APPROVED ENG BLD PLN BLD2020-0468 REVISED PLANS (DECK)EXISTING TREE
TO REMAIN, TYP.
P.L. 140.0'
-71 611 SIDE YARD \ \ �'XIS
SETBACK \ D \ I q -0 A i WATER
+3695 HT CALL. \ ----------------------- +365.5' HT ALC/ I CONECTION \
APPROX.
24-�- �-LOCATION
--�-1--1 - - -F - -
-/-- e-� :
- - - - - - T---
\
77
EXISTING SEWER
CONECTI ON I
O i \ APPROX.
7q 1_q II \\ 1 - I 1 \\ LOCATION I PROPERTY /
i� 1 \ LINE /
I \ /
/ I\\\\\ I // // I I121_OII i / - XISTING
11
OUTL I NE I DATUM PT.+366/.5' I 5 (E) ALKWAY,
(� I I N I SH FLOOR EL�V. o DIS I O REMAIN
OF EXISTING
I \ DECK TO I SASo IE I STI NG MAIN iz
'/EL
1 / I BE REMOVED FOR H6HT
O I / FILTER FABRIC, FENCE x l =
O 1 I I / 2' MIN HEIGHT SECUREDOFF CALCULTION =, L --- --- I _
/ TO 2"X2" 146A. WIRE FABRIC I I L (HT. (ALG.) -71
_51, 1 I Q
0. I EQUAL, TYP. PER I I I / I1-5„ 6,_ „ O
G I TY OF EDMONDS I I / 231-011
STANDARD DETAIL ER-QOO I I 1 - NEN FJX I ST I NG
DEGK SIN LE FAMILY 11 A-
I� o I
1 RSEETAB/ �4/YGAK R/ / I *m 1I . I f HOUSE =�i 25
STOCKPILE AREA TO 23q06 NUMBERLN F ON -TO YAR
D
BE GO\/ERED WITHIN U-)
24 HOURS S TBAGK
�
STOCKPILE I 1 I 131_II11 121_111
AREA I 1 ; I O(E)
I
\ I ALL DISTURBED
SOILS WILL BE I I / I o Q1_Ci q 1 I I
h COMPOST AMENDED I
PER 20I4 SWMMWW I I DS 1
\ I BMP T.5.I3 - - / ! -1.V Sr- MUDROOM
H±
I I ,1 d Et4CLOSURE
I —1 -- 34 z 1 1
T`\�� II'4II" 1 „EXISTING
i I 3"' -O
I I CONCRETE
DRIVE
\ ::7-f 4-, I TO REMAIN
I NSTA�L AND MA I NTA I N ALL TESL i' I
MEASURES A�GGORD I NG TO APPROVED / I �� 1 BUILDING
/ i' I PLANS. C I T1' \OF EDMONDS STANDARD / 1 / I 1 SETBACK
\ �' / I DETA I LS, AND ALL OTHER MEASURES THAT / - - - r - II- - - I (E13
/ MAY BE REQUIRED DURING CONSTRUCTION./ I L--------------- ---------Z
--- +366.5' HT GALG.
— 1 I +LIHT G� C.I— DS
— — — — — — — — — — — — — —
OOF � '-6" (E) DOWNSPOUT
1 I „ SIDE YARD \ / OVERHANG TO REMAIN
SETBACK �� TO REMAIN, TYP. 1 NO CHANGE TO DRAINAGE
� I , / �
DISGHARGE,TYP.
P.L.140.0'
/ I �
PROPERTY \
LINE
i
/ �` J� NdRTH '
1 !J
11 = 11-011 CD r
EXISTING OVE
POWER CONK
APPROXIMATE
LOCATION,
VERIFY
PROJECT INFORMATION SLOPE HEIGHT CALCULATIONS
OWNER NAME: GREGORY & SUSIE WRIGHT LOT SLOPE = 2% - 18% (VARIES) A = +365.5'
B = +366.5'
SITE ADDRESS: 23406 HUMBER LN GRADING C = +362.5'
EDMONDS, WA 98020 D = +362.5'
NO PROPOSED GRADING
TAX ACCOUNT#: 00571300101300 AVERAGE GRADE = 364.25' o
PROPOSED BUILDING HEIGHT = 376.7' (NO CHANGE FROM EXISTING) N
ZONING: RS-8 MAXIMUM = 389.25'
BUILDING HEIGHT: 25'-0" MAX, NO CHANGE FROM EXISTING IMPERVIOUS AREA CALCULATIONS
LEGAL DISCRIPTION: SHERWOOD VILLAGE BILK 001 D-00 - TR 13 EXISTING HOUSE ROOF OUTLINE: 2,762 SF
EXISTING DECKS: 275 SF N
EXISTING DRIVEWAY & WALKWAYS: 958 SF
ZONING CALCULATIONS
LOT AREA: 13,939 SF
LOT COVERAGE: ALLOWABLE
35% OF 13,939 SF: 4,878 SF
EXISTING HOUSE: 2,147 SF
EXISTING DECK: 416 SF
EXISTING COVERAGE: 2,635 SF
PROPOSED COVERAGE: 18.9%
TOTAL EXISTING:
NEW DECK:
TOTAL NEW OR REPLACED:
3,995 SF
E::
NOTES:
- EXISTING 1
GAS
CONECTION 1
APPROX.
-LOCATION
4EAD
TION
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1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE
Approved for deck only
APPROVED BY PLANNI
1�4111'2�
Sep 20 2021
ENGINEERING DIVISION
APPROVED AS NOTED
MY Ul an,, t 09/27/2021
VV
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.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
PROPER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION BEFORE OTHER WORK CAN BEGIN
ACTIVITY.
(: ) FILTER FABR I G DETAIL-
STROBL
DESIGN LLC
Residential Design
P.O. BOX 20764
Seattle, WA 98102
Phone: (206) 661-3622
2358 REGISTERED
"rATE OF WASHINGTON
Flag
Proposed
25+
36.5/24.
5
68
12
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eri & Carter
BUILDING OFFICIAL
Sep 27 2021
APPROVED DATE
LEI
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BLD2020-0468
REVISIONS
BY
q/14/2021
JS
REVISION
Sep 16 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Date 5/4/2020
Scale I/85"
Drawn JS
Job
Sheet
F-
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----
0
O
L NEW WINDOW
O
NEW WINDOW J
EXISTING
EXISTING
LOCATION
LOCATION
PROPOSED MAIN FLOOR PLAN
PLAN NOTES
1.) ALL DIMENSIONS TO FAGS OF FRAMING.
2.) GC TO VERIFY LOCATION OF EXISTING
FRAMING AND HEADERS.
WALL TYPES:
EXISTING WALL TO REMAIN
NEW 2X6 WOOD STUD (9 16" O.G. WALLS WITH 1/2"
GYPSUM WALLBOARD ON INTERIOR SIDE INSULATION
PER COVER SHEET Al
EXISTING 2X4 WOOD STUD (9 16" O.G. WALLS
WITH 2X FURRING
1/2" GYPSUM WALLBOARD ON INTERIOR SIDE
INSULATION PER GOVER SHEET Al
NEW 2X4 WOOD STUD ® 16" O.G. WALLS WITH 1/2" GYPSUM
WALLBOARD ON EACH SIDE INSULATION PER COVER
SHEET Al
050 SMOKE DETEGTOR (HARD -WIRED W/ BATTERY BAGKUP)
061, CARBON MONOXIDE DETEGTOR
C EXHAUST FAN
1/4" = 1'-0"
2 "D I A. GONT. WOOD HANDRAIL
1-1/2" CLR. FROM WALL
5/4"
RISER, TYP
1-1 /4" TREAD,
TYP.
(2)-2X PT HEADER
W/LEDGER OR JOIST
HORS. FOR GARRIAGE
SUPPORT
2X12 STRINGERS
STAIR DETAIL III = I I-011
DOOR SCHEDULE
WIDTH X HEIGHT
018'-O" X T-O", OVERHEAD GARAGE DOOR, GLAZED, TEMP., 0.50 U-VALUE
WINDOW
WIDTH X
SCHEDULE
HE 1 GHT
12 6-0"
X
P I GTURE WINDOW, 0.30 U-VALUE
2 4'-8" X 6-8" PIVOT DOOR, GLAZED, TEMP., 0.30 U-VALUE
O
lO 4'-O"
X
1'-4",
AWNING WINDOW, 0.26 U-VALUE
13 5-4"
X
3'-q
", CASEMENT WINDOW, 0.50 U-VALUE
3 2-6 " X 6-a", I NSW I NO DOOR, GLAZED, TEMP., 0.50 U-VALUE
O
O2 5-10"
X
5-2
% P I GTURE/AWNING WINDOW, 0.26 U-VALUE
14 6-O"
X
3'-q
" RI GTURE/ EASEMENT WINDOW, 0.50 U-VALUE
4 2-6" X 6-8" I NSW I NO DOOR, GLAZED, TEMP., 0.50 U-VALUE
OT-2"
X
5-2",
PICTURE WINDOW, 0.26 U-VALUE
15 8'-O"
X
3'-cf
", PIGTURE/ CASEMENT WINDOW, 0.30 U-VALUE
O4 -7'-211
X
5'-211,
PIGTURE WINDOW, 0.26 U-VALUE
16 8'-O"
X
5'-0",
PIGTURE/ CASEMENT WINDOW, 0.30 U-VALUE,
EGRESS
DOOR NOTES:
1.) NEW DOORS TO BE INSULATED LOW E, ARGON GAS FILLED,
O5 5-10"
X
5-2
% P I GTURE/AWNING WINDOW, 0.26 U-VALUE
I -1 8'-O"
X
4'-0",
PICTURE/ CASEMENT WINDOW, 0.50 U-VALUE,
EGRESS
MINIMUM U-VALUE OF 0.50, $ NFRG GERT I F I ED, TYP.
2.) GONTRACTOR TO VERIFY ALL ROUGH OPENING
O4'-6"
X
3'-q"
CASEMENT WINDOW, TEMP., 0.26 U-VALUE,
FROSTED
18 5-O"
X
3'-6"
PIGTURE WINDOW, 0.50 U-VALUE
DIMENSIONS W/MANUFACTURER PRIOR TO FRAMING.
O 4'-6"
X
3'-q"
CASEMENT WINDOW, TEMP., 0.26 U-VALUE,
FROSTED
IQ 8'-O"
X
4'-0",
PIGTURE/ CASEMENT WINDOW, 0.30 U-VALUE,
EGRESS
ROOF VENTILATION CALCULATION:
PROVIDED BY 2" CONTINUOUS METAL VENT
O 8'-O"
X
3'-q",
PIGTURE/CASEMENT WINDOW, 0.26
U-VALUE, EGRESS
20 5-0"
X
3'-6",
PIGTURE WINDOW, 0.30 U-VALUE
CONTINUOUS RIDGE VENT TYPICAL
R806.2 MINIMUM VENT AREA. THE MINIMUM NET FREE
O 2'-0"
X
2-O",
PIGTURE WINDOW, 0.26 U-VALUE
VENTILATION AREA SHALL BE 1/150 OF THE AREA
WINDOW
NOTES:
OF THE VENTED SPAGE.
10 2'-0"
X
2'-0",
PIGTURE WINDOW, 0.26 U-VALUE
1.)
NEW WINDOWS TO BE INSULATED LOW E, ARGON OAS FILLED,
ATTIC, AREA: = 1,664 SF (146 LINIAL FEET)
MINIMUM
U-VALUE
OF 0.30, � NFRG CERTIFIED, TYP.
TOTAL ATTIC AREA = 1,664 SF/150 = 11.1 SF REOU I RED
I I 2'-0"
X
2'-0",
PICTURE WINDOW, 0.26 U-VALUE
2.)
GONTRAGTOR TO VERIFY ALL ROUGH OPENING
TOTAL VENT AREA PROVIDED
DIMENSIONS
W/MANUFACTURER PRIOR TO FRAMING.
= (146 L I N I AL FEET X 2' )/12 = 24.35 SF PROVIDED
STROBL
DESIGN LLC
Residential Design
P.O. BOX 20764
Seattle, WA 98102
Phone: (206) 661-3622
�12358 REGISTERED
V lIVVV /"1 V I I IVVV
" TATE OF WASHINGTON
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eris. Ga iew
BUILDING OFFICIAL
Sep 27 2021
APPROVED DATE
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BLD2020-0468
REVISIONS
BY
q/1412021
JS
REVISIO
Sep 16 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Date 5/4/2020
Scale 1/4" = 1'-0"
Drawn JS
Job
Sheet
(:D PROPOSED BASEMENT FLOOR PLAN V4" _ 11-011
PLAN NOTES
1.) ALL DIMENSIONS TO FAGS OF FRAM I NO.
2.) GG TO VERIFY LOGATION OF EXISTING
FRAMING AND HEADERS.
ViALL TYPES:
EXISTING WALL TO REMAIN
NEW 2X6 WOOD STUD (9 16" O.G. WALLS WITH 1/2"
GYPSUM WALLBOARD ON INTERIOR SIDE INSULATION
PER COVER SHEET Al
EXISTING 2X4 WOOD STUD (9 16" O.G. WALLS
WITH 2X FURRING
1/2" GYPSUM WALLBOARD ON INTERIOR SIDE
INSULATION PER GOVER SHEET Al
NEW 2X4 WOOD STUD 9 16" O.G. WALLS WITH 1/2" GYPSUM
WALLBOARD ON EACH SIDE INSULATION PER GOVER
SHEET Al
05D SMOKE DETEGTOR (HARD -WIRED iN/ BATTERY BAGKUP)
q,,MD GARBON MONOXIDE DETEGTOR
Q EXHAUST FAN
STROBL
DESIGN LLC
Residential Design
P.O. BOX 20764
Seattle, WA 98102
Phone: (206) 661-3622
`123581 RFrIRTFRFD
JHIiVCf H � I I'SVCSL
TATE OF WASHINGTON
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eris, Garter
BUILDINU OFFICIAL
Sep 27 2021
APPROVED DATE
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BLD2020-0468
REVISIONS
BY
q/1412021
JS
REVISIO
Sep 16 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Date 5/4/2020
Scale 1/4" = 1'-0"
Drawn JS
Job
Sheet
E3'-O" 5q. x 10" dp. FT6
W/(4)#4 E.W. TOP $ BOT.
(T T'P. U.N.O.)
I I I I I I
I I I I I I
❑ i i ❑ i ❑
I I I I I I
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&'-6 "x3'-O"x 10"dp. FT6
W/#4 ® 8" O.G. TOP � BOT.
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NORTH
IC)
FOUNDATION. PLAN 1/4" = 11.0" LEGEND
(N) NEW
FOUNDATION PLAN NOTES:
1. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. (E) EXISTING
2. DO NOT SCALE DRAWINGS. DIMENSIONS SHOWN ON PLAN ARE FOR REFERENCE ONLY.
REFER TO ARCHITECTURAL DRAWINGS FOR FINAL FOUNDATION DIMENSIONS. (E) CONCRETE FOUNDATION
3. THE BOTTOM OF ALL NEW EXTERIOR FOOTINGS SHALL BE 18" MINIMUM
BELOW GRADE. C = STRUCTURAL WOOD WALL ABOVE
[ _ ] (N) CONCRETE FOOTING
I--------------------------------------------------------------- - - - --
,
;Footing to be a minimum of 12" below
'grade.
I
------------------------------------------------------------------
STROBL
DESIGN LLC
Residential Design
P.O. BOX 20764
Seattle, WA 98102
Phone: (206) 661-3622
jC
WAS
x
42141
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eris. Ga iew
BUILDING OFFICIAL
Sep 27 2021
APPROVED DATE
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BLD2020-0468
REVISIONS
BY
6/22/2021
JS
ci/14/2021
hS
REVISION
Sep 16 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Date 5/4/2020
Scale 1/4" = 1'-0"
Drawn JS
Job
Sheet
S2ml
O
HUGTF \
PT 2x12 5TRINGER
ATTAGH TO DECK BEAM
1N/ HUGTF HANGER
E31 IL�HUGTi
HUGTF T
m
HUG
\XT/
0
EXISTING
GONGRETE
SLAB ON
GRADE
FLOOR FRAMING PLAN
FLOOR PLAN NOTES:
-- BI -- --
/ PT 2x12—
/>\\ 16" O.G.
5/53.2
F
cu U
-- -- BI — -- -- --
BI
HUGTF
/
/
/
/ � 4
/
/ I
/
/ �m
FULL DEPTH 2x
BLOCK I NO, TYP.
/ \ /
A\/ HUG
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OGLE 3-1=9
HDR
CONTRACTOR TO CONTRACTOR TO
VERIFY (E) (2)2x10 VERIFY (E) (2)2x6
HDR (MIN.) HDR (MIN.)
1/411 = 11_011
1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.
2. TYPICAL DECK FRAMING CONSISTS OF DECKING PER ARCH SPANNING
OVER FRAMING PER PLAN. NAIL DECKING TO EACH JOIST WITH (2) 8d
3. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
(0
16++�
0P �1 ��� (N)OLB 52 X C1
(E) (5) 2 x I O
1
OPEN
W � �
/ (E)Z771 - — - — - \-
R JOISTS
(N)OLB 5� X 15 oS�6
(E) FLOOR JOISTS
(E) FLOOR JOISTS W
—------------
vv I
LL
L— — — — — — —
NORTH
LE6END
(N) NEW
(E) EXISTING
0 (E) CONCRETE WALL BELOW
[ = ] STRUCTURAL WOOD WALL ABOVE
B1 (N) GLB 3-1/8x12
a(N) PT6x6 POST W/ CCQ/ECCQ CAP & MPB66Z BASE
Hardware and fasteners in contact with ■
preservative -treated wood shall be of I
hot -dipped zinc galvanized steel, ■
stainless steel, silicon bronze or copper. I
In the absence of manufacturer's
recommendations a minimum of ASTM A 653 I
type G185 zinc -coated galvanized steel, or
equivalent, shall be used.
I RC R317.3.1 IBC 2304.10.5.1
STROBL
DESIGN LLC
Residential Design
P.O. BOX 20764
Seattle, WA 98102
Phone: (206) 661-3622
agn
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WAs�,d
x
42141
�Cq
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eri & Garter
BUILDING OFFICIAL
Sep 27 2021
APPROVED DATE
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BLD2020-0468
REVISIONS
BY
(9/22/2021
JS
Q/14/2021
JS
REVISION
Sep 16 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Date 5/4/2020
Scale 1/4" = 1'-0"
Drawn JS
Job
Sheet
S2m2
(E) WAL
LUS SERI1
DECKIN6
P.T. DE
P.T. 2x12--- -1-I - 1 1/
(2) 5/8'I D I A. EXP. BOLTS
9 16" O/C (EMBED 4")
S
Exterior Wall At Deck
Framing Detail
Plan View
MCI
L/ V"/ I Y V I\ L 1 L
FOUNDATION
(E)WALL
FRAMING
LUS SERIES -----
HAN6ER
DECKING
PER ARGH
P.T. DECK JOISTS
PER PLAN
P.T. 2x12 LEDGER W/
(2) 1/4" DIA. x 3:12" SDS
SCREWS (g 16" O.G.
Deck Framing Detail
(E) RIM JOIST
(E) FLOOR
FRAM I N6
HDR PER PLAN
(where occurs)
DECK GUARDRAIL
PER ARCH
BEAM PER PLAN
(2)1/2"0 HDG BOIL
EA. GUARDRAIL F
POST PER PLAN
AC/LCE CAPS
Typical Deck w/ Guardrail Detail
2 EA. GUARDRAIL
T
KING PER ARCH.
K JOISTS PER PLAN
HANGER
DECK GUARDRAIL
PER ARCH
BEAM PER PLAN
(2)1/2"0 HDG BOL
EA. GUARDRAIL F
POST PER PLAN
AC/LCE CAPS
Typical Deck w/ Guardrail Detail
ING PER ARCH.
JOISTS PER
EA. GUARDRAIL
AYS FULL -DEPTH
_KG. W/ A35 EA.
DF EA. BLOCK
3/411 = 1'-0" \J 3/4" = 11-0" \/ 3/4" = 11-0" ` I / 5/4" = 11-0"
ATTACH 2x BLOCKING TO
JOISTS W. (2)15d
TOENAILS EA END
JOISTS PER PLAN
2x FULL -DEPTH SWAY
BLOCKING
(2) BAYS 2x BLKG. EA.
SIDE OF SWAY BLKG.
W1 (2)16d 0 6'ac
BLKG TO BEAM
LEDGER PER PLAN
3/4" = I'-0"
SLOPE
TO GN
FIN OR
Foundation Detail
1'-4"sq PLINTH W/
(e)#4 x L VERL &
#3 x 9 Yoc
? PLAN
BASE (embed
x plinth)
,,,,,,,,,., SIZE & ,
REINF, PER PLAN
3/4" = 1 I-0"
STROBL
DESIGN LLC
Residential Design
P.O. BOX 20764
Seattle, WA 98102
Phone: (206) 661-3622
jC
WAS
x
42141
4710t�Aq,
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eris, GartP-+-
BUILDING OFFICIAL
Sep 27 2021
APPROVED DATE
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BLD2020-0468
REVISIONS
BY
Gf /14/2021
JS
REVISION
Sep 16 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Date 5/4/2020
Scale 1/4" = 1'-0"
Drawn JS
Job
She
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