APPROVED BLD PLN BLD2023-1413+Architectural_Plan+11.2.2023_6.56.20_AM+3875991APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
LEWIS PROJECT
City Of Edmonds
Building Department
Work DECK
-------------------------- -----
---------------------------------------------
Address 23403 ROBINHOOD DR
-------------------------------------
Owner CAIN/LEWIS
---------------------
Approved Date: 11/14/2023
Building Official
------------------------------
Permit Number BLD2023-1413
APPROVED BY PLANNING
iz
Nov 28 2023
REVISIONS
DATE PAGES CHANGES
REV1
REV2
REV3
REV4
REV5
MELANIE LEWIS
23403 Robinhood Dr
Edmonds, WA 98020
A101
COVER PAGE
A101.1
SITEPLAN
A101.2
SIMPLIFIED PLANS
A102.3
DECK PLAN
A102.4
DECK FRAMING PLAN
A103
FOUNDATION PLAN
A104
DETAILS
A104.1
DETAILS
A106
BUILDING ELEVATIONS
RECEIVED
Nov 07 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
1 SIMPLIFIED DECK PLAN
MASTERDECKS LLC
MASTEL836BZ
EXP 1/17/2025
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Revision Schedule
Revision Revision
Number Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
10/20/2023 1:52:56 PM
DRAWN BY:
Author
SCALE:
PARCEL NO:
PARCEL
LEGAL
LEGAL
R FIED PLANS
ov 07 2023
CITY OF EDMONDS
DEPARTMENT
A101.2
EXISTING HOUSE
NO ALTERATIONS
i���`� ���`�
EXISTING CAT WALK
DECK PLAN
0
M
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
-ALL GLULAM BEAMS EXPOSED TO MOISTURE AND INDICATED
ON THE PLANS AS "GLB-HICLEAR" SHALL BE PRESERVATIVE
TREATED "HI -CLEAR II" GRADE 24F-V4 BEAMS AS
MANUFACTURED BY ROSBORO, INC.
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
-SIMPSON "SDWS" TIMBER SCREWS SHALL BE INSTALLED PER
MANUFACTURES TECHNICAL BULLETIN AND UES EVALUATION
REPORT # 192
-"SIMPSON MPB66Z" POST BASE BRACKETS (WHEN
SPECIFIED) SHALL BE INSTALLED PER MANUFACTURERS
INSTALLATION INSTRUCTIONS IN THE LATEST 'WOOD
CONSTRUCTION CONNECTORS' CATALOG BY SIMPSON
STRONG -TIE, INC.
FLOOR PLAN KEY NOTES
R-1 36" HIGH ALUMINUM POST &RAILS WITH CABLE
GUARD -RAILING SEE 2/A104 FOR GUARD POST
CONNECTION (TYP)
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
"TIMBERTECH" COMPOSITE MATERIAL/PRODUCT
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13'-6"
13'-0"
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EXP 1/17/2025
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Revision Schedule
Revision Revision
Number Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
10/20/2023 1:52:57 PM
DRAWN BY:
Author
SCALE:
PARCEL NO:
PARCEL
LEGAL
LEGAL
R K PLAN
ov 07 2023
CITY OF EDMONDS
DEPARTMENT
A102.3
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
-ALL GLULAM BEAMS EXPOSED TO MOISTURE AND INDICATED
ON THE PLANS AS "GLB-HICLEAR" SHALL BE PRESERVATIVE
TREATED "HI -CLEAR II" GRADE 24F-V4 BEAMS AS
MANUFACTURED BY ROSBORO, INC.
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
-SIMPSON "SDWS" TIMBER SCREWS SHALL BE INSTALLED PER
MANUFACTURES TECHNICAL BULLETIN AND UES EVALUATION
REPORT # 192
-"SIMPSON MPB66Z" POST BASE BRACKETS (WHEN
SPECIFIED) SHALL BE INSTALLED PER MANUFACTURERS
INSTALLATION INSTRUCTIONS IN THE LATEST 'WOOD
CONSTRUCTION CONNECTORS' CATALOG BY SIMPSON
STRONG -TIE, INC.
DECK FRAMING PLAN
FLOOR PLAN KEY NOTES
R-1 36" HIGH ALUMINUM POST &RAILS WITH CABLE
GUARD -RAILING SEE 2/A104 FOR GUARD POST
CONNECTION (TYP)
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.
KB-1 4X4 P.T. SINGLE KNEE BRACE PER 3/A104
DECKING MATERIAL
"TIMBERTECH" COMPOSITE MATERIAL/PRODUCT
MASTERDECKS LLC
MASTEL836BZ
EXP 1/17/2025
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Revision Schedule
Revision Revision
Number Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
10/20/2023 1:52:58 PM
DRAWN BY:
Author
SCALE:
PARCEL NO:
PARCEL
LEGAL
LEGAL
R C AMING PLAN
ov 07 2023
CITY
DEPARTMENT
A102.4
POST PER PLAN
EPB66Z (POST BASE)
UNLESS NOTED OTHERWISE
MATCH POST SIZE PER PLAN
CONCRETE FOOTING
#4 BARS EACH WAY
REST ON
UNYIELDING SOIL
PER PLAN
POST TO FOOTING CONNECTION DETAIL
2'-3"
FOUNDATION PLAN
FOOTING SCHEDULE
F-1 DECK FOUNDATIONAL FOOTING PER 1/A103
24" x 24" SQ REINF W/(3)#4 BARS EACH WAY
9' - 0 1 /2"
2'-3"
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
-SIMPSON "SDWS" TIMBER SCREWS SHALL BE INSTALLED PER
MANUFACTURES TECHNICAL BULLETIN AND UES EVALUATION
REPORT # 192
MASTERDECKS LLC
MASTEL836BZ
EXP 1/17/2025
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Revision Schedule
Revision Revision
Number Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
10/20/2023 1:53:00 PM
DRAWN BY:
Author
SCALE:
As indicated
PARCEL NO:
PARCEL
LEGAL
LEGAL
R ATION PLAN
ov 07 2023
CITY OF EDMONDS
DEPARTMENT
A103
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CABLE RAILING ELEVATION
OUTSIDE RIM JOIST
LADDER BLOCK @ 16"O.C.
FLUSH AT TOP OF JOIST
OUTSIDE RIM JOIST
LADDER BLOCK @ 16"O.C.
FLUSH AT TOP OF JOIST
JOISTS
LEDGER
TOP CAP
POST
STAINLESS STEEL CABLE
4" BALL MAY NOT PASS
THROUGH CABLES. -SEE 4"
SPHERE FIELD TEST OF SLBS
AT MID SPAN
DECKING
FRAMING PER PLAN
—SPACING PER BLOCK
SINGLE BOARD BORDER
TOP OF DECK
BLOCKING
FASTENER W/
CUP WASHER &
BOLT CAP
FACE MOUNT RAILING ELEVATION
1" = 1'-0"
0'-8"
�i�� OUTSIDE RIM JOIST
SIDE VIEW '��
LADDER BLOCK @ 16"O.C.
FLUSH AT TOP OF JOIST
[DOUBLE BOARD BORDER
RIM JOIST (END OF DECK)
2x6 FLAT BLOCK FLUSH TO TOP
OF JOIST TO SUPPORT BORDER
RIM JOIST
BORDER BLOCKING DETAIL
1' - 1 1/2"
OUTSIDE RIM JOIST
SIDE VIEW
� LADDER BLOCK @ 16"O.C.
FLUSH AT TOP OF JOIST
TOP VIEW
POST
1/4" HOLE FOR
#14X1" FASCIA
SCREW (4 TYP)
Hsu i i ui�i uHN
'^TiTS
GER
EXIST
CING PER DECK
(E) FINISHED FLOOR
AND HOUSE JOISTS
4" SDWS EXTERIOR GRADE
N TIMBER SCREWS PER PLAN
SEE FRAMING NOTES FOR
`;' INSTALL SPECS.
0
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P/T WOOD BEAM
SEE FRAMING PLAN
CORROSION RESISTANT
METAL COLUMN CAP
INSTALL PER MFR
(SIMPSON HANGER,
MATCH PER BEAM SIZE)
SINGLE KNEE -BRACE DETAIL
LEDGER CONNECTION DETAIL
I STAGGERED SIMPSON
�WH" TIMBER SCREWS,
IBEDED 3" MIN. INTO POST
D COUNTERSINK
KNEE -BRACE (TYP)
4 P/T HEM FIR #2
EE-BRACE
f DECK POST
SEE FRAMING PLAN
BAR FLASHING
IMPSON JOIST
ANGERS PER PLAN
ECKING PLANKS. SEE PLAN
OR TYPE AND SIZE
FISTS PER PLAN
TT1Z W/6-SD #9X1-1/2"
CREWS TO DECK JOIST @
8" O.C.
IMPSON "SDWH" TIMBER
CREW, EMBEDED 3" TO HOUSE
WALL BOTTOM PLATE OR 2x WALL STUD
MASTERDECKS LLC
MASTEL836BZ
EXP 1/17/2025
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Revision Schedule
Revision Revision
Number Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
10/20/2023 1:53:01 PM
DRAWN BY:
Author
SCALE:
As indicated
PARCEL NO:
PARCEL
LEGAL
LEGAL
R TAILS
ov 07 2023
- CITY OF EDMONDS
DEPARTM ENT � � V �J
A104
TYPICAL STAIR AT DECK DETAIL
SIDE VIEW
DECK RIM
PT. BLOCK 2x6 MIN.
SIMPSON "LSCZ"
STRINGER CONNECTORS
STAIR AT DECK DETAIL
STAIR AT LANDING DETAIL
SIDE VIEW
NOTCH STAIR JACK
A34
STAIR AT LANDING DETAIL
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)
Z STAIR STINGER
.C.
� (SEE PLAN FOR SIZE &TYPE)
KICKER PLATE
ONCRETE LANDING
RAIL
TYPICAL STAIR AT DECK DETAIL
SIDE VIEW
DECK RIM
PT. BLOCK 2x6 MIN.
SIMPSON "LSCZ"
STRINGER CONNECTORS
n (MD) STAIR LANDING FRAMING DETAILS
STAIR LANDING IN DIRT DETAIL
FRONT VIEW
4X4
STAIR JACK
LEDGER LOCK
EP844
CONCRETE FOOTING: IF LANDING ON
CEMENT SUBSTITUTE APT 2x6 FLAT
WHERE 4x4 IS. (PIN TO CEMENT)
STAIR LANDING IN DIRT DETAIL
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.
-10" MIN RUN FROM NOSING TO NOSING
i" M
EIGI
DECK
� LESS
GUARD REQ' 6" DIA.
I MORE THAN 30"
C10PEN RISERS LESS THAN 4"
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
MASTERDECKS LLC
MASTEL836BZ
EXP 1/17/2025
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Revision Schedule
Revision Revision
Number Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
10/20/2023 1:53:02 PM
DRAWN BY:
Author
SCALE:
PARCEL NO:
PARCEL
LEGAL
LEGAL
R TAILS
ov 07 2023
CITY
DEPARTMENT
A104.1
n TYPICAL STAIR SECTION
GUARDRAIL STAIR DETAIL
/2"
NORTH ELEVATION
1/4 1 0
EAST ELEVATION
�OUTH ELEVATION
1/4 1 0
MASTERDECKS LLC
MASTEL836BZ
EXP 1/17/2025
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Revision Schedule
Revision
Revision
Number
Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
10/20/2023 1:53:04 PM
DRAWN BY:
Author
SCALE:
PARCEL NO:
PARCEL
LEGAL
LEGAL
R ILDING
ov 07 2�23LEVATIONS
CITY OF EDMONDS
D VELO
DEPARTMENT
A106