SEE REV1 APPROVED ENG BLD PLN-BLD2021-0706+Architectural_Plan+5.21.2021_2.47.28_PM+2211010VICINITY MAP
SCALE: N.T.S.
PROJECT DESCRIPTION:
Convert Existing Attached Garage into Proposed Office and Mudroom.
Addition to Existing one story Residence (Master Suite).
Addition Area: 359.00 SF
All work shall comply with the Building Code, latest edition, Energy and Ventilation
Codes, and all other applicable codes. Mechanical and Electrical work shall be by
of any discrepancies before commencing work. Do not scale drawings. No work
3. shall begin prior to permit issuance, including ordering of materials. The approved
building permit set shall be the construction set.
No deviations from these documents should be made without written approval from
the drafter. Any changes could compromise the structural integrity of the project.
4. The Contractor shall obtain all permits required for work in the public right-of-way,
and shall comply with all City of Edmonds regulations regarding such work.
5. Location of existing utilities should be considered approximate. The Contractor is
responsible for verifying the accuracy of all utility locations, and to further discover
and avoid any other utilities not shown which may be affected by the Work.
OWNER
STREET ADDRESS
PARCEL NUMBER
ZONING
N
City of Edmonds has adopted the
N • following codes:
2018 International Residential Code
12018 Uniform Plumbing Code
'
■ I
2018 WSEC .
■
PROPERTY INFORMATION
FORD DANIEL MORGANWATELYN MARIE
22422 96TH AVE W , EDMONDS, WA 98020-4530
00559000200800
RS-8
ADDITION SQFT 359
FRONT SETBACK 25
SIDE SETBACK 7-1/2
REAR SETBACK 15
LEGAL DESCRIPTION
ROBERT E THOMAS ADD NO 04 BILK 002 D-00 - LOT 8
City Of Edmonds
Building Department
------ -------------
Work ADDITION / REMODEL
------------------------------------------------
-----------------------------------------------
Address 22422 96TH AVE W
----------------------------------------------
Owner FORD
Approved Date 06/29/2021-------------
Building Official te-,A11'r glooWi ipal
--------- ------------
Permit Number; BLD2021-0706
Install all equipment and hardware per
manufacturers specification. Have ALL
manufacturers instruction and documentation
on site for inspector at time of inspection.
APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED BY PLANNING
Jul 06 2021
ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER
CITY OF EDMONDS STANDARD DETAIL SD-642 OR
APPROVED EQUAL EXCEPT ON SLOPES 33% OR GREATER.
ADD GUTTERS/DOWNSPOUTS
AND SPLASHBLOCKS
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
ENGINEERING DIVISION
APPROVED AS NOTED
07/06/2021
r
DRAWING INDEX
P No.
SHEET
DESCRIPTION
COVER SHEET
SITE PLAN
1
A0.0
2
Al
3
A1.0
AS -BUILT FLOOR PLANS
4
A2.0
PROPOSED FLOOR PLANS
5
A2.1
PROPOSED ELEVATIONS
6
A2.2
WINDOW SCHEDULE & DETAILS
7
A2.3
FOUNDATION PLAN
BLD2021-0706
RECEIVED
May 25 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DATE: 05-19-21
REVISIONS:
Mark Date
Drawn by:
Construction Company:
PAGE No: 1-7
Project Name:
SHEET:
Arkitech Drafting Studio
FORD DANIEL MORGAN\KATELYN MARIE
P: 425-240-3370
5403 86th PL NE Unit 1,
COVER SHEET
22422 96TH AVE W , EDMONDS, WA 98020-4530 PARCEL #: 00559000200800
Marysville, WA 98270
AOOO
arkltech.draftingstudlo@gmall.com
SITE
VICINITY MAP
SCALE: N.T.S.
HEIGHT CALCS
POINTS
CALCS
A: 392'
392 + 391 + 391 + 392 = 1566 = 391.50
B: 391'
Average
C: 391'
4 4 Grade Level
D: 392'
NOTE: EXISTING TREES TO BE RETAINED
OWNER
STREET ADDRESS
PARCEL NUMBER
ZONING
ADDITION SQFT
FRONT SETBACK
SIDE SETBACK
REAR SETBACK
N
v W
U
Z -
W
LL
+3 PROPERTY LINE 109.00' w
6'-0" 4'-011 41'-0"
� SID ETBACK 7.50' D PROPOSED 17'-0" 24'-0"
^-
EXISTING SHED
80.00 SF
►ram
(D
o'
W '
z_ '
J '
W '
a_ '
0?
EXISTING
DETACHED GARAGE
564.00 SF
+392
PROPERTY INFORMATION
FORD DANIEL MORGAN\KATELYN MARIE LEGAL DESCRIPTION
22422 96TH AVE W, EDMONDS, WA 98020-4530 ROBERT E THOMAS ADD NO 04 BLK 002 D-00 - LOT 8
00559000200800
RS-8
359
25
7-1/2
15
6-0"
I
I
I
11
I�
coO PROPOSED
LADDITION
W 359.00 SF
� I
PROPOSED
COVERED DECK - - -
237.00 SF
EXISTING
COVERED DECK
DEMO
q 320.00 SF
I ,
I
1
I
1
1
1
I
�
1
1
111
1
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1,
11 I I I
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UTILITY -EASEMENT II I
' 16'-6"
I I-
EXISTING
RESIDENCE ���
1 STORY CO '
H
948.00 SF W
1
1
I
I
1
I 1
EXISTING I�
ATTACHED
GARAGE
242.00 SF 11
I
1
r
- ---------------
SIDE SETBACK 7 50'
0
ti
.................................................................�..\..............................
PROPERTY LINE 109.00' �!
I
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1
1
IMPERVIOUS SURFACE CALCS
Exist. Building Roof Outline:
948.00 SF (constr. in 1955)
Exist. Attached Garage:
242.00 SF
Exist. Covered Deck: DEMO
320.00 SF
Exist. Shed:
80.00 SF
Exist. Detached Garage:
564.00 SF
Exist. Driveway:
1800.00 SF
TOTAL EXISTING
3954.00 SF
Proposed Deck:
237.00 SF
Proposed Addition:
359.00 SF
TOTAL PROPOSED
4230.00 SF
F-m I
+391 L� \
----------- I 1�
II Iv
I \
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II I
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W �, EXIST. DRIVEWAY
_ - 1800.00 SF
(D P1 II
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----------------1------------ ---
,I
1,
392
1
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.................... F-m
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IMPERVIOUS SURFACE
EXIST. IMPERVIOUS SURFACE:
3954.00 SF (50.42%)
LOT AREA:
7840.80 S F
PROPOSED IMPERVIOUS SURFACE:
4230.00 SF (53.94%)
LOT AREA:
7840.80 S F
\ �F■W
L.J
' 0
1
LEGEND
PROPOSED
DEMO
EXIST. WOOD FENCE 4'
X
---
WATER
-
SEWER
STORM DRAINAGE
SITE PLAN
SCALE: 1" = 10'
0 5 10 15 20FT
GRAPHIC SCALE
STRUCTURE LOT COVERAGE (MAX
ALLOWED 35%)
Exist. Building Roof Outline:
948.00 SF
Exist. Attached Garage:
242.00 SF
Exist. Covered Deck: DEMO
320.00 SF
Exist. Shed:
80.00 SF
Exist. Detached Garage:
564.00 SF
TOTAL EXISTING
2154.00 SF
Proposed Covered Deck:
237.00 SF
Proposed Addition:
359.00 SF
TOTAL PROPOSED
2430.00 SF
N
LOT COVERAGE
I
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1
1
I
1
1
1
1
1
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1
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1
1
1
1
1
1
1
390
1
1
1
1
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'll
1
1
1
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1
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1
1
1
1
1
1
1
1
1'1
II
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1
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II
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II
EXIST. LOT COVERAGE:
2154.00 SF (27.47%)
LOT AREA:
7840.80 SF
PROPOSED LOT COVERAGE:
2430.00 SF (30.99%)
LOT AREA:
7840.80 SF
DATE: 05-19-21
REVISIONS:
Mark Date
Drawn by:
Construction Company:
I
PAGE No: 2-7
Project Name:
SHEET:
Arkitech Drafting Studio
FORD DANIEL MORGAN\KATELYN MARIE
P: 425-240-3370
5403 86th PL NE Unit 1
RECEIVED
I
,
BLD2021_0706 y Ma 25 2021
SITE PLAN
22422 96TH AVE W EDMONDS WA 98020-4530 PARCEL #: 00559000200800
Marysville WA 98270
'
CILOPM ETSERVI
DEVELOPMENT SERVICES
DEPARTMENT
Al
arkitech.draftingstudio@gmail.corr;
6vza
N AS -BUILT MAIN LEVEL FLOOR PLAN
SCALE: 1 /4"=1'-0" II
0 1 2 3 4FT
GRAPHIC SCALE
BUILDING AREA - MAIN LEVEL
Main Level
948.00 SF
Exist. Deck
320.00 SF
Exist. Attached Garage
242.00 SF
AS -BUILT NORTH ELEVATION
SCALE: 1 /4"=1'-0"
0 1 2 3 4FT
GRAPHIC SCALE
AS -BUILT WEST ELEVATION
SCALE: 1/4"=1'-0"
0 1 2 3 4FT
GRAPHIC SCALE
AS -BUILT EAST ELEVATION
GRAPHIC SCALE
AS -BUILT SOUTH ELEVATION
SCALE: 1 /4"=1 '-0"
0 1 2 3 4FT
GRAPHIC SCALE
DATE: 05-19-21
REVISIONS:
Mark Date
Drawn by:
Construction Company:
PAGE No: 3-7
Project Name:
SHEET:
Arkitech Drafting Studio
RECEIVED
FORD DANIEL MORGAN\KATELYN MARIE
P: 425-240-3370
5403 86th PL NE Unit 1
BLD2021-0706 MaYOF D OND 1
AS_ BUILT FLOOR PLANS
22422 96TH AVE W EDMONDS, WA 98020-4530 PARCEL #: 00559000200800
,
Marysville, WA 98270
DEVELOPMENT SERVICES
DEPARTMENT
AS -BUILT ELEVATIONS
,
arkitech.draftingstudio@gmail.com
•
52'-0"
0
C"I
CV
25'-10 1 /2"
I KITCHEN RANGE HOODS ARE REQUIRED IN
■ALL DOMESTIC KITCHENS. HOODS CAPABLEi
OF EXHAUSTING MORE THAN 400 CFM
■ REQUIRE MAKE UP AIR. IRC M1503
00
Cw7
M
o
PROPOSED
LAUNDRY ' I
I
108
I
(T-6" CLG.)
9'-5" x 5'-10"
I
I
rFD
n:
W
PANTRY
BENCH
®100 CFM
V.T.O.S
2068
@
r----------------
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I
50 CFM
V.T.O.S
00
EXIST `
\
WATER I
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p
PROPOSED
iv
OFFICE
OCO)
'a. x
o
100
a
0
(T_6" CLG.)
d
i
1 T-4" x 8'-6"
J
J
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wa
PROPOSED SL
4041
O
PROPOSED MAIN LEVEL FLOOR PLAN
REF.
I
S.L. ABOVE
r-------
:*�
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I;
PROPOSED BATH
109
(T-6" CLG.)
4'-6" x 4'-2"
�i SCALE:1/4"=1'-0" FZIZZA
0 1 2 3 4FT
GRAPHIC SCALE
WALLS LEGEND
EXISTING
------- DEMO
NEW WALLS
LEGEND
O
SMOKE DETECTOR
@
CARBON MONOXIDE DETECTOR
®
EXHAUST FAN
BUILDING AREA - MAIN LEVEL
Main Level
948.00 SF
Deck
324.00 SF
Exist. Attached Garage
242.00 SF
Proposed Master Suite
274.00 SF
Proposed Dining Addition
85.00 SF
/2021
r
I
i
EXISTING
DECK
107
12'-6" x T-10"
r.-------�
I'. it
I •: i I
W
as
I I
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I I
O
J
U)
I I
I I
I I
•:
I r I
S.L. ABOVE O
EXISTING SL
2'-10" x 2'-10"
VAULTED EXISTING
KITCHEN
F 102
S.L. ABOVE
S.L. ABOVE
r-------� X -
I •: i t
r------
I •: i t
I I
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PROPOSED I I
I I
ISLAND
9'-0" x 3'-0" j `.
I{ •: I
I r *. I
W
as
O]
W
as
O]
VAULTED EXISTING a
LIVING
101
17'-6" x 12'-7"
EXISTING SL
7341
10'-0"
16'-1 1 /2"
0
w
8068 SLIDER
00
O a
0 N
a
VAULTED PROPOSED
MASTER BEDROOM
105
16'-6" x 10'-2"
O
6068 SLIDER
VAULTED
EXISTING
DINING
103
16'-6" x 9'-6"
Ir �
EXIST.
FURNACEII
L J
2068
EXIST.
CLOSET
2'-7" x 2'4"
co
0
co
EXIST.
CLOSET
T-6" x 2'-4"
2868
MINI -SPLIT
OUTDOOR UNIT
O PROPOSED
4618
SHOWER
6-0" x 4'-9"
----------- --:.,
.......... ........... -I
a
V2
I
I
50 CFM
V.T.O.S
CF
W
r----�
o13-0
i
b
L----J
W
N
a
IJI
00
CD
00
N
3068
PROPOSED
MASTER BATH _
0
109
(T-6" CLG.) 0
16'-6" x 4'-9" LD
CO
0
0-
0
00 I o
0co
00 I /.,"
00 , PROPOSED
MASTER W.I.0
I I 108
----� - / I (T-6" CLG.)
L - - - - - - - - - i 6'7"x5'-10"
00 v w o
00 lo1`" I
- N I(L
2068 1 J '
N
00
I
EXIST. BATH N
C
104LU
C o
7' 6" CLG. O
I
8'-0" x 6-0" a.
I N
n. iz
00
PROPOSED CLOSET
0p
4'-10" x 1'-6" 00
IIIIIIIIII'III
X Lu
N N
5068 BI-PASS
EXISTING EXISTING
BEDROOM #3 BEDROOM #2
071106
(T-6" CLG.) (T-6" CLG.)
11'-2" x 9'-0" 10'-2" x 9'-4"
EXISTING SL J EXISTING SL
5-10" x 2'-10" 5'-10" x 2'-10"
-------------------------------------------------------------------------
ENERGY CODE
TABLE 406.2
OPT
DESCRIPTION
FITS
1a
U-0.30 WINDOWS
0.5
3d
DUCTLESS HEAT PUMP
1.0
1b
EFFICIENT BUILDING ENVELOPE 1b:
1.0
Prescriptive compliance is based on Table R402.1.1 with the following
modifications:
Fenestration U .= 0.25
Wall R-21 plus R-4
Floor R-38
Basement wall R-21 int plus R-5 ci
Slab on grade R-10 perimeter and under entire slab
Below grade slab R-10 perimeter and under entire slab
or
Compliance based on Section R402.1.4: Reduce the Total UA by 15%.
TOTAL
2.5
■ New smoke detectors and CO detectors must ■
iinterconnect with existing detectors in the home. I
In accordance with IRC 2018 R314.2.2 ■
■ ■ ■ ■ ■ ■ ■
I
■
PLAN NOTES
O
WALLS: 2 X 6 @16" O.C. WALL NON FACED R-21 INSUL.
O
FLOOR INSUL.: R-30
INTERCONNECTION:
SMOKE DETECTORS SHALL BE INTERCONNECTED OR SHALL BE LISTED WIRELESS
DETECTORS.
SD AND CMD SHALL RECEIVE PRIMARY POWER FROM BUILDING, AND WHERE PRIMARY
POWER IS INTERRUPTED, THEY SHALL RECEIVE POWER FROM A BATTERY.
O
WINDOWS: U-FACTOR: 0.30
EGRESS WINDOWS PER R310
EMERGENCY ESCAPE AND RESCUE OPENING SHALL HAVE A HEIGHT OF NOT MORE
THAN 44" MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR
OPENING EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MIN. NET
CLEAR OPENING OF 5.7 SOFT (5.0 S.F AT GRADE FLOOR) THE MIN. NET CLEAR
OPENING HEIGHT SHALL BE 24", THE MIN. NET CLEAR OPENING WIDTH SHALL BE
20", AND EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE OPERATIONAL
FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS OR SPECIAL
KNOWLEDGE.
o N A o S5
D.S. 2.
D.S.
I I
S3 S4
I I
CONTINUOUS GUTTER OVER 2 X FASCIA I I
BOARD PROVIDE DOWNSPOUTS PLACED IN
ACCORDANCE WITH MFRS. SPECS. AND CODES.
p I I I I
D.S.
N S.L.24"x48" ; I O.H.
I' W
I U)I I I I
0- W I I I I
O I I I I
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I I I I I I
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=---_--=---
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4 S.T. 14I S.T. 14" S.T. 14"
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' WS.T14ILL. ,,I
a II RIDGE
...................................................................................... .............................------...................................................................I.......................""'*..........T
C141 I
jj _iIW��L-L ---�LL-r1IL— — JCN UULrz�--- I a
rL—J Lt+L_j'II�S1 III
1
PROPOSED ROOF PLAN
�i SCALE:1/4"=V-0"
0 1 2 3 4FT
GRAPHIC SCALE
STRUCTURAL NOTES
s1
PROPOSED RIDGE BEAM - 6X14 GLULAM
s2
PROPOSED BEAM 3.5"X9"GLULAM STRAPPED TO THE WALL TOP PLATES ON EACH END WITH SIMPSON CS16 WITH 13" END LENGTHS
s3
PROPOSED HEADER - (3) 2X8
O
PROPOSED HEADER - (2) 2X6
s5
PROPOSED ROOF OVERHANG BEAM - 3.5"X9" GLULAM
ss
15/32" SHEATHING GRADE PANELS W/ 8d NAILS @ 6" O.C. OVER WALLS AND AT SUPPORTED PANEL EDGES, 12" O.C. FIELD
s7
ROOF STRUCTURAL NOTES:
A. SIMPSON H1, TYP EA JOIST & OUTLOOKER TO TOP PLATE
B. (2) 16d TOENAILS, EA JOIST TO TOP PLATE
C. FULL DEPTH EAVE BLOCKING, TYP ALL AROUND
ss
SHEAR WALL NOTES:
3/8" SHEATHING GRADE PANELS W/ 8d NAILS @ 6" O.C. AT PANEL EDGES, 12" O.C. FIELD, TYP EXT WALLS
S9
WALL NOTES:
A. SIMPSON A34 @ 24" O.C., TYP RIM JOIST TO SILL PLATE
B. 1/2" HDG AB @ 48" O.C., TYP SILL PL TO FTG. EMBED 6" INTO STEM WALL.
s10
ALL GLULAMS SHOULD BE GRADE 24F-V4 DF/DF, ALL STRUCTURAL LUMBER SHOULD BE DFL-2
KEEP EXISTING
COLLAR TIES
DATE: 05-19-21
REVISIONS:
Mark Date
Drawn by:
Construction Company:
PAGE No: 4-7
Project Name:
SHEET:
Arkitech Drafting Studio
FORD DANIEL MORGAN\KATELYN MARIE
P: 425-240-3370
5403 86th PL NE Unit 1
RECEIVED
BLD2021-0706 May 25 2021
PROPOSED FLOOR PLANS
22422 96TH AVE W , EDMONDS, WA 98020-4530 PARCEL #: 00559000200800
,
Marysville, WA 98270
CITY OF EDMONDS
DEVEDEPARTMENSERVICES
A200
studio arkitech.drafting mail.com
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TOP OF RIDGE
0
C14
T.O.P
WDW HDR HT
MAIN LEVEL F.F
AVERAGE GRADE
— -- -- -- -- -- -- -- -- —1-- --
2 --
12 1
= 4
m � \
(V
O
O
- - - - - - - - - - - -
A I
PROPOSED NORTH ELEVATION
SCALE: 1 /4"=1'-0" VxzzxzA
0 1 2 3 4FT
GRAPHIC SCALE
AVERAGE GRADE
PROPOSED SOUTH ELEVATION
TOP OF RIDGE
0
10
CV
T.O.P
WDW HDR HT -
- - MAIN LEVEL F.F
SCALE: 1 /4"=V-0"
0 1 2 3 4FT
GRAPHIC SCALE
12
=
c�
4
J
m
N
N
EXISTING
CLOSET
HALLWAY
BEDROOM#2
/-PROPOSED 6x14 GLULAM
OVER VAULTED CLG LIVING ROOM
COLLAR TIES DEMO
ALL BOTTOM CHORDS
OF EXISTING ROOF
PROPOSED
HALLWAY
EXISTING 2X6 RAFTERS
@ 24" O.C.
PROPOSED 2X12 RAFTERS SPRAY IN NON AIR -PERMEABLE
FOAM INSULATION R-30
@ 24" O.C. [SEE DETAIL B - A2.2
- -- - -- - -- - -- �_AL
PROPOSED
MASTER BEDROOM
-M
EXISTING CRAWL SPACE EXISTING CRAWL SPACE PROPOSED CRAWL SPACE
PROPOSED DOUBLE
2X8 P.T. BEAM
CROSS SECTION A PROPOSED 4X4 P.T. POST
SCALE: 1/4"=T-0" WITH 0 24" FOOTING PAD
0 1 2 3 4FT
GRAPHIC SCALE
4x10 GLULAM
W
W
J
U
ofDO
DATE: 05-19-21 REVISIONS:
Mark Date Project Name:
FORD DANIEL MORGAN\KATELYN
PROPOSED ELEVATIONS 22422 96TH AVE W , EDMONDS, WA 98020-4530
AVERAGE GRADE
PROPOSED EAST ELEVATION
SCALE: 1 /4"=1'-0"
0 1 2 3 4FT
GRAPHIC SCALE
AVERAGE GRADE
PROPOSED WEST ELEVATION
SCALE: 1 /4"=V-0"
0 1 2 3 4FT
GRAPHIC SCALE
SCALE: 1/4"=T-0" WIM WITH 0 24" FOOTING PAD
0 1 2 3 4FT
GRAPHIC SCALE
MARIE
PARCEL #:00559000200800
Drawn by:
Arkitech Drafting Studio
P: 425-240-3370
5403 86th P L NE Unit 1,
Marysville, WA 98270
arkitech.draftingstudio@gmail.com
Construction Company: PAGE No: 5-7
RECEIVED SHEET:
BLD2021-0706 May 25 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A2, 1
WINDOW SCHEDULE
TAG
LOCATION
COUNT
WIDTH
HEIGHT
EGRESS?
TEMPERED?
OBSCURE?
OPERATION
COMMENTS
LEVEL 1
A
OFFICE
1
5-10"
Z-10"
YES
NO
NO
SLIDER
EXISTING WINDOW
B
OFFICE
1
4'-0"
4'-1"
YES
NO
NO
SLIDER
C
BEDROOM /
HALLWAY
2
2'-11"
T-8"
YES
YES
NO
PIVOTING
D
MASTER
BEDROOM
1
8'-0"
6'-8"
YES
YES
NO
SLIDER
SLIDING DOORS
E
DINING
2
6'-0"
6'-8"
YES
YES
NO
SLIDER
SLIDING DOORS
F
MASTER BATH
1
5'-0"
1'-0"
NO
NO
NO
FIXED
E
MASTER BATH
1
4'-6"
1'-8"
NO
YES
YES
FIXED
2'-11"
5'-10" 4'-0"
� o
N
O
N
P.T. SILL PLATE
Lc�AND ANCHORS
2X6 WALL PER SHEAR WALL
R-21 INSUL. SCHEDULE
(2) - #5 CONT. °. •
--------------------------------- =-'--"
__GRADE _______ �.• . :.•,"� �
VARIES
V,
8" C.I.P WALL W/
#5 VERT. @16" O.C. \
@ CENTERLINE wo
#4 HORIZ. @12" O.C. o < R-30
wry
CD
m o z w 2X10 PRIME FIR
•.
NO 2 STRUCTURAL
:.yam @12" O.C.
(2) - #5 CONT. '
00 --
P
ry
J
EQ. EQ. 0
M
18" SEE flk o
STRUCTURAL NOTES
/ A1 TYPICAL FOUNDATION DETAIL
A2.2 SCALE:1"=1'-0"
CVTC15IA15
- SINGLE PLY ROOFING
- 1/2" PLYWOOD
- R-30 SPRAY FOAM BACK FILLED INSULATION
- FRAMING PER STRUCTURAL
DTYP. ROOF ASSEMBLY
SCALE: 1"=1'-0"
EXTERIOR
F_
co
CD
STARTER METAI
FLASHIN(
G.I. GUTTER
ON 2X8 FASCIA
- PAINT
- HARDI PANEL
- VAPOR BARRIER
- SHEATHING PER STRUCTURAL
- 2x6 FRAMING W/ R-21MIN BATT
- 5/8" GWB
- PAINT
TWOOD FRAMED EXT. WALL
SYCALE: 1"=1'-0"
EAVE DETAIL
SCALE: 1"=1'-0"
INTERIOR
8'-0" 6'-0" 5'-0 4'-6" CEILING LEVEL
co
CID
LO O
FLOOR LEVEL
J" O.C.
I04[e7
- PAINT
- 1/2" GWB
- (SHEATHING PER STRUCTURAL WHERE APPLIES)
- 2x4 FRAMING
- (SHEATHING PER STRUCTURAL WHERE APPLIES)
- 1/2" GWB
- PAINT
WOOD FRAMED INTERIOR WALL 2x4
[j,-D�TTYIP
SCALE: 1"=1'-0"
2X6 R-21 INSUL.
GARAGE FLOOR DETAIL
SCALE: 1"=1'-0"
R-5 RIGID INSULATION ON STEMWALLS
UP TO 9" EXPOSED HEIGHT.
2X FURRING ■ Fire -blocking is required in concealed
Ispaces. Please refer too 2018 IRC
R302.11 for specific requirements. I
3/4" PLYWOOD SUBFLOOR I
■
2X P.T. LUN�ER @ 24" O.C. MAX
RIP ED1O MATCH SLOPE OF SLAB,
MLVFPTH OF 1 1/2" TREAT CUT
WOOD PRESERVATIVE
? 14 2X FURR
EXISTING GARAGE CONCRETE SLAB
6MIL VAPOR BARRIER REQUIRED ON
TOP OF SLAB. LAP SPLICES 12" MIN.
AND RUN 6" MIN. UP TO SIDES.
61RI
EAVE DETAIL - PROPOSED ROOF
SCALE: V=1'4"
)TARTER METAL
LASHING
G.I. GUTTER
ON 2X12 FASCIA
5/8" GWB CEILING
gX FI IRRINr
RIDGE DETAIL - VAULTED ROOF
SCALE: V=1'-0"
__".GLULAM
RAFTER
M INSUL.
5/19/2021
DATE: 05-19-21
REVISIONS:
Mark Date
Drawn by:
Construction Company:
PAGE No: 6-7
Project Name:
SHEET:
Arkitech Drafting Studio
FORD DANIEL MORGAN\KATELYN MARIE
P: 425-240-3370
5403 86th PL NE Unit 1
BLD2021-0706 RECEIVED
May 2DMONDS
,
WINDOW SCHEDULE & DETAILS
22422 96TH AVE W , EDMONDS, WA 98020-4530 PARCEL #: 00559000200800
Marysville, WA 98270
CITY OFFE DS
DEVELDEPARTMENTOPMENT
A202
arkitech.draftin studio mail.com
g @g
0
M
1/2021
(E)
N FOUNDATION PLAN
SCALE: 1 /4"=1'-0"
0 1 2 3 4FT
GRAPHIC SCALE
26'-1 1191,
FDN SYMBOLS LEGEND
0 I CRAWL SPACE ACCESS
®I CRAWL SPACE VENT LOCATION 6X12 INCHES (2 VENTS)
PROPOSED DECK
PROPOSED
CRAWL SPACE
ACCESS
I CALCULATIONS FOR NUMBER OF VENTS REQUIRED I
REQUIREMENT BY BUILDING CODE:
1 sgft vent per 300 sgft living space.
New Structure dimensions are:
AREA: 359.00 sqft
Total new additional space 359.00
359.00 / 300 = 1.19 = rounded to 2
Based on requirements we need 2 sgft of total ventilation
Planned are 4 (6x12) inches vents evenly spaced across the
new foundation, which should meet with Building Code compliance.
CRAWLSPACE ACCESS
- EXTERIOR THROUGH THE FOUNDATION WALL
- GROUND OPENING 30" x 30"
- FOUNDATION WALL OPENING 18" x 24"
- EXTERIOR CRAWLSPACE ENCLOSING WALLS OF CEMENT
- EXTERIOR CRAWLSPACE COVER WEATHER PROOF WITH
SECURE LOCKING MECHANISM.
I PROPOSED FOUNDATION NOTES I
1. ANCHOR BOLTS-1/2"x10" AB @ 48" O.C. ON 3"X3"X3/8"
BEARING PLATE
2. FOUNDATION WALL 3 FEET TALL 8 INCHES
3. 6"x12" FOOTING (WITH REBAR)
4. FOOTING SHOULD HAVE 6" GRAVEL UNDERNEATH
5. CONCRETE FOR FOOTINGS SHALL CONFORM TO A 28DAY
STRENGTH OF F'C = 2500 PSI, SHALL CONTAIN NOT LESS
THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD
STRUCTURAL NOTES
s1
4X4 P.T. POST WITH 24" 0 COMPOSITE FOOTING PAD
s2
DOUBLE 2X8 BEAM (DFL2) / 4X4 P.T. POSTS @48" O.C.
s3
PROPOSED FOOTING TO BE MIN. 18" WIDE AND 18" MIN. BELOW FINISHED GRADE.
sa
ALL GLULAMS SHOULD BE GRADE 24F-V4 DF/DF, ALL STRUCTURAL LUMBER SHOULD BE DFL-2
1
+ Install per manufacturers
Specifications. Have all
manufacturer P
[documentation on site. P
�L�a i.•i.•i.•.i L�
DATE: 05-19-21
REVISIONS:
Mark Date
Drawn by.
Arkitech Drafting Studio
P: 425-240-3370
5403 86th PL NE Unit 1
Marysville, WA 98270
arkitech.draftingstudio@gmail.com
Construction Company:
RECEIVED
BLD2021-0706 May 25 2021
CILOPM ETSERVI
DEVELOPMENT SERVICES
DEPARTMENT
PAGE No: 7-7
Project Name:
FORD DANIEL MORGAN\KATELYN MARIE
FOUNDATION PLAN
SHEET:
A203
22422 96TH AVE W , EDMONDS, WA 98020-4530 PARCEL #: 00559000200800