APPROVED ENG PLN_BLD2022-1257+Architectural_Plan+9.21.2022_3.09.52_PM+3122243THIS AREA FOR NEW STAMPS
RESUBMIT OF PLANS THAT THE PERMIT
EXPIRED BLD2021-1461, ORIGINALLY
APPROVED 11/20/21 THEN REVISION
APPROVED 6/2/2022.
City
Of Edmonds
Building Department
Work
•------------------------------------
DECK
Address
18910 OLYMPIC VIEW DR
•---------------------------------------
Owner
SWAUN
----------------------------
Approved Date
Building Official ,
-----------------------------
Permit Number,
BLD2022-1257
RECEIVED
Sep 21 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
W. K o9 iuc
BUILDING OFFICIAL
Sep 27 2022
APPROVED DATE
APPROVED BY PLANNING
"jx
Sep 28 2022
.., ,.... k ..v�
SVVAUN PROJECT
ENGINEERING DIVISION
APPROVED AS NOTED
THESE PLANS HAVE REVISED THE DECK AND
(ADDED THE DECK COVER TO THE OVERALL '
I
(PROJECT. PLEASE ENSURE THAT THIS PLAN
'IS ON SITE TO CORRECTLY DEPICT THE M
SCOPE OF WORK THAT IS TO BE CONDUCTED
!FOR THIS PROJECT.
APPROVED
PLANS MUST BE
ON JOB SITE
JAY SWAUN
18910 OLYMPIC VIEW DRIVE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
W. W Vfkaa
BUILDING OFFICIAL
Jun 01 2022
APPROVED DATE
EDMONDS, WA 98020
A101
COVER PAGE
A102
DECK FLOOR PLAN
A102.1
DECK FRAMING PLAN
A102.2
ROOF AND FRAMING PLANS
A103
FOUNDATION PLAN
A104
DETAILS
A104.1
DETAILS
A104.2
DETAILS
A106
ELEVATIONS & RENDERINGS
A106.1
ELEVATIONS & RENDERINGS
BLD2021-1461
RESUB
May 25 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
REVISION
May 25 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DECK FLOOR PLAN
1/4" = 1'-0"
RECE
FLOOR PLAN KEY NOTES
FR - _1 36" HIGH ALUMINUM POST & RAILS WITH GLASS
GUARD -RAILING SEE 1/A104 FOR GUARD POST
CONNECTION (TYP)
DECKING MATERIAL
"TIMBER TECH" COMPOSITE MATERIAL/PRODUCT
EXISTING HOUSE
46' - 6"
PROPOSED NEW 680
SQFT DECK
GENERAL FRAMING NOTES
FRAMING NOTES:
-ALL WORK TO CONFORM TO CURRENT BUILDING CODE
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL RESIDENTIAL CODE
• 2018 WASHINGTON STATE AMENDMENTS
-ALL FRAMING MEMBERS TO BE PRESSURE TREATED
HEM-FIR#2 OR BETTER UNLESS NOTED OTHERWISE ON PLANS
-DECK DESIGNED FOR 60 PSF LIVE LOAD, 10 PSF DEAD LOAD
-ADD A ROW OF BLOCKING TO THE MIDDLE OF ALL JOISTS
WITH SPANS LONGER THAN 8'
FASTENER NOTE:
-I.R.C. 319.3 FASTENERS FOR PRESSURE TREATED
PRESERVATIVE
AND FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED
GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR
COPPER
-"LEDGER-LOK" SCREWS SHALL BE INSTALLED PER
MANUFACTURES TECHNICAL BULLETIN AND ICC ESR
REPORT # 1078
PRIVACY WALL
ON TOP OF DECK
05/18/2022
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Revision # Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
5/17/2022 2:09:47 PM
DRAWN BY:
Author
SCALE:
1/4" = 1'-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
RESUB
May 25 2022
DECK FLOOR PLAN
KEVISION
A �TY OF EE0D2
DEPARTMENT
Sep 2112022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
5
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DECK FRAMING PLAN
1 /4" = 1'-0"
2x 12 " HF#2
JOIST @ 16 " O.C.
LFLOOR PLAN KEY NOTES
R-1 36" HIGH ALUMINUM POST & RAILS WITH GLASS
GUARD -RAILING SEE 1/A104 FOR GUARD POST
CONNECTION (TYP)
KB-1 4X4 SINGLE KNEE BRACE PER 1/A104.1
KB-2 4X4 DOUBLE KNEE BRACE PER 2/A104.1
SD-1 7 3/4" MAX. RISER WITH 10" MIN. RUN.
IF MORE THAN (3) RISER, HANDRAIL REQUIRED
PER I.R.C. SECTION R311.7.8.
DECKING MATERIAL
"TIMBER TECH" COMPOSITE MATERIAL/PRODUCT
v
GENERAL FRAMING NOTES
ES:
-ALL WORK TO CONFORM TO CURRENT BUILDING CODE
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL RESIDENTIAL CODE
• 2018 WASHINGTON STATE AMENDMENTS
-ALL FRAMING MEMBERS TO BE PRESSURE TREATED
HEM-FIR#2 OR BETTER UNLESS NOTED OTHERWISE ON PLANS
-DECK DESIGNED FOR 60 PSF LIVE LOAD, 10 PSF DEAD LOAD
-ADD A ROW OF BLOCKING TO THE MIDDLE OF ALL JOISTS
WITH SPANS LONGER THAN 8'
FASTENER NOTE:
-I.R.C. 319.3 FASTENERS FOR PRESSURE TREATED
PRESERVATIVE
AND FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED
GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR
COPPER
-"LEDGER-LOK" SCREWS SHALL BE INSTALLED PER
MANUFACTURES TECHNICAL BULLETIN AND ICC ESR
REPORT # 1078
oI 104:1'
f
DOUBLE 2x12" HF#2
JOIST @ 16" O.C.I I-
` SIMPSON DTTIZ
MIN (8 LOCATIONS)
2X12 HF#2 LEDGER
BOARD
.LUS210Z"
(TYP)
50 (LUS210-2Z @ DOUBLE
JOISTS)
PRIVACY WALL
2x 12 " HF#2 ON TOP OF DECK
JOIST @ 16 " O.C.
6X12" DF#1 BEAM
KB-2 KB-2
47' - 0"
KB-2
6x6 HF#2
POSTS (TYP) x10
2X BLOCKING
AT BEAM LINE
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Revision # Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
5/17/2022 2:09:48 PM
DRAWN BY:
Author
SCALE:
1/4" = 1'-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
RESUB
May 25 2022
DECK FRAMNG PLAN
A $1QEDMONDS � Z2 1
DEPARTMENT
Sep 2112022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
EXISTING HOUSE
NO ALTERATIONS
ROOF PLAN
1 /4" = 1'-0"
n ROOF FRAMING PLAN
` 1 /411 = 1'-0"
RECEIVE
PROPOSED NEW 287
SQFT PATIO COVER
18'-8"
5-1/2 x 10.5" GLB 24F-V4
18'-8"
MIN. 6x6 WITH HUCQ610 FOR BEAM
CONNECTION
MIN. 6x6 WITH HUCQ410 FOR
RAFTER CONNECTION
LRU210Z (TYP)
AT RAFTER/LEDGER CONNECTION
2x10 HF#2 RAFTER
AT 24" O.C.
4x10 RAFTERS ON
BOTH SIDES OF BUMPOUT
ECCQ-66SDS2.5
6x6 HF#2 POST
GENERAL FRAMING NOTES
FRAMING NOTES:
-ALL WORK TO CONFORM TO CURRENT BUILDING CODE
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL RESIDENTIAL CODE
• 2018 WASHINGTON STATE AMENDMENTS
FASTENER NOTE:
-I.R.C. 317.3 FASTENERS FOR PRESSURE TREATED
PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL
BE HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL,
SILICON BRONZE OR COPPER
-"LEDGER-LOK" SCREWS SHALL BE INSTALLED PER
MANUFACTURES TECHNICAL BULLETIN AND ICC ESR
REPORT # 1078
ROOF PLAN KEY NOTES
R-1 TPO ROOFING
R-2 30 LB ROOFING PAPER
R-3 TYPICAL ROOF SHEATHING
15/32" OSB, INDEX 32/16, BLOCKED, LAID UP
WITH FACE GRAIN PERPENDICULAR TO FRAMING
BELOW, STAGGER END JOINTS. NAILS AS FOLLOWS
DIAPHRAGM BOUNDARY AND OVER
EXTERIOR WALLS AND SHEARWALLS
ALL SUPPORTED EDGES
FIELD
_8D@6"O.C.
_8D@6"O.C.
8D @ 12" O.C.
05/18/2022
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Revision Schedule
Revision # Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
5/17/2022 2:09:50 PM
DRAWN BY:
Author
SCALE:
1/4" = 1'-011
PARCEL NO:
PARCEL
LEGAL
LEGAL
RESUB
May 25 2022
ROOF ANDTIPRAMING
PLANS
A $,T
QZE2 2
MONDS
DEPARTMENT
Sep 2112022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
6'-3" 4'-9"
— — — F 1
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F-1
--- — N
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L L
F-1
FOUNDATION PLAN
1 /4" = 1'-0"
RECEIVEI
Sep 2112022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
0
L
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N L
F-1
0
L
❑I
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F-1
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2'-4" 9'-7"
GENERAL FRAMING NOTES
FRAMING NOTES:
-ALL WORK TO CONFORM TO CURRENT BUILDING CODE
• 2018 INTERNATIONAL BUILDING CODE
• 2018 INTERNATIONAL RESIDENTIAL CODE
• 2018 WASHINGTON STATE AMENDMENTS
-DECK DESIGNED FOR 60 PSF LIVE LOAD, 10 PSF DEAD LOAD
-ADD A ROW OF BLOCKING TO THE MIDDLE OF ALL JOISTS
WITH SPANS LONGER THAN 8'
FASTENER NOTE:
-I.R.C. 319.3 FASTENERS FOR PRESSURE TREATED
PRESERVATIVE
AND FIRE RETARDANT TREATED WOOD SHALL BE HOT DIPPED
GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR
COPPER
-"LEDGER-LOK" SCREWS SHALL BE INSTALLED PER
MANUFACTURES TECHNICAL BULLETIN AND ICC ESR
REPORT # 1078
FOOTING SCHEDULE
L -1 L -1 L -1 L
❑ ❑ ❑ ❑�
F1 F1 F1 F
11'-7" 11'-7" 11'-7" 0'-4"
oe
44' - 4"
DECK FOUNDATIONAL FOOTING PER 3/A104
PATIO COVER FOUNDATIONAL FOOTING PER 3/A104.2
I
NEW PATIO COVER FOOTING
05/18/2022
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Revision Schedule
Revision # Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
5/17/2022 2:09:51 PM
DRAWN BY:
Author
SCALE:
1/4" = 1'-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
RESUB
May 25 2022
FOUNDATWN PLAN
,�a 1
CITY F E01s3
DEPARTMENT
RAIL
TOP OF DECK
BLOCKING
FASTENER W/
CUP WASHER &
BOLT CAP
FACE MOUNT PICKET RAILING ELEVATION
3/4" = 1'-0"
Z
00
T-0" PER PLAN
POST
1/4" HOLE FOR
#14X1" FASCIA
SCREW (4 TYP)
BOTTOM CAP
POST PER PLAN
MPB66Z (POST BASE)
MATCH POST SIZE PER PLAN
CONCRETE FOOTING
4-#4 REBAR EACH WAY
POUR ON UNYEILDING
SOIL
n POST TO FOOTING CONNECTION DETAIL
v 3/4" - 1'-0"
OPEN GUARDS ON DECKS MORE THAN 30" ABOVE GRADE OR FLOOR BELOW
SHALL HAVE MEMBERS SPACED SO THAT A 4" DIA. SPHERE CANNOT PASS
THROUGH.
36" MIN
HEIGHT
DECK
- LESS THAN
GUARD REQ' 6" DIA.\
IF MORE THAN 30'
OPEN RISERS LESS THAN 4"
5 GUARDRAIL STAIR DETAIL
1/2 = 1 0
RECEIVE
0" MIN RUN FROM NOSING TO NOSING
STAIRWAY NOTES:
1. STAIRS SHALL BE NOT LESS THAN 36" IN WIDTH.
2. STAIRWAY RISERS SHALL BE NO GREATER THAN 7 3/4".
3. STAIRWAY TREADS SHALL HAVE A MINIMUM RUN OF 10".
4. THE LENGTH OF RUN AND THE HEIGHT OF RISER SHALL NOT
VARY MORE THAN 3/8" IN THE RUN OF THE STAIR.
5. OPEN RISERS ARE PERMITTED IF THE OPENINGS IS LESS THAN 4".
6. TREAD NOSING SHALL BE NOT LESS THAN 3/4" BUT NOT MORE
THAN 1-1/4" ON STAIRWAYS WITH SOLID RISERS.
7. COMPOSITE MATERIALS MAY REQUIRE ADDITIONAL STRINGERS.
34-38" ABOVE
NOSINGS
7 3/4" MAX RISE
HANDRAIL
LANDING SAME
WIDTH OF STAIRS
36" MIN
FINISHED GRADE
GLASS RAILING ELEVATION
3/4" = 1'-0"
LX1b I ING KL51
PROVIDE FULL f
BLOCKING BE
FLOOR
3-5/8" LEDGE
SCREWS AT 6"
BAY FOR 12" O.C. J
SEE FRAMING NOT
INSTALL
LEDGER CONNECTION DETAIL
3/4" = 1'-0"
STAIR NOTES:
HANDRAILS ON STEPS TO HAVE ENDS
RETURNED AND PLACED MIN. 34" MAX.
38" ABOVE STEP NOSING. THE HAND
GRIP PORTION OF HANDRAIL SHALL
NOT BE LESS THAN 1-1/2" NOR MORE THAN
2" IN CROSS -SECTIONAL DIMENSION OR THE
SHAPE SHALL PROVIDE AN EQUIVALENT
GRIPPING SURFACE. THE HANDGRIP PORTION
OF HANDRAILS SHALL HAVE A SMOOTH SURFACE
WITH NO SHARP CORNERS. RAILING SHALL NOT
PASS A 4" SPHERE. THERE SHALL BE NO MORE THAN
3/8" VARIANCE BETWEEN THE TALLEST RISER
AND THE SHORTEST RISER ON ANY FLIGHT OF STEPS.
SIMPSON "LSCZ"
STRINGER CONNECTORS
FASTEN STAIR BRACKET
PLATE TO DECK RIM JOIST
W/ SIMPSON "TJC37" FLAT
PLATE BTWN EACH STRINGER
(MIN 2)
6 TYPICAL STAIR SECTION
1 /2" = 1'-0"
TOP CAP
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4" BALL MAY NOT
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DECKING
FRAMING PER PLAN
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IMPSON "SDHW" TIMBER
_CREW, EMBEDED 3" TO HOUSE
WALL TOP PLATE OR 2x WALL STUD
05/18/2022
2 STAIR STINGER
C.
3 (SEE PLAN FOR SIZE & TYPE)
KICKER PLATE
ONCRETE LANDING
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Revision # Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
5/17/2022 2:09:53 PM
DRAWN BY:
Author
SCALE:
As indicated
PARCEL NO:
PARCEL
LEGAL
LEGAL
RESUB
May 25 2022
DE
D BTAIMS
KEVISION
A3TIFE04
DEPARTMENT
Sep 2112022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DOUBLE KNEE BRACE DETAIL
3/4" = 1'-011
RECEIVE
WOOD BEAM
SEE FRAMING PLAN
(BEAM SPLICE MUST
OCCUR OVER POSTS
W/ 1-1/2" MIN BEARING)
CORROSION RESISTANT
METAL COLUMN CAP
INSTALL PER MFR (SIMPSON
"AC4Z" OR "AC6Z" MATCH PER
BEAM SIZE)
4x4 HEM FIR #2
KNEE -BRACE
(1) 1/2"x6" GALV. LAG
SCREWS W/ FL. WASHER
EMBEDED 3" MIN. INTO POST
AND COUNTERSINK TO
KNEE -BRACE (TYP)
DECK POST
SEE FRAMING PLAN
WOOD BEAM
SEE FRAMING PLAN
CORROSION RESISTANT
METAL COLUMN CAP
INSTALL PER MFR
(SIMPSON "AC4Z" OR "AC6Z"
MATCH PER BEAM SIZE)
SINGLE KNEE -BRACE DETAIL
3/411 = 1'-011
WALL FRAMING DETAIL
1/4" = 1'-0"
4x4 HEM FIR #2
KNEE -BRACE
(1) 1/2"x6" GALV. LAG
SCREWS W/ FL. WASHER
EMBEDED 3" MIN. INTO POST
AND COUNTERSINK TO
KNEE -BRACE (TYP)
DECK POST
SEE FRAMING PLAN
2X STUD FRAMING @ 16" O.0 WITH
TOP AND BOTTOM PLATES
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Revision # Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
5/17/2022 2:09:54 PM
DRAWN BY:
Author
SCALE:
As indicated
PARCEL NO:
PARCEL
LEGAL
LEGAL
RESUB
May 25 2022
U Lb
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DEPARTMENT
Sep 2112022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
F#2 BLOCKING (TYP)
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H2.5A
A PER PLAN
Q-66SDS2.5
TING PER PLAN
1 BUILDING SECTION
1 /4" = V-0"
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CONCRETE PLINTH
7
SIMPSON POST
CONCRETE FOOTING PER PLAN
BASE "MPB66Z"
INSTALL PER MFR —
(4) #4 SHORT (TOP AND BOTTOM)
5" MIN
(4) #4 HORIZONTAL TIES
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Sep 2112022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
COVERED PATIO ADDITION I EXISTING STRUCTURE —
EXISTING HOUSE SIDING
GALVANIZED STEEL L FLASHING
METAL EDGE FLASHING
15/32" OSB ROOF SHEATHING W/
8D @6 O.C. EDGES & 12 O.C.
FIELD
ROOF PAPER
COMPOSITE ROOF MATERIAL
DTT1Z@48" O.C.
3/8" LAG SCREWS
CENTERED IN (E) STUDS
n SKILLION LEDGER DETAIL
1 /2" = 1'-0"
EXISTING WALL SHEATHING
EXISTING 2X STUDS
@16" O.C. VERIFY
2X LEDGER PER PLAN
SIMPSON HANGER PER PLAN
2x RAFTER PER PLAN
05/18/2022
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Revision # I Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
5/17/2022 2:09:56 PM
DRAWN BY:
Author
SCALE:
As indicated
PARCEL NO:
PARCEL
LEGAL
LEGAL
RESUB
May 25 2022
U LE
D BTATLS
A ka 2 42 2
TYEDMONDS
DEPARTMENT
RECE
Sep 21
20' — 5"
16'-5" 1'-10"1'-4"1'-11" 3'-1" 7'-0" 5'-3"
MASTERDECKS LLC
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PROJECT CONTACT:
=
RYAN QUINN
206.518.2786
DATE:
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DRAWN BY:
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Author
SCALE:
1/4" = 1'-0"
-
PARCEL NO:
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PARCEL
LEGAL
—
LEGAL
co
_
RESUB
III III III II III II
I5'
May 25 2022
5'-0 22 3 —7'
E LE 'N V'�e� S &
RENDERINGS
0 WEST - MAIN DECK EAST - MAIN DECK
U 1 /4" = 1'-0" ` 1 /4" = 1'-0"
KEVISION
3y 1
ATY F EDNDS
I V E DEPARTMENT
2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
RECE
Sep 21
I
MASTERDECKS LLC
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PROJECT CONTACT:
0'-6" 0'-6"
RYAN QUINN
206.518.2786
WEST -UPPER DECK n SOUTH - UPPER DECK n EAST - UPPER DECK
DATE:
1/4" = 1'-0" „ _ ,_ „ „ _ ,_ „
1/4 - 1 0 114 - 1 0
5/17/2022 2:09:59 PM
DRAWN BY:
Author
SCALE:
1/4" = 1'-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
RESUB
May 25 2022
ELEVIM"NS &
RENDERINGS
A$ 2 2 1
ITY EDM DS
I V E DEPARTMENT
2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT