APPROVED BLD ENG RESUB1 BLD2024-0643+SITE & Architectural_Plan+7.17.2024_12.31.09_PM+4383738A.C.
ACOUS ACOUSTICAL
ADJ.
ADJUSTABLE, ADJACENT
ALUM.
ALUMINUM
ANOD.
ANODIZED
APPROX.
APPROXIMATE
ASR.
BD.
BOARD
BLDG.
BUILDING
BILK.
BLOCK
BLK'G.
BLOCKING
BM.
BEAM
BOT.
BOTTOM
BTW.
BETWEEN
C.B.
CATCH BASIN
C.I.
CAST IRON
C.I.P.
CAST IN PLACE
C.L.
CENTER LINE
CLG.
CEILING
C.M.U.
CONCRETE MASONRY UNIT
COL.
COLUMN
CONIC.
CONCRETE
CONT.
CONTINUOUS
CONSTR.
CONSTRUCTION
CONTR.
CONTRACTOR
C.T.
CERAMIC TILE
DBL.
DOUBLE
DTL.
DETAIL
D.F.
DRINKING FOUNTAIN
D.S.
DOWNSPOUT
DRWG.
DRAWING
EA.
EACH
E.F.S.
EXTERIOR FINISH SYSTEM
E.I. F.S.
EXTERIOR INSULATION & FINISH SYSTEM
ELEV.
ELEVATION, ELEVATOR
ELEC.
ELECTRICAL
ENCL.
ENCLOSURE
EXH.
EXHAUST
EXIST.
EXISTING
EXP.
EXPANSION
EXT.
EXTERIOR
F.D.
FLOOR DRAIN
FDN.
FOUNDATION
F.F.
FACTORY FINISH
F.H.S.
FLAT HEAD SCREW
FL.
FLOOR
F.I.O.
FURNISHED & INSTALLED BY OWNER
F.R.P.
FIBER REINFORCED PLASTIC PANEL(S)
FTG.
FOOTING
GA.
GAUGE
GALV.
GALVANIZED
G.I.
GALVANIZED IRON
G.L.P.
GYPSUM LATH & PLASTER
G.W.B.
GYPSUM WALL BOARD
H.B.
HOSE BIB
H.C.
HANDICAPPED
H.M.
HOLLOW METAL
HORIZ.
HORIZONTAL
HT.
HEIGHT
HTR.
HEATER
INSUL.
INSULATION
JT./JTS.
JOINT/JOINTS
L.
LONG LENGTH
LAM.
LAMINATE, LAMINATED
L.F.
LINER/LINEAL FOOT
LIQ.
LIQUID
LT. WT.
LINE WEIGHT
MAS.
MASONRY
MAX.
MAXIMUM
M.B.S.
METAL BUILDING SUPPLIER
MECH.
MECHANICAL
MEZZ.
MEZZANINE
MTL.
METAL
ADDRESS OF PROPERTY
ASSESSOR'S PARCEL NO
PROPERTY DESCRIPTION
OWNERS:
MAILING ADDRESS:
MFG. MANUFACTURING
M.H. MAN HOLE
MIN. MINIMUM
MISC. MISCELLANEOUS
M.O. MASONRY OPENING
M.R. MOISTURE RESISTANT
MULL. MULLION
MTD. MOUNTED
MTG. MOUNTING
N.I.C. NON IN CONTRACT
NOM. NOMINAL L OT COVERAGE
N.T.S. NOT TO SCALE • • •
O.A. OVERALL HOUSE AND GARAGE FOOTPRINT (INCLUDING PORCH) = 1656.00 S.F.
oc ON CENTER NEW DECK = 177.29 S.F.
O.H. OVERHEAD ; TOTAL SQUARE FOOTAGE = 1656.00 S.F.+177.29 S.F. = 1,833.29 S.F.
OPNG. OPENING
OPP. OPPOSITE TOTAL LOT COVERAGE = 1,833.29/8,276.40 S.F. = 0.2215 OR 22.15% (LESS THAN 35%)
PTN. PARTITION w
PERP. PERPENDICULAR (�✓ '�
P.I.V. PRESSURE INDICATOR VALVE
P.L. PLATE, PROPERTY LINE
PLYWD. PLYWOOD
PLBG. PLUMBING
PNL. PANEL, PANELING
PR. PAIR �C
PROJ. PROJECT`
PT. POINT '
Q.T. QUARRY TILE
QTR. QUARTER _
R. RADIUS
R.D. ROOF DRAIN \
R.L. RAIN LEADER
REC'D. RECEIVED
REF. REFRIGERATOR /
REINF. REINFORCING
REQ'D. REQUIRED
R.O. ROUGH OPENING / \
SCHED. SCHEDULE
S.C. SOLID CORE AV
SHT. SHEET
SIM. SIMILAR /
S.I.O. SUPPLIED & INSTALLED BY OWNER p,Q 38;
SPEC'D. SPECIFIED
SQ. SQUARE
S.S. SERVICE SINK,
SANITARY SEWER - > >>9
SST. STAINLESS STEEL 6868°� /
STD. STANDARD 90
STL. STEEL P
STRUCT. STRUCTURE,
STRUCTURAL
t•
SUSP. SUSPENDED
SYS. SYSTEM dj / 78'
T. TREAD, TOP � PROPEF
T.&B. TOP & BOTTOM /
TEL. TELEPHONE
TEMP. TEMPERED #� F
T.&G. TONGUE & GROVE �
T.G. TEMPERED GLASS �� •� �� C�R�VF
TYP. TYPICAL
UTIL. UTILITY ��., r� �, •� . / ��'9y 4 9462°
U.B.C. UNIFORM BUILDING CODE—"����
N 122. 856° W
U.N.O. UNLESS NOTED OTHERWISE ■■ ■■�■■ ■ 6'0'�=■■ ■■�■■�
VERT, VERTICAL 0 ; /x—x—x x—x—x—x—
�\� +/
W/ WITH
W/o WITHOUT / + �k� 06,
WD. WOOD �-- — — — — — — — — — — — j�--- ---- — S9 '0"
WDW WINDOW W.P. WATERPROOF ALL WORK SUBJECT
� _ / O�
W.R. WATER RESISTANT TO FIELD — \ �`� / / �� \ ``�0"0,
WT. WEIGHT — ; \\ o �O /�/ /\\
Al
W.W.M. WELDED WIRE MESH
W.W.F. WELDED WIRE FABRIC INSPECTION FOR
CODE COMPLIANCE �} A���
ABBREVIATIONS 11
811 14TH WAY SW
EDMONDS, WA. 98020
00393100000600
BELT ADD NO 7 BILK 000-D00-LOT 6
JOSEPH TEDESCO
811 14TH WAY SW
EDMONDS, WA. 98020
JOSEPH TEDESCO
811 14TH WAY SW
EDMONDS, WA. 98020
City Of Edmonds
Building Department
...................................................
Work DECK
Address 811 14TH WAY SW
Owner TEDESCO
-----------------
Approved Date ; 07/25/2024
---------------------
Building Official:
---------------------- ------------------------
Permit Number BLD2024-0643
A100
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.
........ ........
Zone R --- Corner .N--Flag .Y
Setbacks:
Required Actual
Front
Sides
5'N7.5'S;
7 �•I •37.5'E 7.5W:
Rear
----- ------;
Other
-- '
Height
-.25..:
APPROVED BY
Jul 19 024
APPROVED
PLANS MUST BE
ON JOB SITE
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
ICINI
GUARDS SHALL NOT HAVE AN OPENING FIR M THE WALKING SU
TO THE REQUIRED GUARD HEIGHT THAT WIL ALLOW THE PASS,
U.
A 4" SPHERE IN ACCORDANCE WITH 21 IRC R312.1.3.
!_.._.._.._.._.._.._.._.._.._.._..Q.. /�g�vr2-
ALL ON ITE UTIL
HARDWARE & FASTENERS IN CONTACT WITH PRESER TIVE-TI
WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED ST L, STE
STEEL, SILICON BRONZE OR COPPER. IN THE ABS CE C
MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF AS A i
G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SH L
IRC R317.3.1 IBC 2304.10.5.1
ENGINEERING DIVISION
APPROVED AS NOTED
Jell,, tV9A ry.,nt 07/23/2024
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PROPERTY LINE
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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REVISIONS:
CADD FILE:
DATE: 04-17-2024
DRAWN BY: NEDA
CHKED BY: BHARAT
PROJECT INFORMATION 12
A100
S I T E P L A N �,?4 N�11`r
1/8" = 1'-01,
K,
A100
Al 00
3'-10" NOTE:
VERIFY ALL DECKING
MATERIALS WITH OWNER
PRIOR TO INSTALLATION
DECK FLOOR PLAN 1
POST PER PLAN w/
ABA POST BASE —
10"x10" PLINTH w/ 2- #3
III III_
> 0o 0
w_ a
D_
> U U) 4
a
III III III
� U
O co
PER PLAN
FLASHING FOR WATER
TIGHTNESS
(1 1 /2"x 10-0"x29GA.
GALVANIZED STEEL Z
BAR FLASHING) w/ 0.1130x1 3/4"
NAIL OR 1 3/4" STAPLE
(E) FLOOR JOIST
(E) EXTERIOR WALL
Al"
DTTZ1Z @ 48"oc MAX.
LOCATE FIRST AT EACH END
LEDGER PER SC
DETAIL 4
3/4" = 1'-0" S100
4x4 BRACE w/ 3/4"0
BOLT THRU POST & BEAM
6x6 POST
4'-6 3/16" 2'-7 5/8" 3'-3 7/16"
4'-1 'I/A"
6-10"
DECK FOUNDATION PLAN V 2
BEAM PER PLAN
FS
!RACE
3'-10" 3'-3 13/16" 3'-3 7/16"
6-10"
DECK FRAMING PLAN 3
FOOTING SCHEDULE
MARK
SIZE
REINF.
F2.0
2'-0"x2'-0"x9 1/4"
2- #5 EACH WAY
DECK FRAMING SCHEDULE
MARK
TYPE
BEAM
B2
4x12 D.F. #2 P.T. 6x6 POST w/ ECCQ CAP
B4
2x12 D.F. #2 P.T. LSC HANGER @ TOP
JOIST
J1
2x12 D.F. 42 P.T. @ 12"oc w/ LUS HANGERS
J1A
2x12 D.F. #2 P.T. @ 16"oc w/ LUS HANGERS
LEDGER
L1
2x12 D.F. #2 P.T. w/ SDWH2740OSS
SPACE @ 5"oc FOR JOISTS OVER 10'-0"
SPACE @ 8"oc FOR JOIST 10'-0" OR LESS
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DETAIL 5 END FRAME DETAIL 6 SCHEDULES 7
EXISTING HOME
EXISTING HOME 0 1
EXISTING HOME
NEW DECK
NEW DECK
NEW DECK
NEW DECK BEYOND
0
0
0
21r
[9'-0"]
OIL - --
- -- --
-
[9'-0"]
[9'-0' [9'-0"]
-- -- -
[9'-0"]
--
[9'-0"]
VFY.
14
VFY
14
ZD
12
L 12
11
9
_ 9
9
NOTE:
RAILING NOT SHOWN
6
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6
6 -J
FOR CLARITY
5
L- 5
J -J
STAIRS
4
L_ 1
BEYOND
3
L 2
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-- -- -- -- - -- -�i -- --�--
0 -1
-- - -- -- --
-- -- -- --0
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-----------------------------------------
L�
SOUTH
ELEVATION
1
silo
EAST ELEVATION
2
silo
WEST
ELEVATION
3
silo
1 /4" = 1'-0"
1 /4" = 1'-0"
1 /4" = 1'-0"
SIMP. U212 HANGER,
DECK FRAMING
U212-2 AT DBL. HDR.
PER PLAN
2x12 STRINGER
RAILING
PER OWNER
R311.7.8HANDRAILS.
HANDRAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF EACH FLIGHT OF STAIRS WITH FOUR OR MORE RISERS.
R311.7.8.1 HEIGHT.
HANDRAIL HEIGHT, MEASURED VERTICALLY FROM THE SLOPED PLANE ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF
BEAM PER PLAN
—
RAMP SLOPE, SHALL BE NOT LESS THAN 34 INCHES (864 MM) AND NOT MORE THAN 38 INCHES (965 MM).
M
EXCEPTIONS:
c`�i
1. THE USE OF A VOLUTE, TURNOUT OR STARTING EASING SHALL BE ALLOWED OVER THE LOWEST TREAD.
—. —. — —
2. WHERE HANDRAIL FITTINGS OR BENDINGS ARE USED TO PROVIDE CONTINUOUS TRANSITION BETWEEN FLIGHTS, TRANSITIONS
AT WINDER TREADS, THE TRANSITION FROM HANDRAIL TO GUARD, OR USED AT THE START OF A FLIGHT, THE HANDRAIL HEIGHT
— — — — —
AT THE FITTINGS OR BENDINGS SHALL BE PERMITTED TO EXCEED 38 INCHES (965 MM)
CENTERLINE FOOTING -4
FINISHED
R312.1 GUARDS.
GUARDS SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONS R312.1.1 THROUGH R312.1.4.
RISER AND TREAD
PER ARCH.
FLOOR
R312.1.1WHERE REQUIRED.
GUARDS SHALL BE PROVIDED FOR THOSE PORTIONS OF OPEN -SIDED WALKING SURFACES, INCLUDING FLOORS, STAIRS, RAMPS
SIMPSON A35 AT
AND LANDINGS THAT ARE LOCATED MORE THAN 30 INCHES (762 MM) MEASURED VERTICALLY TO THE FLOOR OR GRADE BELOW AT
EACH STRINGER
ANY POINT WITHIN 36 INCHES (914 MM) HORIZONTALLY TO THE EDGE OF THE OPEN SIDE. INSECT SCREENING SHALL NOT BE
CONSIDERED AS A GUARD.
Z
STRINGERS g
v'-
o�
PER PLAN
6" 0 MAX. CIRCLE
of �LLI i
LLI
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d 0 ° a
1
— —
Op��
11"
3-#4 EACH WAY
P.T. 2x10 BOTTOM
PLATE WITH 2-3/4"0 U}
6
PER PLAN
ANCHOR BOLTS AT 6"
FROM THE EDGE Z w
5CP
STRINGERS L) O
—I
I I
II I RAIILIN i PER OW i ERco
M U
I I I I�PI I I
I I I I I I I M
RAILING CAP AND
11"
1 1/4"
I I I I I I I I
INTERMEDIATE
GALVANIZED WIRE
PER PLAN
0 P.T. 4x4 POST w/
2- 1 /2" 0 GALV.
CARRIAGE BOLTS
(WASHERS EACH �r
1ZS
Q
SPACE 4x4 RAILING POST
C END) BOLTED TO
THE PERIMETER
A
AT 6'-0"oc MAX.
BEAM ON INSIDE
FACE OF THE BEAM O y
NOTE:
RAILING HEIGHT PER PLAN
0
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149M
L AL
NAL ENG
M
BEAM PER PLAN
M
O
STAIR DETAILS
4
S 110
DETAILS
I
5
silo
3/4" = 1'-0"
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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REVISIONS:
CADD FILE:
I DATE: 04-17-2024 1
ICHKED BY: BHARAT 1