APPROVED RESUB2 BLD2022-1702+Architectural_Plan+2.13.2023_7.26.49_AM+3365337ABBREVIATIONS
Acous.
Acoustical
Max.
Maximum
A.F.F.
Above Finish Floor
M.B.
Metal Bolt
Aggr.
Aggregate
Mech.
Mechanical
Al.
Aluminum
Memb.
Membrane
Approx.
Approximate
Met.
Metal
Arch.
Architectural
Mfr.
Manufacturer
A.D.
Area Drain
M.H.
Manhole
A.D.A.
Americans with
Min.
Minimum
Disabilities Act
Mir.
Mirror
Bd.
Board, Bead
Misc.
Miscellaneous
Bitum.
Bituminous
M.J.
Movement Joint
Bkp.
Backing Plate
M.L.
Module Line
Bldg.
Building
M.O.
Masonry Opening
Blk.
Block
M.R.
Moisture Resistant
Blkg.
Blocking
M.S.
Machine Screw
Bm.
Beam
Mtd.
Mounted
Bot.
Bottom
Mul.
Mullion
B.U.
Built -Up
N.
North
Cab.
Cabinet
N.I.C.
Not In Contract
C.B.
Catch Basin
No.
Number
C.J.
Control Joint
#
Number
Ceil.
Ceiling
Nom.
Nominal
Cem.
Cement
N.T.S.
Not To Scale
Cer.
Ceramic
O.A.
Overall
C.I.
Cast Iron
O.C.
On Center
Clg.
Ceiling
0. D.
Outside Diameter (dim.)
Clr.
Clear
Off.
Office
Col.
Column
O.H.
Opposite Hand
Conc.
Concrete
Opg.
Opening
Conn.
Connection
Opp.
Opposite
Constr.
Construction
O.S.
Overflow Scupper
Cont.
Continuous
PC.
Piece
Corr.
Corridor
P.C.P.
Portland Cement Plaster
Ctsk.
Countersunk
Pl.
Plate, Plastic
Dbl.
Double
Ph.
Phase
Dept.
Department
P. Lam.
Plastic Laminate
Det.
Detail
Plas.
Plaster
D
Diameter
Plywd.
Plywood
Dim.
Dimension
Pr.
Pair
Disp.
Dispenser
Pt.
Point
Dn.
Down
Ptn.
Partition
D.O.
Door Opening
P.T.
Pressure Treated
Dr.
Door
Q.T.
Quarry Tile
Dwr.
Drawer
R.
Riser, Radius
D.S.
Downspout
R.D.
Roof Drain
D.S.P.
Dry Standpipe
R.V.
Roof Vent
Dwg.
Drawing
Ref.
Reference
(E)
Existing
Refr.
Refrigerator
E.
East, Electrical
Reinf.
Reinforced
Ea.
Each
Reqd.
Required
E.J.
Expansion Joint
Resil.
Resilient
El.
Elevation
Rm.
Room
Elec.
Electrical
R.O.
Rough Opening
Elev.
Elevator
Rwd.
Redwood
Emer.
Emergency
R.W.L.
Rain Water Leader
Encl.
Enclosure
S.
South
E.P.B.
Electrical Panelboard
S.A.D.
See Architectural Drawings
Eq.
Equal
S.C.
Solid Core
Equip.
Equipment
S.C.D.
Seat Cover Dispenser
E.W.C.
Electric Water Cooler
Sched.
Schedule
Exst.
Existing
S. D.
Soap Dispenser
Expo.
Exposed
Sect.
Section
Exp.
Expansion
Sh.
Shelf
Ext.
Exterior
Shr.
Shower
F.A.
Fire Alarm
Sht.
Sheet
F.B.
Flat Bar
Sim.
Similar
F.D.
Floor Drain
S.J.
Score Joint
Fdn.
Foundation
Spec.
Specification
F.H.
Flat Head
Sq.
Square
Fin.
Finish
S.S.D.
See Structural Drawings
FI.
Floor
S.Sk.
Service Sink
Fluor.
Fluorescent
SSt.
Stainless Steel
F.C.
Face of Concrete
Sta.
Station
F.F.
Face of Finish
Std.
Standard
F.S.
Face of Studs
Stl.
Steel
Fprf.
Fireproof
Stor.
Storage
Fr.
Frame
Str.
Structural
F.R.P.
Fiberglass -Reinforced Plaster
S.T.S.
Self Tapping Screw
Ft.
Foot or Feet
Susp.
Suspended
Ftg.
Footing
Sym.
Symmetrical
Furr.
Furring
T.
Tread, Telephone
Ga.
Gauge
T.B.
Towel Bar
Galv.
Galvanized
T.C.
Top of Curb
GI.
Glass
Tel.
Telephone
G.L.
Grid Line
Ter.
Terrazzo
gwb.
Gypsum Wall Board
T.&G.
Tongue and Groove
H.B.
Hose Bibb
Thk.
Thick
H.C.
Hollow Core
T.O.P.
Top of Parapet
Hdwd.
Hardwood
T.P.
Top of Pavement
Hdwe.
Hardware
T.O.S.
Top of Steel
H.M.
Hollow Metal
T.V.
Television
Horiz.
Horizontal
T.W.
Top of Wall
H.P.
High Point
Typ.
Typical
Ht.
Height
Unf.
Unfinished
1. D.
Inside Diameter (dim.)
U.O.N.
Unless Otherwise Noted
Ins.
Insulation
U.P.S.
Uninterrupted Power Source
Jan.
Janitor
Vert.
Vertical
it.
Joint
Vest.
Vestibule
Kit.
Kitchen
W.
West
Lab.
Laboratory
W/
With
Lam.
Laminate
W.C.
Water Closet
Lay.
Lavatory
W.D.
Window Dimension
L.P.
Laminated Plastic
Wd.
Wood
Lt
Light
W/O
Without
W.O.
Where Occurs
W.P.
Waterproof
W.R.
Water Resistant
W.S.
Wood Screw
Wsct.
Wainscot
Wt.
Weight
GENERAL NOTES
1. All work shall conform to the requirements of the City and State of Seattle, Washington and the
International Building Code, 2018 Edition and with the requirements of other agencies having
jurisdiction.
2. One copy of all building permits shall be submitted to the Architect.
3. Contractor shall verify all conditions and measurements at the project site. Any discrepancies with
project drawings or documents shall be reported to the Architect.
4. All existing construction to remain shall be repaired to be in working condition, unless otherwise
noted.
5. All dimensions are to finish face of masonry, face of concrete, centerline of steel, face of millwork,
or fixtures unless otherwise noted. Dimensions are not adjustable without architect's approval unless
noted as "+/-". Verify dimensions marked W.I.F." prior to commencement of construction and notify
architect in writing of any inconsistencies.
6. All dimensions, notes and details shown on one portion of a drawing shall apply typically to all
opposite hand and/or conditions unless otherwise noted.
7. Contractor shall not scale drawings. Dimensions shall govern. Drawings at a large scale shall take
precedence over drawings of a small scale. Details shall govern over plans, sections and elevations.
8. Contractor shall verify rough opening requirements with manufacturer's unit dimensions and
requirements. Provide blocking or shims as required for installation. Where conditions prevent
provision of required rough opening, specifics of the situation shall be reported in writing to the
Architect.
9. All mounting of equipment, fixtures or accessories - including wall, floor and ceiling installation -
shall be as required to meet provisions of the International Building Code and Washington Building
Code, 2018 Editions and manufacturer's instructions. In cases of differences contractor shall notify
architect in writing. All casework shall be secured to support blocking at walls.
10. Contractor shall notify architect immediately of all utilities determined in the course of
construction as being necessary to be removed which have not otherwise been noted for removal.
Contractor shall remove such utilities only after consultation with the architect and owner. All utilities
removed shall be disconnected, cut back to source and capped. All penetrations created by the
removal of utilities shall be sealed to match
adjacent construction and finishes.
11. Delays resulting from failure to supply submittals and information shall be the responsibility of
the General Contractor. Appropriate stepsshall be taken to make up lost time.
12. Contractor shall maintain project identification sign as per Architect's direction.
13. Contractor shall protect area and new or existing materials and finishes from damage which may
occur from construction, demolition, dust, water, etc. and shall provide and maintain temporary
barricades, closure walls, etc., as required to protect the public during the period of construction.
Damage to new and existing materials, finishes, structures, and equipment shall be repaired or
replaced to the satisfaction of the Owner at the expense of the General Contractor.
14. Work areas are to remain secure and lockable during construction.
15. Contractor shall remove all rubbish and waste materials of allsub contractors and trades on a
daily basis and shall exercise strict control over job cleaning to prevent any dirt, debris or dust from
affecting any finished areas in or outside the job site. Burning of debris on the site shall not be
permitted.
16. Upon completion, the Contractor shall leave the premises and all affected areas clean and in an
orderly manner ready for move -in. This is to include cleaning of all glass (including inside of exterior
glass) and frames, both new and existing.
17. Contractor shall not proceed with any work requiring additional compensation beyond the
contract amount without written authorization from the architect or owner's representative. Failure to
obtain written authorization shall invalidate any claim for additional compensation.
MATERIAL DETAIL PATTERNS
Framing Lumber
Brick
Finish Wood
Plywood
Sheathing
Batt Insulation
Gypsum Board
Rigid Insulation
Concrete Block
Concrete
Sand
Self Compacted Fill/Gravel
Fill
Ceramic Tile
Steel
Grout
Stucco
IT1T111T1TIT1T1Tl?1TTT1T
GENERAL REFERENCE
Note: Additional legend and symbol references appear throughout the drawings for
additional parts of the work, such as landscaping, building elevations, roof plans, ceiling
plans, mechanical and electrical drawings.
A
IM
View Number
S
i
Al 01
Sheet Number
1 Ref --w— View Number
i a
fr rr
1 A101 .1
1 Ref Sheet Number
1 SIM Detail Number
A101
Sheet Number
I
Detail Area
Detail Cut Lir
ii
SIM
Room name
101 L-W Roam Number
BUILDING REFERENCE GRID
Grid line
Section
Interior Elevation
VICINITY MAP
S
of
17140 SEA LAWN DR, EDMONDS, WA 98026
PROJECT INFORMATION
t r.a sr soy
Parcel ID: 00566100000200
Detail Callouts Owner: Matthew Paula M
Use Code: 111 Single Family Residence - Detached
Size (Gross Acres):0.32
Tax Code Area: 00217
Neighborhood: 1504000
�11lall Type Tag
SEA LAWN TERRACE DIV B BLK 000 D-00 - LOT 2
Door Tag 1 Story w/ Basement
Built: 1967
Room Tag
PROJECT DESCRIPTION:
REPLACE EXISTING ROTTING JOISTS WITH NEW GLULAM JOISTS.
REPLACE WOOD DECKING WITH COMPOSITE DECKING.
Centerline ADD STRUCTURAL SUPPORT POSTS AND EXPAND DECK ON NW CORNER.
ADD METAL RAILING ON ALL NEW DECKING.
North Arrow
Reference Grid
Wall aligned to
face of Grid Line
I
B _ Wall centered
between Grid
Lines
0
C Wall not on grid
as per dimension
J - Dim. to center
U
F.S.: Dim. to Face of Stud
u_ F.W.: Dim. to Face of Wall Assembly
F.C.: Dim. to Face of Concrete
SHEET LIST
Sheet List
Sheet Number Sheet Name
A101
Title Sheet
A102
Site Plan
A103.2
Proposed Second Floor Deck
A106
Building Sections
A105
Structural Details
A104
Deck Framing Plan
A107
Post Locations
A103.1
Existing Deck
A102.1
Elevations
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
City Of Edmonds
Building Department
------------
Work DECK
Address 17140 SEALAWN DR
Owner MATTHEW
Approved Date 2/21 /2023
Building Official W. X
--------------
Permit Number BLD2022-1702
DATE
REV1
REV2
REV3
REW
REV5
REVISIONS
.'AGES - CHANGES
�H
D E S I G N
Kim Hope Design & Build, LLC
17053 44th Ave NE
Lake Forest Park, WA 98155
Phone: (206) 427-0599
PROJECT MANAGER: Kim Hope
kim@kimhopedesign.com
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RESUB
Feb 13 2023
CITY OF EDMONDS
ISSUES & REVISIONS DEVE DOPMENT
PARTMENRVICES
No. Description Date
P-1
Paula Matthew
Title Sheet
Project number 22
Date 11 /20/2022
Drawn by Kim Hope
Checked by Jon Connor PE, SE
A101
Scale
2
N
Co
N
co
co
N
0
N
N
Third Floor Peak
27'-4 1 /4"
Main Level Roof
23'-9 3/4"
Third Floor
16'-9"
Second Floor Deck
9'-9"
Gr0U n0 V
South
1/4" = 1'-0"
K
D E S I G N
Kim Hope Design & Build, LLC
17053 44th Ave NE
Lake Forest Park, WA 98155
Phone: (206) 427-0599
PROJECT MANAGER: Kim Hope
kim@kimhopedesign.com
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Feb 13 2023
CITY OF EDMONDS
ISSUES & REVISIONS DEVE DOPMENT
PARTMENRVICES
No. Description Date
Paula
Matthew
Elevations
Project number
22
Date
11 /20/2022
Drawn by
Author
Checked by
Checker
Al
02.1
Scale
1 /4" = 1'-0"
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00
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3/8" = 1'-0"
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D E S I G N
Kim Hope Design & Build, LLC
17053 44th Ave NE
Lake Forest Park, WA 98155
Phone: (206) 427-0599
PROJECT MANAGER: Kim Hope
kim@kimhopedesign.com
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Feb 13 2023
CITY OF EDMONDS
ISSUES & REVISIONS DEVE DOPMENT
PARTMENRVICES
No. Description Date
Paula Matthew
Existing Deck
Project number 22
Date 11 /20/2022
Drawn by Kim Hope
Checked by Jon Connor PE, SE
Al 03.1
Scale 3/8" = 1'-0"
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EXISTING RESIDENCE
2
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Kim Hope Design &Build, LLC
(E) HOUSE EXTERIOR WALL 17053 44th Ave NE
FIRST FLOOR ADD (N) POST &FOOTING Lake Forest Park, WA98155
-d° Phone: (206) 427-0599
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kim@kimhopedesign.com
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55-7 1 /2"
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EXISTING RESIDENCE
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�?URAL
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WALL SECOND FLOOR A105
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13'-10"
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Feb 13 2023
OPMENT
CITY OF EDMONDS
N DEC ISSUES & REVISIONS DEVE D PARTMENRVICES
No. Description Date
CV
UP
6 4
a� A105 A105 co
Cn
N DECK
Paula Matthew
3
105 Proposed Second
23'-7" 12'-6" 20'-8 1 /4" Floor Deck
Project number 22
58'-0 1 /2" Date 11 /20/2022
Drawn by Kim Hope
Checked by Jon Connor PE, SE 2E
n Second Floor Dimensioned Al 000
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Scale 3/16" = 1'-0"
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L /AIL VI LL `W IV V.V.
3.5"x12" GLB (24F-V4)
NOTE: ALL FASTENERS INTO TREATED
LUMBER SHALL BE HOT DIP GALVANIZED
-ALL CONNECTORS IN CONTACT WITH TREATED
LUMBER SHALL BE G185 GALVANIZED
Joist Detail Dimensioned
3/8" = 11-011
DECK TENSION TIE,
_Y SPACED, EACH
K
D E S I G N
Kim Hope Design & Build, LLC
17053 44th Ave NE
Lake Forest Park, WA 98155
Phone: (206) 427-0599
PROJECT MANAGER: Kim Hope
kim@kimhopedesign.com
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RESUB
Feb 13 2023
CITY OF EDMONDS
IOPMENT S S U E S & REVISIONS DEVE D PARTMENRVICES
No. Description Date
Paula Matthew
Deck Framing Plan
Project number 22
Date 11 /20/2022
Drawn by Kim Hope
Checked by Jon Connor PE, SE
Al 04
Scale 3/8" = 11-011
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(N) COMPOSITE DECKING
000
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HDGOLCG
TYP 2 X 12"
6 X 12"
2 X 12 JOIST
SCREWS @
JOIST PER PLAN
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GLULAM
STAGGERED SPACING
GLULAM BEAM �
BEAMS
PER PLAN
AC6Z 18 GAUGE
_ 0 2X12" (TYP) JOIST
2 POST BEAM CONNECTION
° (1 PER SIDE)
3 1/2" LEDGER LOK
D E S I G N
DECORATIVE OPTION:
SCREWS (TYP)
SIMPSON APT KNEE BRACE 36"
Kim Hope Design & Build, LLC
4X4 PT 5 1/2" LEDGER
LOCKS (TYP)
MIN 3/4 CLR
TO BOT SCREW (N) LEDGER
H2.5 @ EA JOIST
17053 44th Ave NE
Lake Forest Park, WA98155
ON BOTH SIDES
Phone: (206) 427-0599
LUS21-2 @ (N) GLULAM
6X6 PT POST PER PLAN
BEAM (TYP)
PROJECT MANAGER: Kim Hope
kim@kimhopedesign.com
TYP 4x4" POST PER PLAN
3 POST TO BEAM DETAIL
n BLOCKING DETAIL SECTION
JOIST TO BEAM CONNECTION
1 1/2" = V-0"
1 1/2" = V-0"
1 1/2" = 1'-0"
PT POST & POST BASE
h 6X6 TYP
(10
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POST BASE CONNECTION
CBSQ-66-SDS BRACKET
(E) WALL STUD
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COMPOSITE DECKING
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3:
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2X12" JOIST (TYP)4-0
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2X12" DECK JOIST
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LUS212 EA JOIST TYP
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BOT OF LEDGER
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STAGGERED SPACING
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44672
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n FOOTING DETAIL
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2/10/2023
RESUB
Feb 13 2023
CITY OF EDMONDS
ISSUES & REVISIONS DEVE
DOPMENT
PARTMENRVICES
ol Lo'No.
13'-2"
Description
Date
ol
STAIR WIDTH - 4'
4x4" (TYP)
TYP RISE - 7 1/2"POST
11 10 - RUN TYP
HANDRAIL HEIGHT - 3'
Paula Matthew
3" TYP SPACING
d
LUS212 BRACKET
BETWEEN CABLES
a
GALVANIZED (TYP)
Structural Details
(N) 4X4" POST PT
° a a °
6" O.C.°
#4 REBAR @A105
a°
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° EACH WAY Y
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Project number 22
-
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Date 11 /20/2022
Drawn by Kim Hope
-
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checked by Jon Connor PE, SE
2
ADD (N) FOOTING
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n Ground
PER PLAN
n TAIR DETAIL
1 1/2" = V-0"
1 1/2" = V-0"
1/4" = 1'-0"
Scale As indicated
CD
N
N
Third Floor Peak
27'-4 1 /4"
i Level Roof
23'-9 3/4"
Third Floor
16'-9"
Floor Deck
91-911
Section 1
1/4" = 1'-0"
\1 YI T/\T 1 VV 1 V V 1 1 1 1 T/\V 1..J L%IIVI
TO SUPPORT STAIR RUN L —J
1 Section 2
1/411 = 1'-011
Third Floor Peak A -�
'-4 1 /4" V
sl Roof
'-9 -W V
d Floor
16'-911
Ir Deck �
9'-91
I
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W'-�
K
D E S I G N
Kim Hope Design & Build, LLC
17053 44th Ave NE
Lake Forest Park, WA 98155
Phone: (206) 427-0599
PROJECT MANAGER: Kim Hope
kim@kimhopedesign.com
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Feb 13 2023
CITY OF EDMONDS
ISSUES & REVISIONS DEVE DOPMENT
PARTMENRVICES
No. Description Date
Paula Matthew
Building
Sections
Project number
22
Date
11 /20/2022
Drawn by
Kim Hope
Checked by
Jon Connor PE, SE
Al
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Scale
1 /4" = 1'-011
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Post Locations
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(N) POST & FOOTING
UNDER STAIRS
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K
D E S I G N
Kim Hope Design & Build, LLC
17053 44th Ave NE
Lake Forest Park, WA 98155
Phone: (206) 427-0599
PROJECT MANAGER: Kim Hope
kim@kimhopedesign.com
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2/10/2023
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Feb 13 2023
CITY OF EDMONDS
ISSUES & REVISIONS DEVE DOPMENT
PARTMENRVICES
No. Description Date
Paula Matthew
Post Locations
Project number 22
Date 11 /20/2022
Drawn by Kim Hope
Checked by Jon Connor PE, SE
Al 07
Scale 3/8" = 1'-0"
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