2.0- EXISTING/DEMO PLAN d
/ 3.0 - NEW GROUND LEVEL FLOOR PLAN
4.0 - NEW SECOND FLOOR PLAN vi
/ 5.- EXTERIOR ELEVATIONS U z
5.1 -SECTION CUT O
6.0 - ELECTRICAL PLAN W
W a
rx x
CERAMIC LIGHT F'
Ln
BULB
C.7 0N
o
� N
N
0
w
A
w
POWER TO 2GARAGE DOOR
in
W
A
OWER F R ELECTRIC CAR
LIGHT SENSORED LIGHT SENSORE
V
F--
U
W
W
W
RESUB
Jan 20 2022
ELECTRICAL PLAN
NDEVELOPMENT
CITY OF EDMONDS
SCALE: 1/4" = 1'-0" FIXED SCALE 1 TO 1 IN FT. DEVE ODEPARTMENTENTSERVICES
6mO
ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE &
ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR
ARCHITECTURAL OR ENGINEERING USE.