REV 1 REVIEWED PLN BLD BLD2020-0866+Architectural_Plan+9.24.2021_4.24.09_PM+2428401WRITTEN DIMENSIONS ON TH15 DRAWIN6 SHALL HAVE PRECEDENCE OVER 50ALED DIMENSIONS.
CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. PERTAINING TO THE WORK
BEFORE PROGEEDIN6. THE OWNER MUST BE NOTIFIED OF ANY VARIATIONS FROM THE
DIMENSIONS AND/OR CONDITIONS SHOWN ON THESE DRAWIN65. ANY 51JGH VARIATION SHALL BE
RE50LVED BY THE OWNER PRIOR TO PROCEEDING WITH THE WORK, OR THE CONTRACTOR SHALL
ACCEPT FULL RESPON5I5ILITY FOR THE C05T TO RECTIFY SAME,
REVISION
THIS REVISION IS FOR THE
HEIGHT OF THE SFR.
1) NEW TRUSSES TO BE
INSTALLED AS PER LETTER
FROM STRUCTURAL ENGINEER
DATED 9/24/2021 STAMPED
AND SIGNED BY ANDREW
GAHAN
V I ]--=P:
ALL WOOD EXPOSED TO NEATHER
SHALL BE PRE55URE TREATED, PAINTED OR
CEDAR.
CAULK AND 5EAL ALL NINOON/DOOR
AND EXTERIOR ENVELOPE
PENETRATIONS.
GLAZING PER STATE ENERGY GODS.
5EPERATE PERMITS ARE REOU I RED
FOR FENCES, PLUMBING, MECHANICAL,
AND ELECTRICAL.
PROTECTION FROM DECAY IS REGiUIRED FOR ALL
HOOD SIDING AND NALL FRAMING LESS THAN
2" ABOVE CONCRETE STEPS, PORCH SLABS,
PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES
EXPOSED TO THE WEATHER
REFER TO ALL ELEVATIONS FOR
TYPICAL NOTES.
1. S.G. = 5AFETY GLASS
5H I NO NOTE
ALTERNAT I NO
EXPOSURE HORZ.
SI D I NO NHERE SHOWN
HARD IEPANEL SIDING
N/ I X2 AT SEAMS AND
2X2 PRE -MADE CORNERS
TYPICAL UNLESS NOTED
_ _ OTHERWISE
M- _ -
AX I MUM HEIGHT ® 421.60' `✓��-'"`�'�'
HI= I GHT OP STRU RIr ® 42 t,249 -
12
2.1.6 �!
XT
It
UPPER FLOOR P.L.
I X4 CORNER
FIN. PLR. UPPER
MAIN FLOOR P.L.
PIN. PLR. MAIN
® serfs.( 1" —�
0
AVERAGE EXISTING GRADE ® 3,=16.60'
PPROVEI.D CORROSION -RESISTANT FLASHING
HALL OF APPLIED SHINGLE FASHION IN SUCH A
ANNER TO PREVENT ENTRY OF NATER INTO THE
ALL CAV 1 TY OR PENETRATION OF HATER INTO
HE BUILDING STRUGTURAL FRAMING GOMPONENTS
HE FLASHING SHALL EXTEND TO THE SURFAGE OF
HE EXTERIOR NALL FINISH. APPROVED GORR05ION
ESISTANT FLASHING SHALL BE INSTALLED AT THE FOLLOWING LOCATIONS:
EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR NINOON
NO DOOR OPENINGS SHALL EXTEND TO THE SURFAGE OF THE EXTERIOR
ALL FINISH OR TO THE HATER RESISTIVE BARRIER FOR SUBSEQUENT
RA I NAGE
AT THE INTERSEGTION OF GHIMNET`5 OR OTHER MASONRY
ONSTRUGTION KITH FRAME OR STUGGO NALLS
. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR
ETAL GOP I NOS AND SILLS
GONTINUOUSLY ABOVE ALL PROJECTING HOOD TRIM
NHERE EXTERIOR PORGHES, DECKS, OR STAIRS ATTAGH
O A NALL OR FLOOR ASSEMBLY OF HOOD FRAME
ONSTRUGTI ON
AT NALL AND ROOF INTERSECTIONS
AT BUILT IN GUTTERS HORIZONTAL
SIDING TYPICAL
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
W. w yam
BUILDING OFFICIAL
r\..a 4 Al 1)n1)4
APPROVED DATE
APPROVED BY (PLANNING
9
Oct 13 2021
BRICK VENEER
INSTALL PER MFD.
SPEC I F I GAT I ONS
TREATED PLYWOOD BEHIND
ALL AREAS KITH BRICK
2X10 BARGE BOARD
N/ IX5 TRIM
GABLE ENDS
ASPHALT COMP. SHINGLES
ON 15# FELT
ffi�ONT �L ;`\//4N71 ON
SEE GENERAL NOTES SCALE: 1/4" = I'-0"
SEE GENERAL NOTES
METAL GUTTER. ON
2X8 FASCIA BOARD
- - �`-- - nEN/GUEST P.L.
(5.e.)
1
- - FIN. PLR. MAIN
5OUARr-
�007AGE5
r--lA I N
145-7
UFFER
1 &52
TOTAL
C-7AfiZAC�E
6�8
GOvEf ED �O
GO�EiZED 182
PAT 10
ADDRESS NOTE:
F:'F�'.0_JEC✓T C�C)NTAGTT:
L::)A\,//E NOLAN.
--25— 5g2-101 &
ADDRESS NUMBERS SHALL BE
A MINIMUM 4" HIGH KITH A
MINIMUM STROKE WIDTH OF 1/2"
AND TO BE ON A CONTRASTING
BACKGROUND PER I RG 51q.1
�512 i2EEal R�
A
GT
6AtRY THOMAS NASH
TATE OP :NP.SHIN6TO
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dates : 4-50-20
permit:
revisions:
drawn by
GheGE.cT by:
LM17
MJN.J
Of
REVISION
Sep 27 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
BLD2020-0866