SEE REV1 APPROVED ENG BLD PLN_BLD2021-1461+Architectural_Plan+10.25.2021_12.07.40_PM+248104610/25/2021
APPROVED BY PLANNING
Nov 05 2021
ENGINEERING DIVISION
APPROVED AS NOTED
APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
SVVAUN PROJECT
City Of Edmonds
Building Department
ALL WORK SUBJECT I I Work DECKS
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
Address 18910 OLYMPIC VIEW DR
----------------------------------------
Owner SWAUN
------------------------
Approved Date /� 11 /5/20D21 ,,/
Building Official /V��'/� �v��%� /���t
Permit Number BLD2021-1461
------------------------------------
JAY SWAUN
18910 OLYMPIC VIEW DRIVE
EDMONDS, WA 98020
A101
COVER PAGE
A102
DECK FLOOR PLAN
A102.1
DECK FRAMING PLAN
A103
FOUNDATION PLAN
A104
DETAILS
A104.1
DETAILS
A106
ELEVATIONS & RENDERINGS
A106.1
ELEVATIONS & RENDERINGS
RECEIVED
Oct 25 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
10/25/2021
0
co
47'-0"
DECK FLOOR PLAN
1 /4" = 1'-0"
[FLOOR PLAN KEY NOTES
R-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
Install per manufacturers
specifications. Have all
manufacturer
documentation on site.
50
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
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I Revision # I Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
10/8/2021 12:36:36 PM
DRAWN BY:
Author
SCALE:
1/4" = V-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
DECK FLOOR PLAN
RECEIVED
�t CI Y D QDS
DEPARTMENT
10/25/2021
0
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KB-1
DECK FRAMING PLAN
1/4" = 1'-0"
I KB-2
2x 12 " HF#2
JOIST @ 12 " O.C.
KB-2 I
6X12" DF#1 BEAM
47' - 0"
FLOOR PLAN KEY NOTES
LR---,] 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
DECKING MATERIAL
"TIMBER TECH" COMPOSITE MATERIAL/PRODUCT
I KB-2 I
6x6 HF#2
POSTS (TYP) x8
KB-1
GENERAL 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
` SIMPSON DTT1Z
MIN (8 LOCATIONS)
2X12 HF#2 LEDGER
BOARD
"LUS210Z"
(TYP)
1
104.
PRIVACY WALL
ON TOP OF DECK
2X BLOCKING
AT BEAM LINE
MASTERDECKS LLC
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I Revision # I Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
10/8/2021 12:36:37 PM
DRAWN BY:
Author
SCALE:
1/4" = V-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
DECK FRAMING PLAN
RECEIVED
A It 1
1
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DEPARTMENT
10/25/2021
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0
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FOUNDATION PLAN
1 /4" = 1'-0"
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
DECK FOUNDATIONAL FOOTING PER 3/A104
0' = 4" 5' - 4"
_+❑ I
F1
4'-8"
10'-8"
5' - 4"
FT-1
F-1 F-1
F-1 F-1 F-1 F-1 F-1
�_ ❑ ❑ ❑ ❑ ❑ -4
11'-7" 11'-7" 11'-7"
46' - 4"
A
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Revision Schedule
Revision # I Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
10/8/2021 12:36:39 PM
DRAWN BY:
Author
SCALE:
1/4" = V-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
FOUNDATION PLAN
RECEIVED
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DEPARTMENT
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10/25/2021
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2x8 MIN RIM JOIST
A34 CLIP TYP EA SIDE
MASTEL836BZ
5"x5"x3/8" MOUNTING
Q
PLATE
EXP 1/23
B
TOP CAP
~ (4) 3/8" GALV. OR SS LAG 4' MAX
z
SCREW PRE -DRILLED WITH
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1/4" PILOT HOLES AND SOAP
POST
THREADS
1/4" TEMPERED GLASS
LL
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SECTION A -A 6x6 BLOCKING BETWEEN
A
JOISTS. A34 OR A35 HANGER
4" BALL MAY NOT
FOR CONNECTION TO RIM JOIST
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PASS THROUGH
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110
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GLASS RAILING ELEVATION
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3/4" = 1'-0"
3/411 11-011
3: 7P
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specifications. Have all
q w
manufacturer
documentation on site. .
Revision Schedule
...............................................
EXISTING RESIDENCE
INTEGRATED "Z" FLASHING
Revision # Date
SIMPSON "LUS2_Z" JOIST
PROVIDE FULL HEIGHT HANGERS
BLOCKING BETWEEN
FLOOR JOISTS
DECKING PLANKS. SEE PLAN
FOR TYPE AND SIZE
POST PER PLAN
PROJECT CONTACT:
RYAN QUINN
®®
206.518.2786
Z
MPB66Z (POST BASE)
DATE:
MATCH POST SIZE PER PLAN
10/8/2021 12:36:40 PM
C14��
DRAWN BY:
CONCRETE FOOTING
Author
GRADE
3-5/8" LEDGER -LOK
DTT1Z W/6-SD #9X1-1/2"
SCALE:
4-#4 REBAR EACH WAY
SCREWS AT 6" (3 PER
SCREWS TO 2x12 JOIST @ 48" O.C.
3/4" — 1'-0"
°
BAY FOR 12" O.C. JOISTS)
PARCEL NO:
SEE FRAMING NOTES FOR
z
POUR ON UNYEILDING
INSTALL SPECS.
PARCEL
T-0" PER PLAN
SOIL
SIMPSON "SDHW" TIMBER
LEGAL .
CO
SCREW, EMBEDED 3" TO HOUSE
LEGAL
WALL TOP PLATE OR 2x WALL STUD
POST TO FOOTING CONNECTION
n DETAIL
n LEDGER CONNECTION DETAIL
Y
U 3/4" = 1'-0"
DETAILS
KIECEIVED
YD DS�
A,tj
DEPARTMENT
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•
OF WASgJ�
°p 53214
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�SSIONAL
10/25/2021
MASTERDECKS LLC
4X4 GUARDRAIL POST
WOOD BEAM
NAILING BLOCK
SEE FRAMING PLAN
MASTEL836BZ
EXP 1/23
RIM BOARD WITH (3)
8" THRULOK BOLTS
(4) 16D NAILS THRU RIM
JOIST TO END OF DECK JOIST
CORROSION RESISTANT
METAL COLUMN CAP
INSTALL PER MFR
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(3) 8" THRULOK FASTENERS
(4) 16D NAILS THRU SIDE OF JOIST
(SIMPSON "AC4Z" OR "AC6Z"
MATCH PER BEAM SIZE)
>
AND WASHERS TO BE
TO EACH END OF BLOCK
I4
INSTALLED PER MFR SPECS
SECTION A -A
4x4 HEM FIR #2
Q
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SIMPSON "L50" CLIP INSIDE OF JOIST
TO EACH END
KNEE -BRACE
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(1) 1/2"x6" GALV. LAG
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SCREWS W/ FL. WASHER
EMBEDED 3" MIN. INTO POST
Z H MOM
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2X RIM JOIST
AND COUNTERSINK TO
j m
KNEE -BRACE (TYP)
U
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DECK JOIST
I --I
DECK POST
Z
A
SEE FRAMING PLAN
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n WOOD GUARDRAIL POST ATTCHMENT
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SINGLE KNEE -BRACE DETAIL
7
1
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3/4 1 -0
11 _ 11
3/4 - 1 -0
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Revision Schedule
Revision #
Date
WOOD BEAM
1/3 HEIGHT OF POST
SEE FRAMING PLAN
(BEAM SPLICE MUST
PROJECT CONTACT:
OCCUR OVER POSTS
W/ 1-1/2" MIN BEARING)
/
RYAN QUINN
-
CORROSION RESISTANT
206.518.2786
METAL COLUMN CAP
DATE:
INSTALL PER MFR (SIMPSON
"AC4Z" OR "AC6Z" MATCH PER
10/8/2021 12:36:41 PM
BEAM SIZE)
DRAWN BY:
Author
4x4 HEM FIR #2
KNEE -BRACE
SCALE:
3/4" = 1'-0"
PARCEL NO:
- - -
(1) 1/2"x6" GALV. LAG
PARCEL
SCREWS W/ FL. WASHER
LEGAL
71-
EMBEDED 3" MIN. INTO POST
LEGAL
AND COUNTERSINK TO
KNEE -BRACE (TYP)
------------------
DECK POST
SEE FRAMING PLAN
n DOUBLE KNEE BRACE DETAIL
3/4" = 1'-0"
DETAILS
KEGEIVED
A1004m 1
DEPARTMENT
111. L0Sh,�
oF wnsgj-0
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A� 53214
Off, �GI S TERM
�SSIGNAL
E��l
10/25/2021 47'-0"
36'-0"
MASTERDECKS LLC
MASTEL836BZ
EXP 1/23
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1 /4" - 1'-011
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Revision Schedule
31' - 0"
Revision # Date
13'-0" 18'-0"
6'-0" 12'-1"
oe oe
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PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
1;
10/8/2021 12:36:43 PM
DRAWN BY:
Author
SCALE:
1/4" = 1'-0"
PARCEL NO:
zo 00
PARCEL
®
LEGAL
LEGAL
n WEST - MAIN DECK n EAST - MAIN DECK
`
1 /4" = 1'-0"
ELEVATIONS &
RENDERINGS
KEGEIVED
�106
DEPARTMENT
�1. L0SNo
OF WASgJ�
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°p 53214
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�SSIONAL
10/25/2021
9'-3"
14'-3"
7'-8" 1'-7 5'-3"
ol
CD
bo
n WEST - UPPER DECK n SOUTH - UPPER DECK n EAST - UPPER DECK
1 /4" = 1'-0" 1 /4" = 1'-0" 1 /4" = 1'4'
1'-7" 12'-8"
MASTERDECKS LLC
MASTEL836BZ
EXP 1/23
MASTERDECKS LLC
MASTEL836BZ
EXP 1/23
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Revision Schedule
Revision # Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
10/8/2021 12:36:44 PM
DRAWN BY:
Author
SCALE:
1/4" = 1'-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
ELEVATIONS &
RENDERINGS
KEGEIVED
A jtQ 1
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�
DEPARTMENT