APPROVED BLD REV 1 BLD2021-1556+Architectural_Plan+2.15.2022_12.57.36_PM+2682043REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
E r iIIIIio& Ca4^tfoer
BUILDING OFFICIAL
Feb 18 2022
APPROVED DATE
Revision of front porch footings and
framing only
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NEVVBOLD PROJECT
JAMIE NEWBOLD
529 PINE ST
EDMONDS, WA 98020
A101
COVER PAGE
A102
DECK FLOOR PLANS
A102.1
DECK FRAMING PLANS
A103
FOUNDATION PLAN
A104
DETAILS
A104.1
DETAILS
A106
ELEVATIONS & RENDERINGS
REVISION
Feb 15 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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REAR DECK FLOOR PLAN
1/4" = 1'-0"
30'-6"
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
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Eris. c4wf?....r
BUILDING OFFICIAL
Feb 18 2022
APPROVED DATE
FRONT DECK FLOOR PLAN
1 /4" = 1'-0"
REVISION
Feb 15 2022
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:
2/10/2022 3:59:24 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
DN
Q
P.T. 2x 12 " HF#2
JOIST @ 12 " O.C.
5-1/2X9"
PT 6X10 DF#1
PT 6X12 HF#1
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
"LUS210Z"
(TYP)
SIMPSON DTT1Z
MIN (6 LOCATIONS)
HU28 SIMPSON HANGER
AT DOUBLE LEDGER
DOUBLE JOIST FRAMING
AROUND CHIMNEY
5" LEDGER-LOK
SCREWS REQUIRED
P.T. 6x6 HF#2
POSTS (TYP) x4
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
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
Erie C4wf &r
BUILDING OFFICIAL
Feb 18 2022
APPROVED DATE
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P.T. 2X8 HF#21
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A104
5'-0"
5'-0"
P.T. 2x12" STAIR
STRINGER @ 12" O.C.
10'-0"
LINE OF EXISTING
CONCRETE STAIR BELOW
P.T. 4x4 HF#2
POSTS (TYP) x2
FRONT DECK FRAMING PLAN
Feb 15 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
MASTERDECKS LLC
MASTEL836BZ
EXP 1/23
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Revision # Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
2/10/2022 3:59:25 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
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
FOOTING SCHEDULE
F-1 DECK FOUNDATIONAL FOOTING PER 3/A104
a
EXISTING HOUSE
NO ALTERATIONS
--3'-91/2"—
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2'-3"
8'-0" 10'-0" 8'-0" 2'-3"
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EACH WAY (EPB44 OK)
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LINE OF DECK ABOVE
26' — 0".
REVISION
1 REAR DECK FOUNDATION
PLAN
FRONT DECK FOUNDATION PLAN
1/411 = 1 -0
1 /4
= 11-011Feb
15 2022
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:
2/10/2022 3:59:26 PM
DRAWN BY:
Author
SCALE:
1/4" = 1'-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
FOUNDATION PLAN
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
- LESS THAN
GUARD REQ' 6" DIA.\
IF MORE THAN 30'
OPEN RISERS LESS THAN 4"
GUARDRAIL STAIR DETAIL
1 /2" = 1'-0"
10" 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
3/411 - 11-011
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
2 STAIR STINGER
C.
(SEE PLAN FOR SIZE & TYPE)
KICKER PLATE
ONCRETE LANDING
REVISION
I OFEDMONDS
DEVELOPMENT SERVICES
MASTERDECKS LLC
MASTEL836BZ
EXP 1/23
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Revision Schedule
Revision # Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
2/10/2022 3:59:28 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
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EMBEDED 3" MIN. INTO POST
V
(1) 1/2"x6" GALV. LAG AND COUNTERSINK TO
KNEE -BRACE (TYP)
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SCREWS W/ FL. WASHER
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EMBEDED 3" MIN. INTO POST
AND COUNTERSINK TO
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KNEE -BRACE (TYP)
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SEE FRAMING PLAN
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P/T DECK POST
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SEE FRAMING PLAN
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1 SINGLE KNEE -BRACE DETAIL 2 DOUBLE KNEE BRACE DETAIL
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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:
2/10/2022 3:59:29 PM
DRAWN BY:
Author
SCALE:
3/4" = 1'-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
REVISION
Feb 15 2022
DETAILS
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A104m 1
30' - 6"
4'-0" 13'-6" 5'76" T-6"
17'-6"
UNDERCOVER SYSTEM
Level MASTERDECKS LLC
17' - 11"
MASTEL836BZ
EXP 1/23
10'-0"
5'-0" 5'-0"
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Revision Schedule
14' o° s' s Revision # Date
- - u 28' � �1
5'-0" 4'-6" 14'-1" 14'-0"
- all-evel3 — — Level
17'-11" 1T-11"
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
2/10/2022 3:59:30 PM
DRAWN BY:
L
M Author
-Level - Level2
9'-3" 9'-3" �I SCALE; 11
0 1/4 = 1 -0
° PARCEL NO:
PARCEL
LEGAL
-
LEGAL
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— — Grade —
��� Lower 1 grade 09L I Lower grade
0-0 0
EAST ELEVATION n WEST ELEVATION ELEVATIONS &
2 1/4" - 1'-01V `' 1/4" = 1'-0" REVISION RENDERINGS
Feb 1 E 2022A106
CITY OF DMONDS
DS
DEVELOPMENT SERVICES