APPROVED PLN ENG BLD BLD2021-1556+Architectural_Plan+11.16.2021_8.43.39_AM+2522000ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED
PLANS MUST BE
ON JOB SITE
Hardware and fasteners in contact with ■
preservative -treated wood shall be of
hot -dipped zinc galvanized steel, ■
stainless steel, silicon bronze or copper. 1
In the absence of manufacturer's •
recommendations a minimum of ASTM A 653 1
type G185 zinc -coated galvanized steel, or ■
■ equivalent, shall be used. 1
I I RC R317.3.1 IBC 2304.10.5.1 ■
APPROVED BY PLANNING
Dec 16 2021
NEVVBOLD PROJECT
OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
UTILITIES MAY REQUIRE A SEPERATE PERMIT.
OWNER/CONTRACTOR IS RESPONSIBLE FOR
EROSION CONTROL AND DRAINAGE
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
ENGINEERING DIVISION
APPROVED AS NOTED
12/07/2021
VV
City Of Edmonds
Building Department
JAMIE NEWBOLD
529 PINE ST
EDMONDS, WA 98020
Work
DECK
A101
COVER PAGE
Address
529 PINE ST
A102
DECK FLOOR PLANS
-------------------
-----
A102.1
DECK FRAMING PLANS
Owner
NEWBOLD
A103
FOUNDATION PLAN
Approved Date:
11 /30/2021
A104
DETAILS
--------------------------
A104.1
DETAILS
Building Official
Erg Gt�
A106
ELEVATIONS & RENDERINGS
---------------------------------
Permit Number
BLD2021-1556
----------------------------------------------
RECEIVED
Nov 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
0
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FLOOR PLAN KEY NOTES
FR 11 36" HIGH ALUMINUM POST & RAILS WITH GLASS
GUARD -RAILING SEE 1/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
"TIMBER TECH" COMPOSITE MATERIAL/PRODUCT
GENERAL FRAMING NOTES
FRAMING NOTES:
-ALL WORK TO CONFORM TO CURRENT BUILDING CODE
IRC 2018
-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
-ALL POSTS TO BE 6X6 PRESSURE TREATED HF UNLESS
NOTED OTHERWISE ON PLANS
-ADD A ROW OF BLOCKING TO THE MIDDLE OF ALL JOISTS
WITH SPANS LONGER THAT 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
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30' - 6" LU z oo
9'-7"
REAR DECK FLOOR PLAN
1/4" = 1'-0"
FRONT DECK FLOOR PLAN
1 /4" = 1'-0"
RECEIVED
Nov 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
MASTERDECKS LLC
MASTEL836BZ
EXP 1 / 23
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Revision Schedule
Revision # Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
11/10/2021 3:24:41 PM
DRAWN BY:
Author
SCALE:
1/4" = 1'-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
DECK FLOOR PLANS
A102
4'-0"
I ISD-1
FLOOR PLAN KEY NOTES
R-1 36" HIGH ALUMINUM POST & RAILS WITH GLASS
GUARD -RAILING SEE 1/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 1/A104.1
KB-2 4X4 P.T. DOUBLE KNEE BRACE PER 2/A104.1
DECKING MATERIAL
"TIMBER TECH" COMPOSITE MATERIAL/PRODUCT
P.T. 2x12" STAIR
STRINGER @ 12" O.C.
DOUBLE LEDGER
AT STAIRCASE
5" LEDGER-LOK
SCREWS REQUIRED
EXISTING HOUSE CD
CD
NO ALTERATIONS
I
DN
Q
P.T. 2x 12 " HF#2
JOIST @ 12 " O.C.
5-1/2X9"
GLB 24FV4
KB-1 KB-2 30' - 6" KB-2 KB-1
REAR DECK FRAMING PLAN
1 /4" = 1'-0"
MINIMUM 4 KNEE
BRACES REQUIRED
P.T. 2X12 HF#2
LEDGER BOARD
(�A104
4
"LUS210Z„
(TYP)
SIMPSON DTT1Z
MIN (6 LOCATIONS)
IW
HU28 SIMPSON HANGER
(n
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AT DOUBLE LEDGER
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DOUBLE JOIST FRAMING
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AROUND CHIMNEY
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SCREWS REQUIRED
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POSTS (TYP) x4
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GENERAL FRAMING NOTES
FRAMING NOTES:
-ALL WORK TO CONFORM TO CURRENT BUILDING CODE
IRC 2018
-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
-ALL POSTS TO BE 6X6 PRESSURE TREATED HF UNLESS
NOTED OTHERWISE ON PLANS
-ADD A ROW OF BLOCKING TO THE MIDDLE OF ALL JOISTS
WITH SPANS LONGER THAT 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 (4 LOCATIONS)
P.T. 2X8 HF#2
JOIST @ 16" O.0
P.T. 4X6 HF#2 BEAM
P.T. 2X8 HF#2
LEDGER BOARD 1 0
LEDGER-LOK AT
16"O.0 (STAGGER)
"LUS26Z" o
(TYP)
SD-1
0
DN 6 v
A104
4'-6" 1 5'-1"
9'-7"
P.T. 2x12" STAIR
STRINGER @ 12" O.C.
P.T. 4x4 HF#2
POSTS (TYP) x2
n FRONT DECK FRAMING PLAN CEIVED
U 1 /4" = 1'-0"
Nov 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
MASTERDECKS LLC
MASTEL836BZ
EXP 1/23
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Revision Schedule
Revision # Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
11/10/2021 3:24:43 PM
DRAWN BY:
Author
SCALE:
1/4" = 1'-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
DECK FRAMING PLANS
A102ol
GENERAL FRAMING NOTES
FRAMING NOTES:
-ALL WORK TO CONFORM TO CURRENT BUILDING CODE
IRC 2018
-ALL FRAMING MEMBERS TO BE PRESSURE TREATED
HEM -FIR #2 OR BETTER UNLESS NOTED OTHERWISE ON
• s + '
PLANS
-DECK DESIGNED FOR 60 PSF LIVE LOAD, 10 PSF DEAD LOAD
MASTERDECKS LLC
-ALL POSTS TO BE 6X6 PRESSURE TREATED HF UNLESS
NOTED OTHERWISE ON PLANS
MASTEL836BZ
-ADD A ROW OF BLOCKING TO THE MIDDLE OF ALL JOISTS
WITH SPANS LONGER THAT 8'
EXP 1/23
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
Q 0
REPORT # 1078
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FOOTING SCHEDULE
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DECK FOUNDATIONAL FOOTING PER 3/A104
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Revision Schedule
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Revision #
Date
EXISTING HOUSE
' NO ALTERATIONS
--3'-91/2"-
PROJECT CONTACT:
- ------ a° a
_
RYAN QUINN
L L
206.518.2786
F-1 H a
DATE:
LINE OF DECK ABOVE
11/10/2021 3:24:45 PM
DRAWN BY:
F-1 M
Author
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SCALE:
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PARCEL NO:
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1 REAR DECK FOUNDATION PLAN
2 FRONT DECK FOUNDATION PLAN RECEIVED
FOUNDATION PLAN
1 /411 = 1'-011
1 /411
= 1'-0"
Nov 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A103
A
MIN P.T. 2x8
JOIST
(8) #14 SCREWS
EACH END
2x8 MIN RIM JOIST
5"x5"x3/8" MOUNTING
PLATE
(4) 3/8" GALV. OR SS LAG
SCREW PRE -DRILLED WITH
1/4" PILOT HOLES AND SOAP
THREADS
6x6 BLOCKING BETWEEN
JOISTS. A34 OR A35 HANGER
FOR CONNECTION TO RIM JOIST
RAILING POST
ECKING
SECTION B-B
GUARDRAIL POST CONNECTION
3/4" = 1'-0"
PER PLAN
N
POST PER PLAN
PER PLAN (POST BASE)
UNLESS NOTED OTHERWISE
MATCH POST SIZE PER PLAN
CONCRETE FOOTING
REBAR PER PLAN EACH WAY
POUR ON UNYEILDING
SOIL
POST TO FOOTING CONNECTION DETAIL
3/4" = 1'-0"
RAIL
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
L LESS THAN
GUARD REQ' 6" DIA.\
IF MORE THAN 30'
OPEN RISERS LESS THAN 4"
GUARDRAIL STAIR DETAIL
1 /2" = 1'-0"
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"
EXISTING RESIDENCE
PROVIDE FULL HEIGHT
BLOCKING BETWEEN
FLOOR JOISTS
3-5/8" LEDGER -LOK
SCREWS PER PLAN
SEE FRAMING NOTES FOR
INSTALL SPECS.
3 AT 12" OC (1 AT 4")
5" LEDGER LOKS
REQUIRED AT DOUBLE
LEDGER LOCATIONS
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)
TYPICAL STAIR SECTION
1/2" = 1'-0"
TOP CAP
POST
1/4" TEMPERED GLASS
4" BALL MAY NOT
PASS THROUGH
DECKING
FRAMING PER PLAN
INTEGRATED "Z" FLASHING
SIMPSON JOIST
HANGERS PER PLAN
DECKING PLANKS. SEE PLAN
FOR TYPE AND SIZE
DTT1Z W/6-SD #9X1-1/2"
SCREWS TO DECK JOIST @
48" O.C.
SIMPSON "SDHW" TIMBER
SCREW, EMBEDED 3" TO HOUSE
WALL TOP PLATE OR 2x WALL STUD
MIN 10" RUN
MAX 7-3/4" RISE
P.T. 2x12 STAIR STINGER
@ 12" O.C.
DECKING (SEE PLAN FOR SIZE & TYPE)
P.T. 2x4 KICKER PLATE
3' MIN CONCRETE LANDING
RECEIVED
Nov 17 2021
DEVELOPMENT SERVICES
DEPARTMENT
MASTERDECKS LLC
MASTEL836BZ
EXP 1/23
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Revision Schedule
Revision # Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
11/10/2021 3:24:48 PM
DRAWN BY:
Author
SCALE:
As indicated
PARCEL NO:
PARCEL
LEGAL
LEGAL
DETAILS
A104
P/T WOOD BEAM
4 !1
SEE FRAMING PLAN
(BEAM SPLICE MUST
OCCUR OVER POSTS
W/ 1-1/2" MIN BEARING)
�
1/3 HEIGHT OF POST
MASTERDECKS LLC
P/T WOOD BEAM CORROSION RESISTANT
SEE FRAMING PLAN METAL COLUMN CAP
INSTALL PER MFR (SIMPSON
MASTEL836BZ
HANGER, MATCH PER
EXP 1 / 23
BEAM SIZE)
CORROSION RESISTANT
METAL COLUMN CAP
INSTALL PER MFR
(SIMPSON HANGER,
MATCH PER BEAM SIZE) 4x4 P/T HEM FIR #2
o KNEE -BRACE
p CV
iv 4x4 P/T HEM FIR #2
KNEE -BRACE (1) 1/2"x6" GALV. LAG
SCREWS W/ FL. WASHER
Q O
EMBEDED 3" MIN. INTO POST
V
(1) 1/2"x6" GALV. LAG AND COUNTERSINK TO
KNEE -BRACE (TYP)
j
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SCREWS W/ FL. WASHER
O co
EMBEDED 3" MIN. INTO POST
AND COUNTERSINK TO
Co
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KNEE -BRACE (TYP)
J
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P/T DECK POST
/
SEE FRAMING PLAN
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P/T DECK POST
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SEE FRAMING PLAN
w w
1 SINGLE KNEE -BRACE DETAIL 2 DOUBLE KNEE BRACE DETAIL
� Z z
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3/4" = 1'-0" 3/4" = 1'-0"74
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Revision Schedule
Revision #
Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
11/10/2021 3:24:50 PM
DRAWN BY:
Author
SCALE:
3/4" = 1'-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
w
tub
R 41810- �`C+
xIS1
Al. 6
11/11/2021
RECEIVED
DETAILS
Nov 17 2021
A104m1
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
30' - 6"
4'-0" 13'-6" 5'76" 7'-6"
17'-6"
UNDERCOVER SYSTEM
Level MASTERDECKS LLC
17' - 11"
MASTEL836BZ
EXP 1/23
�r7-9.
-7"
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Revision Schedule
77
14' - 0° '9,'_ o:' a 28 Revision # Date
4'-0" 5'-0" 14'-1" 14'-0"
Level _ _ Level3
1T-11" 17'-11"
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
11/10/2021 3:24:53 PM
DRAWN BY:
M M Author
—Le vel2 - Level2
9'-3" 9'-Tl �I SCALE;
0 1/4 = 1 -0
° PARCEL NO:
PARCEL
CD
M LEGAL
-
LEGAL
C?
'v
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FLL — — Grade
Lower 1 grade m Lower grade
of oil0
EAST ELEVATION n WEST ELEVATION RECEIVED — ELEVATIONS &
2 1 /4" = 1'-0" 1 /4" = 1'-0" RENDERINGS
Nov 17 2021
CITY OF EDMONDS A106
DEVELOPMENT SERVICES
DEPARTMENT