REV1 APPROVED ENG BLD RESUB1 BLD2021-1461+Architectural_Plan+5.25.2022_11.49.22_AM+2892881SVVAUN PROJECT
ENGINEERING DIVISION
APPROVED AS NOTED
jell Ul4. e. 06/02/2022
vv
!THESE PLANS HAVE REVISED THE DECK AND •
(ADDED THE DECK COVER TO THE OVERALL
jPROJECT. PLEASE ENSURE THAT THIS PLAN
IS ON SITE TO CORRECTLY DEPICT THE
iSCOPE 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
0- 'rA w
BUILDING OFFICIAL
h in ni gng*?
APPROVED DATE
EDMONDS, WA 98020
BLD2021-1461
A101
COVER PAGE
A102
DECK FLOOR PLAN
A102.1
DECK FRAMING PLAN
A102.2
ROOF AND FRAMING PLANS
RESUB
A103
FOUNDATION PLAN
A104
DETAILS
May 25 2022
A104.1
DETAILS
CITY OF EDMONDS
DEVELOPMENT SERVICES
A104.2
DETAILS
DEPARTMENT
A106
ELEVATIONS & RENDERINGS
A106.1
ELEVATIONS & RENDERINGS
REVISION
May 25 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
5
104
0
co
0
CV
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
46' - 6"
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
80
PRIVACY WALL
ON TOP OF DECK
05/18/2022
MASTERDECKS LLC
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EXP 1/23
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I Revision # I Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
5/17/2022 2:09:47 PM
DRAWN BY:
Author
SCALE:
1/4" = V-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
RESUB
May 25 2022
DECK ELQ(YR PLAN
REVISION
ka
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DEPARTMENT
5
SIMPSON ECCLR66Z
KB-1
DECK FRAMING PLAN
1 /4" = 1'-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
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
-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)
00 (LUS210-2Z @ DOUBLE
JOISTS)
PRIVACY WALL
2x 12 " HF#2 ON TOP OF DECK
JOIST @ 16 " O.C.
11 6X12" DF#1 BEAM
KB-2 KB-2
47'-0"
KB-2
6x6 HF#2
POSTS (TYP) x10
2X BLOCKING
AT BEAM LINE
05/18/2022
MASTERDECKS LLC
MASTEL836BZ
EXP 1/23
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Revision # I Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
5/17/2022 2:09:48 PM
DRAWN BY:
Author
SCALE:
1/4" = V-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
RESUB
May 25 2022
DECK OkkkiNG PLAN
A la Y 2ED S ■ 1
DEPARTMENT
GENERAL FRAMING NOTES
FRAMING NOTES:
-ALL WORK TO CONFORM TO CURRENT BUILDING CODE
EXISTING HOUSE
• 2018 INTERNATIONAL BUILDING CODE
NO ALTERATIONS` • 2018 INTERNATIONAL RESIDENTIAL CODE
•
• 2018 WASHINGTON STATE AMENDMENTS
,•, '
FASTENER NOTE:
MASTERDECKS LLC
-I.R.C. 317.3 FASTENERS FOR PRESSURE TREATED
PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL
MASTEL836BZ
BE HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL,
SILICON BRONZE OR COPPER
EXP 1 23
-"LEDGER-LOK" SCREWS SHALL BE INSTALLED PER
MANUFACTURES TECHNICAL BULLETIN AND ICC ESR
PROPOSED NEW 287 REPORT #1078
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-- EXTERIOR WALLS AND SHEARWALLS 8D @ 6" O.C.
P.T. 4X10" HF#2 BEAM ALL SUPPORTED EDGES 8D @ 6" O.C.
Revision Schedule
EXISTING HOUSE FIELD 8D @ 12" O.C.
Revision #
Date
N o 10 FOR MIN 6x6 WITH HUCQ4
104 / RAFTER CONNECTION
__--
NO ALTERATIONS
LRU21OZ (TYP)
PROJECT CONTACT:
AT RAFTER LEDGER CONNECTION
/
RYANQ UINN
206.518.2786
2x10 HF#2 RAFTER
DATE:
AT 24" O.C.
5 17 2022 2:09:50 PM
2X10LEDGER FASTENED
-
DRAWN BY:
T O FRAMING WITH 2 LO
O G
1 4" DIA x 4 1 2" -
/ /
Author
SDS TLO
SCALE:
4x10 RAFTERS ON
1/4" = V-0"
BOTH SIDES OF BUMPOUT
PARCEL NO:
PARCEL
LEGAL
LEGAL
5-1/2 x 10.5" GLB 24F-V4
— ECCQ-66SDS2.5
v
18' - $" 6x6 HF#2 POST
RESUB
MIN. 6x6 WITH HUCQ610 FOR BEAM 5 Losg
CONNECTION �A� of WA9Hl�06,
May 25 2022
ROOF ANDT°PRAMING
'
PLANS
ROOF FRAMING PLAN �� 5321420 c.
PGISTL`RV
KEVISOR-
1/4" = 1'-0" ��V
/ONALt E�yG
2
JaQ05/18/2022
S
DEPARTMENT
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
MASTERDECKS LLC
MASTEL836BZ
EXP 1/23
w
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FOOTING SCHEDULE > 00
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6'-3" 4'-9" F-1 DECK FOUNDATIONAL FOOTING PER 3/A104
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11'-7"
44' - 4"
11'-7"
11'-7"
w1m1b
NEW PATIO COVER FOOTING
05/18/2022
Revision Schedule
Revision # I Date
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
5/17/2022 2:09:51 PM
DRAWN BY:
Author
SCALE:
1/4" = V-0"
PARCEL NO:
PARCEL
LEGAL
LEGAL
RESUB
May 25 2022
FOUNDA'MN PLAN
KEVISION
ka jy2
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ED NDS
DEPARTMENT
TOP CAP
4' MAX
POST
-
1/4" TEMPERED GLASS
TOP OF DECK Z 4" BALL MAY NOT
MASTERDECKS LLC
POST PASS THROUGH
1/4" HOLE FOR
MASTEL836BZ
BLOCKING #14X1" FASCIA
EXP 1/23
SCREW (4TYP) DECKING
FASTENER W/
CUP WASHER &
BOLT CAP BOTTOM CAP
LLJ
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FRAMING PER PLAN
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MATCH POST SIZE PER PLAN
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SCREWS AT 6" (3 PER SCREWS TO 2x12 JOIST @ 48" O.C.
Revision Schedule
BAY FOR 12" O.C. JOISTS)
SEE FRAMING NOTES FOR
Revision # Date
POST TO FOOTING CONNECTION DETAIL INSTALL SPECS.
3/4" = 1'-0" SIMPSON "SDHW" TIMBER
SCREW, EMBEDED 3" TO HOUSE
WALL TOP PLATE OR 2x WALL STUD
OPEN GUARDS ON DECKS MORE THAN 30" ABOVE GRADE OR FLOOR BELOW
PROJECT CONTACT:
SHALL HAVE MEMBERS SPACED SO THAT A 4" DIA. SPHERE CANNOT PASS
THROUGH. n LEDGER CONNECTION DETAIL
RYAN QUINN
RAIL U 3/4" = 1'-0"
�10" MIN RUN FROM NOSING TO NOSING
206.518.2786
DATE:
STAIRWAY NOTES:
5/17/2022 2:09:53 PM
1. STAIRS SHALL BE NOT LESS THAN 36" IN WIDTH.
DRAWN BY:
2. STAIRWAY RISERS SHALL BE NO GREATER THAN 7 3/4".
Author
3. STAIRWAY TREADS SHALL HAVE A MINIMUM RUN OF 10". STAIR NOTES:
36" MIN 4. THE LENGTH OF RUN AND THE HEIGHT OF RISER SHALL NOT HANDRAILS ON STEPS TO HAVE ENDS
SCALE:
HEIGHT VARY MORE THAN 3/8" IN THE RUN OF THE STAIR. RETURNED AND PLACED MIN. 34" MAX.
5. OPEN RISERS ARE PERMITTED IF THE OPENINGS IS LESS THAN 4". 5- L0S Vg
As indicated
38" ABOVE STEP NOSING. THE HAND P�
6. TREAD NOSING SHALL BE NOT LESS THAN 3/4" BUT NOT MORE ti of WASH l
J�c�o61
PARCEL NO:
THAN 1-1/4" ON STAIRWAYS WITH SOLID RISERS. GRIP PORTION OF HANDRAIL SHALL ����
PARCEL
7. COMPOSITE MATERIALS MAY REQUIRE ADDITIONAL STRINGERS. NOT BE LESS THAN 1-1/2 NOR MORE THAN y
LEGAL
2" IN CROSS -SECTIONAL DIMENSION OR THE
SHAPE SHALL PROVIDE AN EQUIVALENT
LEGAL
DECK GRIPPING SURFACE. THE HANDGRIP PORTION IN 10" RUN
OF HANDRAILS SHALL HAVE A SMOOTH SURFACE �� 53214 w4
WITH NO SHARP CORNERS. RAILING SHALL NOT ��OtsTER���ti
IONAL E
PASS A 4" SPHERE. THERE SHALL BE NO MORE THAN
LESS THANDRAIL 3/8" VARIANCE BETWEEN THE TALLEST RISER MAX 7-3/4" RISE 05/18/2022
GUARD REQ' 6" DIAAND THE SHORTEST RISER ON ANY FLIGHT OF STEPS.
IF MORE THAN 30" P.T. 2x12 STAIR STINGER
LANDING SAME SIMPSON "LSCZ" @ 12" O.C.
WIDTH OF STAIRS STRINGER CONNECTORS
L4";�
RES U B
DECKING (SEE PLAN FOR SIZE & TYPE)
OPEN RISERS LESS TH36"
May 25 2022
MIN FASTEN STAIR BRACKET P.T. 2x4 KICKER PLATE
PLATE TO DECK RIM JOIST
FINISHED GRADE W/ SIMPSON "TJC37" FLAT 3' MIN CONCRETE LANDING
DEVELOHMEN DB I�ER s
PLATE BTWN EACH STRINGER
(MIN 2)
GUARDRAIL STAIR DETAIL n TYPICAL STAIR SECTION
KEVISION
P�fTa $2,04
U 1 /2" = 1'-0" U 1 /2" = 1'-0"
ED NDS
DEPARTMENT
MASTERDECKS LLC
WOOD BEAM
SEE FRAMING PLAN
MASTEL836BZ
EXP 1/23
CORROSION RESISTANT
METAL COLUMN CAP
INSTALL PER MFR
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(SIMPSON "AC4Z" OR "AC6Z"
MATCH PER BEAM SIZE)
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Revision #
Date
OF WASHj�
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WOOD BEAM
1/3 HEIGHT OF POST SEE FRAMING PLAN
(BEAM SPLICE MUST
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PROJECT CONTACT:
OCCUR OVER POSTS AL'
W/ 1-1/2" MIN BEARING)
05/18/2022
RYAN QUINN
__ -- CORROSION RESISTANT
206.518.2786
METAL COLUMN CAP
DATE:
INSTALL PER MFR (SIMPSON
"AC4Z" OR "AC6Z" MATCH PER
2X STUD FRAMING @ 16" O.0 WITH
5/17/2022 2:09:54 PM
BEAM SIZE)
TOP AND BOTTOM PLATES
DRAWN BY:
Author
4x4 HEM FIR #2
o KNEE -BRACE
SCALE:
As indicated
N
PARCEL NO:
(1) 1/2"x6" GALV. LAG
PARCEL
SCREWS W/ FL. WASHER
LEGAL :
EMBEDED 3" MIN. INTO POST
LEGAL
AND COUNTERSINK TO
KNEE -BRACE (TYP)
DECK POST
SEE FRAMING PLAN
RESUB
May 25 2022
n DOUBLE KNEE BRACE DETAIL
n WALL FRAMING DETAIL
`'
3/4" = 1'-0"
DBMS
A jaY 2EDM ■
DEPARTMENT
2x HF#2 BLOCKING (TYP)
MASTERDECKS LLC
12
IN 3
SEISMIC & HURRICANE
MASTEL836BZ
TIES H2.5A
EXP 1/23
SHEATHING
RAFTERS PER PLAN
W
2X LEDGER PER PLAN
BEAM PER PLAN
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ECCQ-66SIJ
IJ/
L.L
COVERED PATIO ADDITION
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FIELD
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M�M
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,
n BUILDING SECTION
n SKILLION LEDGER DETAIL
Revision Schedule
1/4" - 1'-0"
1/2" - 1'-0"
Revision #
Date
PROJECT CONTACT:
RYAN QUINN206.518.2786
6X6 POST
16" SQUARE OR 18" DIA ROUND
CONCRETE PLINTH
7\
DATE:
SIMPSON POST
CONCRETE FOOTING PER PLAN
5/17/2022 2:09:56 PM
BASE "MPB66Z"
DRAWN BY:
INSTALL PER MFR
(4) #4 SHORT (TOP AND BOTTOM)
Author
i 5" MIN
(4) #4 HORIZONTAL TIES
TOP OF FINISHED GRADE
SCALE:
AT 3" (SQUARE AND
indicated
DIAMOND SHAPE)
(4) #4 LONG (TOP AND BOTTOM)
P
PARCEL NO:
PARCEL
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4
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(8) #4 VERTICAL HOOKED
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PER PLAN
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PLINTH
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May 25 2022
3 MOMENT BASE DETAIL
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05/18/2022
EDMO S
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DEPARTMENT
20' - 5"
16'-5" 1'-10"1'-4"1'-11" 3'-1"
7'-0" 5'-3"
,
,
,
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MASTERDECKS LLC
MASTEL836BZ
EXP 1/23
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16' - o„ 00,
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2'-0" 16'-1"
1'-4"
5'-2" 9'-5"
Revision Schedule
1%j NJ
Revision #
Date
0
z
PROJECT CONTACT:
RYAN QUINN
206.518.2786
DATE:
5/17/2022 2:09:57 PM
DRAWN BY:
bo
Author
=_
N
N
SCALE:
1/4" = 1'-0"
PARCEL NO:
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PARCEL
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LEGAL
LEGAL
00
RESUB
III
III III
-
III
May 25 2022
5' - o"
22' 5" 3' - 7"
III
ELE 'N V5�''i'ib S &
RENDERINGS
n WEST - MAIN DECK
1 /4" = 1'-0"
n EAST - MAIN DECK
1 /4" = 1'-0"
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DEPARTMENT
MASTERDECKS LLC
MASTEL836BZ
EXP 1/23
W
00,
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Date
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PROJECT CONTACT:
0'-6" 0'-6"
RYAN QUINN
206.518.2786
n WEST - UPPER DECK n SOUTH - UPPER DECKS EAST - UPPER DECK
DATE
1 /4" = 1'-0" 1 /4" = 1'-0" 1 /4" = 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
tz
E LEVA''iMIN S &
RENDERINGS
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DEPARTMENT