APPROVED BLD FIR RESUB3 BLD2023-0640+Architectural_Plan+5.23.2024_3.43.23_PM+4279511KOH RES
DENCE
15604 75th PL W, Edmonds, WA 9802
Vicinity Map
NORTH EDMONDS EARTH
SUBSIDENCE & LANDSLIDE
HAZARD AREA (ESLHA)
yk
Project Information
Project Description: New 3,000 +/- SF single family residence with attached 500
SF garage. New driveway across already -created access
easement on site.
Contact Information
Owner: Yvette Sylvia Ann Xavier +
Michael Koh Beng Chye
12 Jalan Setiakasih 1, Damnsara Heights
54090 Kuala Lumpur, Malaysia
t: 616-634-1293
email: michael.yvette@gmail.com
Applicant/Architect: Motionspace Architecture + Design PLLC
Contact: Nazim Nice
3104 Western Avenue #107
Seattle Washington 98121
t: 206.204.0490
email: nazim@motion-space.com
www.motion-space.com
Structural Engineer: TSE Engineering
Keith Ryan, P.E.
12810 N.E. 178th St Suite 218
Woodinville, WA, 98072
t: 425-481-6601
email: keith@tse-aep.com
Civil Egineer: BRH - Land Surveyors & Civil Engineers
Contact: Jay Decker
2009 Minor Ave East
Seattle WA 98102-3513
t: 206-323-4144
email: jayd@brhinc.com
Landscape Consultant: Altmann - Oliver Associates
Simone Oliver
35625 NE 80th St
Carnation, WA 98014
t: 425.333.4535
email: simone@altoliver.com
Geotechnical Engineer: Nelson Geotechnical Engineering
Contact: Alex B. Rinaldi
17311 135th Ave NE #A-500
Woodinville, WA, 98072
t: 425.523.8638 o: 425.486.1669
email: alexr@nelsongeotech.com
Arborist: Lonnson Arbor Care
Contact: Lonnie Olson
2616 169th Street SE
Bothell, WA 98012
t: 425-891-1741
email: lonnson@juno.com
Codes Used
All construction to be done in accordance with the code versions
listed below, and all local codes as applicable.
2018 IRC (Architectural)
2018 IBC (Structural)
2018 Washington State Energy Code
Building Data
OCCUPANCY: R-3
CONSTRUCTION TYPE: VB - WOOD FRAMED
SPRINKLERED: NFPA 13D (DEFERRED SUBMITTAL)
Abbreviations
@
At
LB
Lag Bolt
AB
Anchor Bolt
LL
Live Load
ABV
Above
LT
Light
AC
Air Conditioning
LTG
Lighting
ADJ
Adjacent
LVR
Louver
ANCH
Anchor
LT WT
Light Weight
APPROX
Approximate (ly)
LVL
Microlam Laminated
ARCH
Architect (ural)
Veneer Lumber
AUTO
Automatic
AW
Awning
MAX
Maximum
MECH
Mechanical
BF
Bottom Flush
MED
Medium
BLDG
Building
MFR
Manufacturer
BM
Beam
MIN
Minimum
BOT
Bottom
MISC
Miscellaneous
BRIG
Bearing
MTL
Metal
BTWN
Between
MW
Microwave
C
Casement
NEC
Necessary
CB
Catch Basin
NIC
Not in Contract
CFM
Cubic Feet Per Minute
NTS
Not to Scale
CJ
Ceiling Joist
CLG
Ceiling
O/
Over
CLR
Clear
OD
Outside Diameter
CNTR
Center
OC
On Center
COL
Column
OH
Overhead
CONIC
Concrete
OPP
Opposite
CONST
Construction
OV
Oven
CONT
Continuous
CONTR
Contractor
PC
Pipe Column
COORD
Coordinate
PLAM
Plastic Laminate
PLYWD
Plywood
D
Dryer
PSF
Pounds per Square Foot
DB
Drop Beam
PSI
Pounds per Square Inch
DEMO
Demolition
PSL
Parallam Parallel Strand Lumber
DHW
Domestic Hot Water Heater
PT
Point
DIA
Diameter
PT
Pressure Treated
DIM
Dimension
PTD
Painted
DL
Dead Load
PWR
Power
DN
Down
DRY
Dryer
QTY
Quality
DS
Downspout
QUANT
Quantity
DW
Dishwasher
DWG
Drawing
R
Range or Replace
RD
Roof Drain
EW
Each Way
REINF
Reinforcing
E
Existing
REQ'D
Required
EA
Each
REF
Refrigerator
EG
Egress
REV
Revision
ELEC
Electrical
RF
Roof
EM
Electric Meter
RFG
Roofing
EQ
Equal
RS
Reverse Swing
EQUIP
Equipment
RM
Room
EXH
Exhaust
RO
Rough Opening
EXIST
Existing
EXP
Expansion
S
Sink
EXT
Exterior
SC
Solid Core
SCH
Schedule
FD
Floor Drain
SCHED
Schedule
FDN
Foundation
SECT
Section
FIN
Finish
SF
Square Foot
FJ
Floor Joist
SG
Safety Glazing
FL
Floor
SH
Single Hung
FO
Face Of
SIM
Similar
FOIC
Furnished by Owner, Installed
SI
Sliding Window Or Door
by Contractor
SPEC
Specification
FT
Foot
SPF
Spruce, Pine, Fir
FTG
Footing
SQ
Square
FURN
Furnace
SQ FT
Square Foot
SS
Stainless Steel
GA
Gauge, Gage
S&R
Shelf And Rod
GALV
Galvanized
STD
Standard
GC
General Contractor
STL
Steel
GEN
General
STRUCT
Structural
GL
Glass
SYM
Symmetrical
GM
Gas Meter
GR
Grade
TF
Top Flush
GWB
Gypsum Wallboard
T&G
Tongue and Groove
TEMP
Temporary, Temperature
HB
Hose Bib
THK
Thick
HC
Hollow Core
TOC
Top of Concrete
HDR
Header
TOG
Together
HDW
Hardware
TOW
Top Of Wall
HORIZ
Horizontal
TYP
Typical
HR
Hour (Fire Resistant Rating)
HT
Height
UNO
Unless Noted Otherwise
HVAC
Heating, Ventilation & AC
UON
Unless Otherwise Noted
IG
Insulated Glass
VAR
Varies
IN
Inch
VENT
Ventilation
INCL
Including
VERT
Vertical
INFO
Information
VG
Vertical Grain
INSUL
Insulating, Insulation
VIF
Verify in Field
INT
Interior
ISG
Insulated Safety Glass
W
Washer
W/
With
JT
Joint
W/O
Without
WASH
Clothes Washer
KID
Kiln Dried
WD
Warming Drawer
KP
King Post
WM
Water Meter
WS
Wire Shelving
LAM
Laminate(d)
WWM
Welded Wire Mesh
LAV
Lavatory
#
Number or Pound(s)
Approved
DFM ohr%s Burt
South County Fire
Date: 05/28/2024
05-28-2024 '
RESUB 3 PLAN REVIEW
NOTES: APPROVED WITH CONDITIONS:
1. A SEPARATE PERMIT SUBMITTAL FOR A
RESIDENTIAL SPRINKLER SYSTEM IS REQUIRED. A
RECOMMENDED FLOW -THROUGH DESIGN WILL
MEET SPECIFICATIONS AND REDUCE EQUIPMENT
AND CONTINUAING MAINTENANCE REQUIRMENTS.
PROVIDE A MINIMUM COMBINATION WATER SERVICE
OF ONE INCH (1") METER AND ONE AND ONE HALF (1
1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC
AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A
SMALLER SERVICE.
2.4 INCH ADDRESS CHARACTERS WITH 1/2 INCH
STROKE TO BE INSTALLED ON THE HOUSE VISIBLE
FROM THE STREET IN CONTRASTING COLOR TO THE
BACKGROUND. ADDITIONAL ADDRESS SIGNS MY BE
REQUIRED IF NOT VISIBLE FROM THE STREET.
DFM BURT
Special Inspections
Special Inspections are required for this project. See Special Inspection Testing
Agreement included in the permit submittal package.
Otto Rosenau and Associates (Contact: Carley Trammell, 206.725.4600)
• Structural Steel / Welding
• High Strength Bolting
• Auger Cast Concrete Piles
• High Strength Concrete
Nelson Geotechnical Associates (Contact: Alex Rinaldi, 425.523.8638)
• Soils
Symbols General Notes
ALL WORK SUBJECT
Centerline
TO FIELD
INSPECTION FOR
S I M '
1
'
Section Referenced to Drawing
Example: Section 1 on Drawing Sheet Al01
CODE COMPLIANCE
10
1 SIM
OBTAIN ELECTRICAL
Elevation Referenced to Drawing
PERMIT FROM
STATE LABOR &
(A1.0
Example: Elevation 1 on Drawing Sheet A1.0
INDUSTRIES
4�SIM
Detail Referenced to Drawing
Example: Detail X on Drawing Sheet X.XX
APPROVED
PLANS MUST BE
A01
Window Number
ON JOB SITE
101
Door Number
Please obtain a separate
Floor Elevation plumbing permit from the.
SD
Smoke Detector City of Edmonds.
CD
Combined Smoke and Carbon Monoxide Detector
FD
Floor Drain
ffilExhaust
Fan
Fiberglass Insulation
Rigid Insulation
Poured Concrete
®
Plywood
Wood Framing
Shim or Blocking
Finished Wood
Granular Fill
0
Earth (undisturbed)
0
Earth (fill)
0
Wood Framed Wall
Utilities
--W-- WATER
--SS-- SANITARY
SEWER
--E-- ELECTRICAL
--T-- TELEPHONE
--TV-- CABLE TV
--TL-- STORM DRAIN (tight line)
--FL-- FOUNDATION DRAIN LINE (open)
Dimension Notes
At new construction, all dimensions are to face of framing, face of concrete,
center line of columns, and centerline of windows and doors, u.n.o.
At existing construction, dimensions are to finish face of materials u.n.o..
Plot plan dimensions may be rounded off - see architectural plans for true dimensions
Section R304 Minimum Room Areas
R304.1 Minimum Area. Habitable rooms shall have a floor area of not less than
70 sq ft.
Exception: Kitchens.
R304.2 Minimum Dimensions. Habitable rooms shall be not less than 7' in any
horizontal dimension.
Exception: Kitchens.
Section R305 Ceiling Height
R305.1 Minimum Height. Habitable space, hallways and portions of basements
containing these spaces shall have a ceiling height of not less than 7'.
Bathrooms, toilet rooms and laundry rooms shall have a ceiling height of not less
than 6-8'I inches.
Exceptions:
1. For rooms with sloped ceilings, the required floor area of the room shall
have a ceiling height of not less than 5' and not less than 50% of the
required floor area shall have a ceiling height of not less than 7'.
2. The ceiling height above bathroom and toilet room fixtures shall be such
that the fixture is capable of being used for its intended purpose. A shower
or tub equipped with a showerhead shall have a ceiling height of not less
than 6-8" inches above an area of not less than 30" by 30" at the
showerhead.
3. Beams, girders, ducts or other obstructions in basements containing
habitable space shall be permitted to project to within 64'I inches of the
finished floor.
R305.1.1 Basements. Portions of basements that do not contain habitable
space or hallways shall have a ceiling height of not less than 6'-8".
Exception: At beams, girders, ducts or other obstructions, the ceiling height
shall be not less than 6'4" from the finished floor.
GENERAL
1. All smoke detectors in areas of new construction shall be interconnected to a device
audible in sleeping areas and receive their primary power from the building wiring.
Battery backup is required. Smoke detectors to be located per approved plans and
following manufacturer's instructions.
2. Buildings should have approved address numbers, building numbers, or approved
building identification placed in a position that is plainly legible and visible from the street
or road fronting the property. The numbers shall contrast from their background.
Numbers shall be a minimum of 4" high and have a minimum stroke width of 1/2".
3. Usable space under stairs shall be lined with 1/2" type-x GWB and fire taped. Provide
fire blocking between studs in line with stair stringers and between stair stringers.
4. Guardrails must be 36" high min. and constructed to resist a 200 PLF force at right angle
to the top rail and a 50 PSF load for infill components. The max opening shall be such
that a 4" dia. sphere cannot pass through. Guardrails to be located at surfaces 30" or
more above grade.
5. All appliances to be installed per manufacturer's instructions.
6. Provide minimum 26GA flashing and counter flashing where roof meets vertical surface.
7. Dampproof walls below grade per approved method.
8. Lead paint removal shall be done according to the current RRP (Renovation, Repair, and
Painting) rules as defined by the EPA and the State of Washington.
FRAMING
1. Foundation plates shall be pressure treated and 6" min. above finish grade.
2. Provide 18" min clearance from grade to bottom of floor joists and a min. of 12" to bottom
of girders.
3. Structural panel components of the structure such as softwood, plywood, particle board,
wafer board, and oriented strand board shall be identified as "exposure 1,11 "exterior," or
Thud approved."
4. When there is usable space both above and below the concealed space of a floor/ceiling
assembly, draft stops shall be installed so that the area of the concealed space does not
exceed 1,000SF. Fire blocking shall be provided to cut off all concealed draft openings
and to form an effective fire barrier between stories, and between a top story and the roof
space.
5. All combustible materials surrounding a masonry fireplace shall be separated from the
masonry per current code. Combustible material around a prefabricated fireplace shall
meet code requirements and manufacturer's requirements.
6. Required attic access openings shall be rough framed to a minimum of 30" x 22" and
have a minimum unobstructed headroom of 30"
7. All wood in contact with concrete or masonry shall be pressure -treated with an approved
preservative or (2) layers of asphalt impregnated building paper shall be provided
between untreated wood and concrete or masonry.
MECHANICAL & ENERGY & PLUMBING
1. All exterior joints shall be sealed, caulked, gasketed, or weather stripped to limit air
leakage at the following locations: window and door frames, openings between walls and
foundations, between wall and roof, openings at penetrations of utility services, and all
other openings in the building envelope.
2. Insulate and weatherstrip all attic hatches and doors.
3. Exhaust hood systems capable of exhausting in excess of 400 cubic feet per minute
shall be provided with makeup air at a rate approximately equal to the exhaust air rate.
Such makeup air systems shall be equipped with a means of closure and shall be
automatically controlled to start and operate simultaneously with the exhaust system.
4. Programmable thermostats shall be installed at all forced air heating and cooling
equipment devices.
5. All plumbing fixtures to meet the following standards:
• Lavatory Faucets: 1.2 GPM
• Showerheads: 1.8 GPM (combined per valve)
• Toilets: 1.28 GPF (avg for dual flush)
• Kitchen Faucets: 1.8 GPM (temporary increase to 2.2 GPM permitted)
6. Water Heaters: Secure water heater to adjacent walls with metal strapping to meet all
codes.
7. Hose Bibs: Exterior hose bibs shall be of no freeze type with vacuum breaker.
CONTRACTOR NOTES
1. Do not scale off the drawings for construction purposes. If a dimension is not provided in
the drawings, the contractor shall notify the architect before proceeding with work.
2. Drawings are for reference only. The contractor is responsible for and in charge of
means, methods, sequences of construction, safety issues, and fulfilling the
requirements of the applicable building codes.
3. In the event of discrepancies in this plan set among architectural plans, structural plans,
existing conditions, building codes, or any other information provided, the contractor shall
notify the architect before proceeding with work. Any work performed prior to consulting
the architect that is found to not conform to the contract documents shall be corrected at
the contractor's expense. Contractor and/or owner -initiated changes shall be submitted in
writing to the architect for approval prior to fabrication or construction. Changes shown
on shop drawings only will not satisfy this requirement.
4. Submittal of door, window and hardware schedules is required. Do not order until
architect and owner have approved. If architect is not hired to fully review submittals the
owner must perform a thorough review and is responsible for correcting any errors.
5. Deferred Structural Submittals: items including, but not limited to, prefabricated wood
trusses, open web wood floor trusses, and steel posts & beams designed by others shall
include stamped calculations, shop drawings and product data. Design shall be prepared
by the SSE (Specialty Structural Engineer), who is retained by the General Contractor,
Subcontractor or Supplier. Submittals shall be provided to the Architect and Structural
Engineer of Record for review prior to ordering and installation. Review of the SSE's
shop drawings is for general compliance with design criteria and compatibility with the
design of the primary structure and does not relieve the SSE of responsibility for that
design. All necessary bracing, ties, anchorage, and proprietary products shall be
furnished and installed per manufacturer's instructions or the SSE's design drawings and
calculations.
6. Drawings may not show the full extent of GWB/plaster removal necessary to complete
the project. Contractor to determine the extent of GWB/plaster removal necessary.
7. If contractor or owner observes poor draining soil, and/or excessive water on the site
during construction (particularly water percolating up from soils), consult with architect as
necessary to determine if additional drainage is required to waterproof the structure.
Drawing List
A1.0
T.1
T.2
C1.0
SEE C2.0
SEPARATI C2.1
CIVILS
C3.0
C3.1
L,33_'�C3.2
C4.0
C4.1
M.1
M.2
M.3
MA
M.5
M.6
M.7
Washington State Energy Code Compliance Information &
Heating System and Fuel Type.
See A7.0 and A9.0
DESIGN LOADS: SEE STRUCTURAL CALCULATIONS
CLIMATE AND GEOGRAPHIC DESIGN CRITERIA: SEE STRUCTURAL CALCULATIONS
SOIL CLASSIFICATION, CONCRETE STRENGTH, REINFORCEMENT STEEL GRADES: SEE
STRUCTURAL CALCULATIONS AND GEOTECHNICAL REPORT
TIMBER SPECIES, LUMBER GRADES, PLYWOOD SPAN INDEXES & NAILING SCHEDULES:
SEE STRUCTURAL PLAND AND CALCULATIONS
A1.1
A1.2
A1.3
A2.0
A2.1
A2.2
A3.0
A3.1
A4.0
A4.1
A4.2
A5.0
A5.1
A7.1
A7.2
A9.0
A10.0
A10.1
S0.0
S0.1
S0.2
S0.3
S1.0
S1.1
S1.2
S1.3
S 1.4
S1.5
S1.6
S1.7
S1.8
S1.9
S2.0
S2.1
S2.2
S2.3
Title Sheet/Project Info
Survey
Survey
Cover Sheet
TESC Plan
TESC Details
Grading and Utility Plan
Grading and Utility Details
Additional Details and Profiles
BNSF Outfall Exhibit Plan
BNSF Outfall Exhibit Details
Existing Conditions Plan
Restoration Plan
Planting Plan
Planting Schedule & Details
Planting Schedule & Details
Specifications & Detail
Maintenance and Monitoring Plan
Site Plan
Site + Grading
Area Plan Diagrams
Basement Level Floor Plan
1st Level Floor Plan
Roof Plan
Exterior Elevations
Exterior Elevations
Building Sections
Building Sections
Building Sections
Wall Section
Details
Mech Diagram - L1 Floorplate
Mech Diagram - Roof Framing
Window & Door Schedules
Perspective Views
Perspective Views
Foundation Plan
L1 Floor Framing Plan
Low Roofs Framing Plan
High Roofs Framing Plan
Structural Notes & Details
Structural Details
N
1
3
3/14/2024
11 /20/2023
3/14/2024
2 11 /20/2023
2 11 /20/2023
3 3/14/2024
1 11 /20/2023
2 11 /20/2023
3
2
it
3/14/2024
11 /20/2023
11 /20/2023
11 /20/2023
11 /20/2023
11 /20/2023
Structural Detall
Snecinl lnsocctmn Firm and Snc.iaflImnect,r
the SI-1 Io.,l-I I lirnr ul
Structural Detai I
will p lonn special insr-tion for the lolloa
ng types of work Iscp-t, Ionn. must be submiti d It 'I-, than one
firm is to be a nployedl.
Structural Detail
0 Reinforced Conine
Spray applied Fireproofing
Structural Detail
® Auger Cast Concrete Piles
Smoke Control Systems
® Nigh Strength Cbnrctc
Lateral Wood
Structural Detail
® Snda
8 Structural Observation by design prof-sional
❑ Structural Masonry
:1 Water -Resistive Barrier coating and cladding
Structural Detail
® Structural Steel/Welding
7 Retaining Wall Block Installation
® High Strength Bolting
:1 Retaining Wall Footings
Structural Detall
Structural Detail
Structural Detail
Structural Detail
Structural Detail
SPECIAL INSPECTIONS OF GIST -IN -PLACE DEEP FOUNDATIONS
.a.e
x
x
Structural Detail
City
Of Edmonds
Building Department
Work '
NEW SF (ESLHA)
Address
---------------------------------------------
- ---------------------------------
15604 75TH PL W
------------------------------------------
Owner
KOH
Approved Date,
------------------------------------
5/31/2024
-------------------------------------
Building Official ;
ofILCEAc
-------------------------------------------------------
Permit Number;
BLD2023-0640
------------------------------------------
Typical Opening Locations
DOORS AND WINDOWS (OR GROUPS THEREOF) TO
BE CENTERED BETWEEN NEAREST ADJACENT WALL
INTERSECTIONS, UNLESS OTHERWISE
DIMENSIONED OR PLACED NEAR CORNER OF ROOM
Ilk EQ Ilk EQ EQ EQ
F,
DOORS PLACED NEAR CORNERS TO BE
LOCATED WITH 3" BETWEEN EDGE OF
ROUGH OPENING AND FRAMING OF
ADJACENT WALL, UNLESS OTHERWISE II I - ALIGN
DIMENSIONED
WINDOWS PLACED NEAR CORNERS TO BE
LOCATED SUCH THAT EDGE OF ROUGH
OPENING IS FLUSH WITH FRAMING OF
ADJACENT WALL, UNLESS OTHERWISE
DIMENSIONED
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Suite 107
Seattle WA 98121
206.204.0490
www.motion-space.com
REGISTERED
ARCHITECT
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AZIM NICE
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No.
Date Revision Description
1
1112012023 RC 1
2
1112012023 Client Revisions
3
311412024 RC2
JOB #
MS2021-42
DATE
05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Title
Sheet/Project
I nfo
A1.0
Tree Schedule
Mark DSH Retain Species Health
None
8401
18.0"
Yes
Red Adler (alnus rubra)
Fair
8402
13.0"
Yes
Red Adler (alnus rubra)
Fair
8403
11.0"
Yes
Red Adler (alnus rubra)
Fair
8404
17.3"
Yes
Bigleaf Maple (acer macrophyllum)
Fair
8405
56.5"
Yes
Bigleaf Maple (acer macrophyllum)
Good
8406
60.0"
Yes
Bigleaf Maple (acer macrophyllum)
Good
8407
82.0"
Yes
Bigleaf Maple (acer macrophyllum)
Good
8408
13.0"
Yes
Bigleaf Maple (acer macrophyllum)
Good
8409
19.5"
Yes
Douglas Fir (psuedotsuga menziesii)
Good
8410
27.0"
Yes
Bigleaf Maple (acer macrophyllum)
Good
8411
18.0"
Yes
Bigleaf Maple (acer macrophyllum)
Fair
8412
15.2"
Yes
Holly (ilex aquafolium)
Good
8413
17.3"
Yes
Cherry (prunus sp.)
Good
8414
16.0"
Yes
Bigleaf Maple (acer macrophyllum)
Good
8415
37.0"
Yes
Bigleaf Maple (acer macrophyllum)
Good
8416
15.8"
Yes
Bigleaf Maple (acer macrophyllum)
Fair
8417
24.4"
Yes
Bigleaf Maple (acer macrophyllum)
Good
A
6.0"
Yes
Bloodgood Japanese Maple acer'l
palmatum 'bloodgood')
New
AC
6.0"
Yes
Vine Maple (acer circinatum)
New
CC
6.0"
Yes
Western Hazelnut (corylus c
rnut
New I
PC
6.0"
Yes
Shore Pinte (pinus contora)
New
PM 6.0" Yes Douglas Fir (psuedotsuga menziesii) New
TP 6.0" Yes Western Red Cedar (thuja p icata) New
NOTE: SEE TREE INVENTORY AND MITIGATION PLAN INCLUDED IN
ry
O
I
ry
NOTE:
REFER TO CIVIL CONSTRUCTION PLANS FOR
ENGINEERING REQUIREMENTS
18
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PER FEEDBACK CC 1�
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PER CIVIL
104' - 2" •
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406
8408
840
8403
EDGE OF LANDSLIDE
-�- HAZARD AREA PER /
SURVEY, TYP
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5OM TOP OF BLUFF PC
GRINDER
EJECTOR PUMP AC
PER EDMONDS
DETAIL #E62
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/ 1 I
FILTER FENCE
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• I DRAINAGE OUTFALL. PVC II 1'1 \?C\,.,-, U AC CC • WILL BE REQUIRED TO - / I o m CREATE DRIVEWAY
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Land Use/ ZoningBuildingTIDE
Data
200 FROM SHIGH
LINEEPPERER S
SURVEY
Lot Size:
Roof OH 01
Owner: Yvette Sylvia Ann Xavier +
Total Site Area:
29,310 SF
21 SF
NW Deck
Michael Koh Beng Chye
OCCUPANCY: R-3
30"
12 Jalan Setiakasih 1, Damnsara Heights
CONSTRUCTION TYPE: VB - WOOD FRAMED
Easements:
-1,888 SF
Stair 361 SF -
54090 Kuala Lumpur, Malaysia
SPRINKLERED: NFPA 13D (DEFERRED SUBMITTAL)
-
t: 616-634-1293
Lot Size:
27,422 SF
69 SF
email: michael.yvette@gmail.com
Height Limit:
(ECDC 21.55.020)
�U L
Project Address: 15604 75th PI W, Edmonds WA 98026
Allowed:
25'-0" per 16.20.030�
i
00513100002410
Average Grade:
average existing corner elevations of smallest
Lot Coverage:
Parcel Number:
possible bounding box (Form #1341)
Permitted Area:
35% (16.20.030) building footprint. 30" of
-
Legal Description: LOT 2, CITY OF EDMONDS SHORT PLAT NO.
83.88' - see diagrammatic plan 3/A4.1
OH exempt per 24.90.020 E
Residence „
S-99-144, RECORDED UNDER AUDITORS FILE NO.
Max Allowed:
10,259 SF (lot size x 35%)
3,439 SF 30
200010235001, BEING A PORTION OF LOT 24,
MEADOWDALE BEACH, ACCORDING TO THE PLAT
Max Height:
THEREOF RECORDED IN VOLUME 5 OF PLATS, Allowed: 108.88' (Average Grade + 26) Proposed:
PAGE 38, RECORDS OF SNOHOMISH COUNTY,
WASHINGTON. Proposed: 108.88 (max allowed) see A3 drawings
SITUATE IN THE COUNTY OF SNOHOMISH, STATE Front Yard:
OF WASHINGTON. Min. Req'd: 25'-0" per 16.20.030 (plus 10' dedication at front lot line)
Proposed: 25'-6"
Residence
3,439 SF
NW Deck
361 SF
SW Deck
353 SF
Roof OH 02
75 SF
Stair
69 SF
Roof OH 01
21 SF
4,319 SF
20
Zone: RS-Side Yards: 4,319 SF / 29,310 SF = 14.7%
Min. Req'd: 35' total, 10' min per 16.20.030
Building SF: TBD, 3,000 SF +/- Single level house plus 500 +/- SF Proposed: 10' at N lot line, 43'-8" at S Floor Area: See A1.3 for diagrams.
garage
Rear Yard:
Min. Req'd: 25'-0" per 16.20.030
Proposed: 104'-2"
Main Level
2,969 SF
Garage
471 SF
Mechanical Room
251 SF
3,690 SF
L
1
MAXIMUM RETAININ
WALL HEIGHT: 7'-0" +
- j J REF: G/S1.
75 SF
Site Plan
1 If
= 10'-0"
III �
HAZARD AREA PER
III SURVEY, TYP
• I , I i I TYP, SLOPE STABILIZATION
PLANTING REQUIRED ON STEEP
iH SLOPE BELOW ROW SCOPE. SEE
ENVIRONMENTAL DRAWINGS
III I
I �
• 1 1 I TURN -AROUND SPACE
III I , o
III I
I AREA DRAIN. (ROUTE TO DRAINAGE
• I L - L - - SYSTEM PER CIVIL PLANS)
I
SOLID WASTE
I ENCLOSURE
IN DRIVEWAY LENGTH i i I TREINCH DRAIN (ROUTE TO
DUAL TO REQUIRED 1 I I I DRAINAGE SYSTEM PER CIVIL
FRUCTURE SETBACK I I PLANS)
EOM ACCESS EASEMENT
=R HANDOUT #E41 AREA DRAIN. (ROUTE TO DRAINAGE
j I SYSTEM PER CIVIL PLANS)
I' SSMH PRIVACY SCREENING
I EVERGREENS
UTILITY CONNECTIONS I l I I I I
PER CIVIL DRAWINGS E EDGE OF ROAD
- - 1 - - - r,- I PER SURVEY
II 1 I
WM L1
• 1,- - _ i _ WM 7.
cn I I I 7 G
II W 74,
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I n I
rn y a 11..E Q I I
UTILITY LINES APPROX
y io LOC PER SURVEY, TYP
- 0 \ I U 1 LO I
TION
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• I I DRIVEWAY EDGE
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I 11 I I
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ENGINEERING DIVISION
APPROVED AS NOTED
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O3104
Western Avenue
Suite 107
Seattle WA 98121
206.204.0490
www.motion-space.com
8721 REGISTERED
ARCHITECT
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STATE OF WASHINGTON
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No.
Date Revision Description
1
1112012023 RC1
2
1112012023 Client Revisions
JOB #
MS2021-42
DATE
05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Site
Plan
A1.1
Driveway - NS1
1 /8" = 1'-0"
NOTE:
NO POTENTIALLY LARGE SHRUBS OR TREES SHALL BE PLACED
ALONG THE FORCE MAIN ALIGNMENT. SEWER LINES, CONDUITS
AND PUMP STATION SHALL NOT BE INSTALLED DIRECTLY
UNDER LARGE TREES OR SHRUBS.
110 O
0000 O$ 0
�06
NOA' .0
- 102' - 0"
-100'-0"�
—98'-0„
—96'-0' ;
—94'-0"
I
I
�� ❑
3 92.1
A1.2
—86'-011
— PC
p
A
GATE
O
z
81.05 T/O LOWER LEVEL SLAB
0.,
TP
F F
/II
—76'-0"�\ �I
—74'-0"
—72'-0
I
Grading Plan0._O.
1
�a
Mu
C
SHOWING CONCRETE WALL
EXTENDING 6" ABV DRIVEWAY, TYPICAL
III 94.40
cm .
III III III III III LINE OF EARTH ON LOW�r ❑�� ❑ III III III Levi
SIDE OF WALL, / -
fable 61-1-3. Meaning of Letter Codes on Typical Application Diagrams (Table 61-1-4. Formulas for Determining Taper Length
Road Type
Speed
A
B
C
Urban (Low Speed)
Urban (High Speed)
25/30 mph
100 feet
100 fret
100 fc.
350 feet
35/40 mph
350 tict
330 feet
Rural/Stalc Roads
45 mph
500fccl
500 feet
500 feet
91.02
.27
(1) All spacing may be adjusted to accominmiale at -grade inicrsections and drivewa)s
(2) Tim: sluicing may be reduced in urban areas to lit road%%ay caidilions
C
FILTER FENCE
— (LIMIT OF-�
CLEARING)
CHAIN LINK
-----FENCING
(CONFIRM W/
OWNER)
Speed (S)
10 mph or less
45 mph or more
Nhere: L = taper length in feet
W - width of offset in feet
S = posted speed limit, or off peak 851h percentile
speed prior to work starting, or the anticipated
operating speed in mph
CONCRETE CURB AT
DRIVEWAY EDGE
96'-0"�
FF
94,, 0
92' - 0,, -
9p' -
88'
i -- 86' -
01,
FF
84'-
� "
PM - .� RETAINING WALL REQUIRED 0
: AT NEW DRIVEWAY 82' - 0"
(CONTINUES UP TO PROVIDE
CURB AT DRIVEWAY) 80,- 0"
20' _-,, PM
76' _ 0„
TP
1.02,
im;I
TP
i�
NOTE: PER GEOTECHNICAL I
ENGINEER, TEMPORARY
VERTICAL CUTS OF UP TO 48" OK,
AND 2H : 1V THEREAFTER /
FF
�74'-0
CC
cci l'
PC ` 0
\ �� PM
Ac 1 �P I,
EDGE OF LANDSLIDE
-HAZARD AREA PER
❑� SURVEY, TYP
CC' PC
TP
EXTENT OF
PC' PCr TEMPORARY AC
-� ❑ PM
\ ��y0p° EXCAVATION I __--- 68' - 0"
1 -
GRINDER EJECTOR
PUMP PER EDMONDS
FF DETAIL #E62 '.
NOTE: REQUIRED
REPLACEMENT OF INVASIVE
PLANT SPECIES IN THIS AREA,
1 SEE MITIGATION DRAWINGS rP L r04 "0
CC
\91.02
W20-1 per table
6F-4 of MUTCD
ROAD
WORK
AHEAD
Subject Parcel:
15604 75th PI W
WIDE ROAD w/ 20
H SPEED LIMIT
END
ROADWORK
G20-2 per table
6F-4 of MUTCD
1 1 Subfloor
92' - 4 1 /2"
o
Paving width N of project
-
for 75th PI W:
Location of new driveway.
Street to remain open
during construction (see
grading plan at left for
C)
0
extent of work
o
Distance for Urban:
Slow per MUTCD
C:)
Table 6H-3
Paving width S of project
for 75th PI W: 21' +/-
158th St SW
Traffic Control Plan
�E CLOSURE WEST
R DRIVEWAY WORK
qE CLOSURE WEST
R PAVEMENT
STORATION
qE CLOSURE EAST
R PAVEMENT
STORATION
\CE
ANNELIZATION
VICES TO
-OW ACCESS TO
IVEWAY
ANNELIZATION
VICE FOR THIS
EED / SIZE OF
AD CAN BE >
4FFIC CONE PER a
;DOT M 54-44.09110
Haul Route
196th St SW
Meadowdale
Beach Park
NOTE: For work in ROW-
- avoid peak hours, especially when construction
impacts a busy intersection (along State Route) or
within close proximity of a school
hours must comply with City of Edmonds
Construction Hours:
(M - F: 7am - 6pm); (Sat: 1 Oam - 6pm); (No work
on Sunday or Holiday)
NOTE:
no disruption to pedestrian route or non -motorized
facilities proposed. No parking restrictions proposed.
ENGINEERING DIVISION
APPROVED AS NOTED
V/ 6/15/2024
NOTE:
Hauling to and from site shall be
along 75th /76th and 196th St SW.
Single trucks only shall be used (no
trailers).
Alderwood
Manor
Bothell West
, 11 cre
TH
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O3104 Western Avenue
Suite 107
Seattle WA 98121
206.204.0490
www.motion-space.com
*STATE
REGISTERED
ARCHITECT
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F WASHINGTON
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No.
Date
Revision Description
1 1112012023 RC1
3 311412024 RC2
JOB # MS2021-42
DATE 05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Site + Grading
A 1 2
Life Safety Requirements Exhaust Systems
Stairs REFERENCE RESIDENTIAL CODE CHAPTER 15 (2018)
Reference IRC R311.7 (provided text is a summary only - See Chapter 15 for additional code requirements)
Minimum 36" clear width.
SECTION M1501 - GENERAL
Maximum 7 3/4" rise. M1501.1 Outdoor discharge. The air removed by every mechanical exhaust
system shall be discharged to the outdoors in accordance with Section M1504.3.
Minimum 10" run. Air shall not be exhausted into an attic, soffit, ridge vent or crawl space.
Exception: Whole -house ventilation -type attic fans that discharge into the attic
Minimum 6-8" head room. space of dwelling units having private attics shall be permitted.
Handrail 34"-38" above tread nosing.
SECTION M1502 - CLOTHES DRYER EXHAUST
M1502.1 General. Clothes dryers shall be exhausted in accordance with the
Handrail grasping dimension 1-1/4" minimum - 2" maximum.
manufacturer's instructions.
M1502.2 Independent exhaust systems. Dryer exhaust systems shall be
Handrail shall return to wall or newel post.
independent of all other systems and shall convey the
moisture to the outdoors.
For winding stairs provide a minimum 10" tread at 12" from
Exception: This section shall not apply to listed and labeled condensing
the narrowest point.
(ductless) clothes dryers.
M1502.3 Duct termination. Exhaust ducts shall terminate on the outside of the
building. Exhaust duct terminations shall be in accordance with the dryer
Decks/Guardrails
manufacturer's installation instructions. If the manufacturer's instructions do not
Reference IRC R312
specify a termination location, the exhaust duct shall terminate not less than 3 feet
in any direction from openings into buildings. Exhaust duct terminations shall be
Guard (guardrail) required for walking surfaces 30" above
equipped with a backdraft damper. Screens shall not be installed at the duct
adjacent grade or floor below.
termination.
M1502.3.1 Exhaust termination outlet and passageway size. The passageway
36" high required minimum.
of dryer exhaust duct terminals shall be undiminished in size and shall provide an
open area of not less than 12.5 square inches.
4" maximum clear space between intermediate rails.
M1502.4 Dryer exhaust ducts. Dryer exhaust ducts shall conform to the
requirements of Sections M1502.4.1 through M1502.4.7.
SBC 2407 GLASS IN HANDRAILS AND GUARDS
M1502.4.1 Material and size. Exhaust ducts shall have a smooth interior finish and
Must meet all applicable requirements of SBC Section 2407.
shall be constructed of metal not less than No. 28 gage. The duct shall be 4 inches
nominal in diameter.
Smoke Detectors
SECTION M1503 - DOMESTIC COOKING EXHAUST EQUIPMENT
Reference: IRC R314
M1503.6 Makeup air required. Where one or more gas, liquid or solid fuel -burning
appliance that is neither direct -vent nor uses a mechanical draft venting system is
Detectors shall be installed in accordance with the approved
located within a dwelling unit's air barrier, each exhaust system capable of
manufacturer's instructions and in accordance with IRC
exhausting in excess of 400 cubic feet per minute shall be mechanically or
R314.
passively provided with makeup air at a rate approx-imately equal to the exhaust air
rate. Such makeup air systems shall be equipped with not fewer than one damper
Must be powered by interconnected building wiring, and have
complying with Section M1503.6.2.
battery back-up in new construction and additions and
anywhere where the interior surfaces of the space are
SECTION M1504 - EXHAUST DUCTS AND EXHAUST OPENINGS
removed or access for wiring is available through a crawl
M1504.3 Exhaust openings. Air exhaust openings shall terminate as follows:
space or attic.
1. Not less than 3 feet from property lines.
2. Not less than 3 feet from gravity air intake openings, operable windows and
May be battery -powered in alterations except when wiring
doors.
can be installed without removal of interior finishes.
3. Not less than 10 feet from mechanical air intake openings except where either of
the following apply:
Required in sleeping rooms, outside sleeping areas, and
3.1 The exhaust opening is located not less than 3 feet above the air intake
other floors (including basements). Any alarm must be
opening.
clearly audible in all bedrooms.
3.2 The exhaust opening is part of a factory -built intake/exhaust combination
termination fitting installed in accordance with the manufacturer's instructions,
and the exhaust air is drawn from a living space.
Carbon Monoxide Alarms
4. Openings shall comply with Sections R303.5.2 and R303.6.
Reference: IRC R315
For new construction, and for alterations, repairs and
SECTION M1505 - MECHANICAL VENTILATION
additions to existing dwellings, that require a permit, an
approved carbon monoxide alarm shall be installed outside of
M1505.1 General. Where local exhaust or whole -house mechanical ventilation is
each separate sleeping area in the immediate vicinity of the
provided, the equipment shall be designed in accordance with this section.
bedrooms in dwelling units.
M1505.2 Recirculation of air. Exhaust air from bathrooms and toilet rooms shall
In a building where a tenancy exists, the tenant shall maintain
not be recirculated within a residence or circulated to another dwelling unit and shall
the alarm as specified by the manufacturer, including
be exhausted directly to the outdoors. Exhaust air from bathrooms, toilet rooms and
replacement of the batteries.
kitchens shall not discharge into an attic, crawl space or other areas inside the
building.
Single station carbon monoxide alarms shall be listed as
complying with UL 2034 and shall be installed in accordance
with this code and the manufacturer's installation instructions.
M1505.4 Whole -house mechanical ventilation system. Each dwelling unit shall
be equipped with a ventilation system. The whole -house mechanical ventilation
Emergency Escape & Rescue
systems shall be designed in accordance with Sections M1505.4.1 through
Reference IRC R310
M1505.4.4.
One window (or door) in basement and each bedroom must
M1505.4.1 System design. The whole -house ventilation system shall consist of
meet these requirements:
one or more supply fans, one or more exhaust fans, or an ERV/HRV with integral
fans, and associated ducts and controls. Local exhaust or supply fans are permitted
5.7 sq. ft. minimum net clear open area (windows with
to serve as part of the whole house ventilation system when provided with the
maximum sill height 44" above or below grade may have 5.0
proper controls.
sq. ft minimum net clear open area).
M1505.4.1.1 Whole house system component requirements. Whole house
20" minimum clear open width.
ventilation supply and exhaust fans specified in this section shall have a minimum
efficacy as prescribed in the Washington State Energy Code. Design and
24" minimum clear open height.
installation of the system or equipment shall be carried out in accordance with
manufacturers' installation instructions.
44" maximum sill height.
The whole house supply fan shall provide ducted outdoor ventilation air to each
habitable space within the residential unit.
Window wells require minimum 3'x3' but must permit full
Exception: Interior joining spaces provided with a 30 cfm whole house transfer
opening of window. Ladder escape okay.
fan or a permanent opening with an area of not less than 8 percent of the floor
area of the interior adjoining space but not less than 25 square feet do not require
ducted outdoor ventilation air to be supplied directly to the space. Whole house
Heat Detector
transfer fans shall meet the sone rating of Section M1505.4.1.1 and shall have
Reference IRC R310
whole house ventilation controls that comply with Section M1505.4.2.
t f M1505.4.1.2 Exhaust fans. Exhaust required shall be ducted direct)
A heat detector or heat alarm rated for the ambient outdoor q y to the
temperatures and humidity shall be installed in new garages outside. Exhaust air outlets shall be designed to limit the pressure difference to the
that are attached to or located under new and existing outside and equipped with backdraft dampers or motorized dampers in
dwellings. accordance with the Washington State Energy Code. Exhaust fans required in this
section may be used to provide local ventilation. Bathroom exhaust fans that are
Heat detector or heat alarm shall be connected to an alarm in designed for intermittent exhaust airflow rates higher than the continuous exhaust
the dwelling located in a hallway, room, or other location that airflow rates in Table M1505.4.3(3) shall be provided with occupancy sensors or
will provide occupant notification humidity sensors to automatically override the fan to the high speed airflow rate.
M1505.4.1.3 Supply fans. Supply fans used in meeting the requirements of this
section shall supply outdoor air from intake openings in accordance with IMC
Sections 401.4 and 401.5. When designed for intermittent off operation, supply
systems shall be equipped with motorized dampers in accordance with the
Washington State Energy Code. Where outdoor air is provided by supply fan
systems the outdoor air shall be filtered. The filter shall be accessible for regular
maintenance and replacement. The filter shall have a Minimum Efficiency Rating
Value (MERV) of at least 8.
M1505.4.1.4 Balanced whole house ventilation system. A balanced whole house
ventilation system shall include both supply and exhaust fans. The supply and
exhaust fans shall have airflow that is within 10 percent of each other. The tested
and balanced total mechanical exhaust airflow rate is within 10 percent or 5 cfm,
whichever is greater, of the total mechanical supply airflow rate. The exhaust fan
shall meet the requirements of Section M1505.4.1.2. The supply fan shall meet the
requirements of Section M1505.4.1.3. Balanced ventilation systems with both
supply and exhaust fans in a packaged product, such as an ERV/HRV shall meet
the requirements of HVI 920, as applicable. Intermittent dryer exhaust, intermittent
range hood exhaust, and intermittent toilet room exhaust airflow rates above the
residential dwelling or sleeping unit minimum ventilation rate
are exempt from the balanced airflow calculation.
M1505.4.1.5 Furnace integrated supply. Systems using space heating and/or
cooling air handler fans for outdoor air supply distribution are not permitted.
Exception: Air handler fans shall have multispeed or variable speed supply
airflow control capability with a low speed operation not greater than 25 percent of
the rated supply airflow capacity during ventilation only operation. Outdoor air
intake openings must meet the provisions of Sections R303.5 and R303.6 and
must include a motorized damper that is activated by the whole house ventilation
system controller. The motorized damper must be controlled to maintain the
outdoor airflow intake airflow within 10 percent of the whole house mechanical
exhaust airflow rate. The flow rate for the outdoor air intake must be tested and
verified at the minimum ventilation fan speed and the maximum heating or
cooling fan speed. The results of the test shall be submitted and posted in
accordance with Section M1505.4.1.7.
M1505.4.1.6 Testing. Whole -house mechanical ventilation systems shall be tested,
balanced and verified to provide a flow rate not less than the minimum required by
Sections M1505.4.3 and M1505.4.4. Testing shall be performed according to the
ventilation equipment manufacturer's instructions, or by using a flow hood, flow grid,
or other airflow measuring device at the mechanical ventilation fan's inlet terminals,
outlet terminals or grilles or in the connected ventilation ducts. Where required by
the building official, testing shall be conducted by an approved third party. A written
report of the results of the test shall be signed by the party conducting the test and
provided to the building official and be posted in the dwelling unit per Section
M 1505.4.1.7.
M1505.4.1.7 Certificate. A permanent certificate shall be completed by the
mechanical contractor, test and balance contractor or other approved party and
posted on a wall in the space where the furnace is located, a utility room, or an
approved location inside the building. When located on an electrical panel, the
certificate shall not cover or obstruct the visibility of the circuit directory label,
service disconnect label, or other required labels. The certificate shall list the flow
rate determined from the delivered airflow of the whole -house mechanical
ventilation system as installed and the type of mechanical whole house ventilation
system used to comply with Section M1505.4.3.1.
M1505.4.2 System controls. The whole -house mechanical ventilation system shall
be provided with controls that comply with the following:
1. The whole house ventilation system shall be controlled with manual switches,
timers or other means that provide for automatic operation of the ventilation
system that are readily accessible by the occupant;
2. Whole -house mechanical ventilation system shall be provided with controls that
enable manual override off of the system by the occupant during periods of poor
outdoor air quality. Controls shall include permanent text or a symbol indicating
their function. Recommended control permanent labeling to include text similar to
the following: "Leave on unless outdoor air quality is very poor." Manual controls
shall be readily accessible by the occupant;
3. Whole house ventilation systems shall be configured to operate continuously
except where intermittent off controls and sizing are provided per Section
M 1505.4.3.2.
M1505.4.3 Mechanical ventilation rate. The whole -house mechanical ventilation
system shall provide outdoor air at a continuous rate as determined in accordance
with Table M1505.4.3(1) or Equation 15-1: Ventilation rate in cubic feet per minute
= (0.01 x total square foot area of house) + [7.5 x (number of bedrooms + 1)] but
not less than 30 cfm for each dwelling unit.
Table M 1505.4.3(1)
Whole -House Mechanical Ventilation Airflow Rate
Dwelling Unit
Floor Area (sq ft)
Number of Bedrooms
0-1 2 3 1 4 5+
Airflow
in CFM
< 500
30
30
35
45
50
501 - 1,000
30
35
40
50
55
1,001 - 1,500
30
40
45
55
60
1,501 - 2,000
35
45
50
60
65
2,001 - 2,500
40
50
55
65
70
2,501 - 3,000
45
55
60
70
75
3,001 - 3,500
50
60
65
75
80
3,501 - 4,000
55
65
70
80
85
4,001 - 4,500
60
70
75
85
90
4,501 - 5 000
1 65
75
80
1 90
1 95
M1505.4.3.1 Ventilation quality adjustment. The minimum whole house
ventilation rate from Section 1505.4.3 shall be adjusted by the system coefficient in
Table M1505.4.3(2) based on the system type not meeting the definition of a
balanced whole house ventilation system and/or not meeting the definition of a
distributed whole house ventilation system.
Equation 15-2:
Qv = Qr x Csystem
Where:
Qv = Quality -adjusted ventilation airflow rate in cubic feet per minute (cfm).
Qr = Ventilation airflow rate, cfm from 15-1 or Table M 1505.4.3(1)
Csystem = System coefficient from Table 1505.4.3(2).
Table M 1505.4.3(2)
System Coefficient (C-system)
System Type
Distributed
Not Distributed
Balanced
1.0
1.25
Not balanced
1.25
1.5
M1505.4.3.2 Intermittent off operation. Whole -house mechanical ventilation
systems shall be provided with advanced controls that are configured to operate the
system with intermittent off operation shall operate for a least two hours in each
four-hour segment. The whole house ventilation airflow rate determined in
accordance with Section M1505.4.3 as cor-rected by Section M1505.4.3.1 is
multiplied by the factor determined in accordance with Table M 1505.4.3(3).
Table M 1505.4.3(3)
Intermittent Off Whole -House Mechanical Ventilation Rate Factors
Run -Time % in Each 4-Hour Segment
50%
66%
75%
100%
Factor
2
1.5
1.3
1.0
M1505.4.4 Local exhaust rates. Local exhaust systems shall be designed to have
the capacity to exhaust the minimum airflow rate determined in accordance with
Table M1505.4.4. If the local exhaust fan is included in the whole house ventilation
system, in accordance with Section 1505.4.1, then the exhaust fan shall be
controlled to operate as specified in Section M1505.4.2.
M1505.4.4.1 Local exhaust. Bathrooms, toilet rooms, and kitchens shall include a
local exhaust system. Such local exhaust systems shall have the capacity to
exhaust the minimum airflow rate in accordance with Table M1505.4.4(1). Fans
required by this section shall be provided with controls that enable manual override
or automatic occupancy sensor, humidity sensor or pollutant sensor controls. An
"on/off" switch shall meet this requirement for manual controls. Manual fan controls
shall be readily accessible in the room served by the fan.
Table M1505.4.4(1)
Minimum Local Exhaust Rates
Exhaust Rates
Area to be Exhausted
Intermittent Continuous
Kitchens
100 cfm
30 cfm
Bathrooms & Toilet Rooms
50 cfm
20 cfm
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1 A
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GRIDLINE D2 LOCATED 3 FT OFF
INTERSECTION OF E AND 1
-T
GRIDLINE D2 LOCATED AT H
INTERSECTION OF J AND 7
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I I I I L I I I
o I
0
0
8 9 10 11
I I I I I I
1 2 3 4--
4 5 6 7
I -
Building Locator Plan
_ 1 /16" = 1'-0"
Building Square Footage Diagrams
U 1/16" = 1'-0"
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Seattle WA 98121
206.204.0490
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No.
Date Revision Description
JOB #
MS2021-42
DATE
05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Area
Plan Diagrams
A1.3
1 2 1
1 1 (3 A4.2 �� A4.1 7 A4.1
y 8'-6" y 5'-3" y 20'-0" y 18'-9" y 19'-7"
A3.0
1
10' STRUCTURE
SETBACK FROM
ACCESS EASEMENT
y 15-2" 10'-91,
FRONT YARD SETBACK LINE (25' CRAWLSPACE
FROM 10' DEDICATION) - VENTILATION @ RIM
JOIST TYP
I �
I ° a
_ - d _ - • " - -
I
77
I °a
11
O ► _
C° ° NON-STRUCTURAL
RAT SLABS AND FLOOR
DRAINS AT \
CRAWLSPACES, TYP
g >
� CRAWLSPACE ACCESS
DOOR w/ VENTILATION
',d- a
2
A4.0
DOWNSPOUT FROM FLAT
ROOF DRAIN ABOVE
1
A4.0
0
RAT SLAB AT SCREENED
AREA (MECH EQUIPMENT -
PADS PER MANUFACTURER'S
REQUIREMENTS)
M
0
i0
HEAT PUMP UNITS
BENEATH DECK
DOWNSPOUT FROM FLAT
ROOF DRAIN ABOVE
LINE OF DECK
STRUCTURE ABOVE, TYP
Q4
4a
(V
00
Md
NON-STRUCTURAL
- ' RAT SLABS AND FLOOR "
DRAINS AT
N CRAWLSPACES, TYP
r i
N S Crawlspace N
. • I ' 11 _' ,. I'
1„' 12"
�. 1" / 12" i," ti N
<_ L /
I
! _
FD IDS �
' d'_ ,, a' a a d° a'd_ - _., - a °4 _ - a a - _ - 4 � - a - -,d a ' .d'- ...,- °� _ .• - ,
I I I I I I I
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da
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I I I I I I I •
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I I I I I I I
F D� _
i� I I I I I I I • �
Mechanical / HRV
_ 2 A3.0
Storage
CRAWLSPACE ACCESS - HEPA
DOOR w/ VENTILATION a ELEC 2 1/2"
- BEAMS ABOVE, TYP
11
PANEL 0
1FD—< FD 3'-8n •
_ - 1, _ - •
I I I I I I
5'— 2 1 /4"
a CRAWLSPACE _ I'
(VENTILATION F r RECESSED
DS
I
ACCESS IN OPEN �' T L. ELEC HEATER • CD�: r
WOOD SCREEN H III
r I, cM
i I` I- -• --, - -- ', I' I „- - - I I I I I I I I I �I I I
Ili ' NGPE
—
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p I I _18��Illl
" ! OUTDOOR ELECTRIC 1
I
I
j HEATER ABV LINE OF HOUSE
O SE 8 1 -�
I I I I I I
STR
�S ABOVE, TYP - ` !
I
1,
I" ,I I I I I I I I I II r
I
F 7
DS
■
N Crawlspace HEAT PUMP
WATER HEATER
BUFFER TANK FOR IN FLOOR
HYDRONIC HEATING SYSTEM IN -
FLOOR ABOVE
CONCRETE SLAB
FLOOR
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Crawl Space ventilation Code
-/ — <
DS <
✓ -i ! <
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000 R408.1 Ventilation. The under -floor space between the bottom of the floor joists and the
15, , ,t
HOSE BIB TO BE rth d b 'Id' t d b b t h II h fl '
INSTALLED WITHIN ,
_ ^ 5
4' - 7" 1/ " OF GRINDER PUMP
SUMP(
r _ 81.05�
I
L
Cove PatioSTRUCTURE AB V <
V B LINE OF DECK
Covered { 5' - 0�� ABOVE, TYP <
DS DS MIN PUMP < <
i
OPEN SLAT
1
I
' WD SCREEN 11 DN 6R @ 7" < < LOCATE 5' MINUMUM
Ills T @11" < I FROM ANY STRUCTURE,
DS -1. WALL, ROCKERY, ETC.
/��
UP <
<
18 R @ 7 5/8"0-00
\
T @10 3/4" 2� +I- < < 36" H GUARD/
iHANDRAIL
�I <
13'-9"
/l Lower Level Floor Plan
\_ 1 /4" = 1'-011
<0
36" H GUARD/
HANDRAIL
10' - 2 1 /2"
18'-9"
1
A3.1
5 6 ��
LINE OF 50' SETBACK
FROM TOP OF BLUFF
ea un er any ur rng (excep space occupre y a asemen ) s a ave ven r a ron
openings through foundation walls or exterior walls. A ground cover of 6 mil black
polyethylene or approved equal shall be laid over the ground within crawl spaces.
Exception: The ground cover may be omitted in crawlspaces if the crawl space has a
concrete slab floor with a minimum thickness of 2 inches.
R408.2 Openings for under -floor ventilation. The minimum net area of ventilation
openings shall be not less than 1 square foot for each 300 square feet of under -floor area.
Required openings shall be evenly placed to provide cross -ventilation of the space except
one side of the building shall be permitted to have no ventilation openings. Ventilation
openings shall be covered for their height and width with any of the following materials
provided that the least dimension of the covering shall not exceed 1/4 inch:
1. Perforated sheet metal plates not less than 0.070 inch thick.
2. Expanded sheet metal plates not less than 0.047 inch thick.
3. Cast-iron grill or grating.
4. Extruded load -bearing brick vents.
5. Hardware cloth of 0.035 inch wire or heavier.
6. Corrosion -resistant wire mesh, with the least dimension being 1/8 inch.
Exception: The total area of ventilation openings shall be permitted to be reduced to
1/1,500 of the under -floor area where the ground surface is covered with an approved
Class I vapor retarder material and the required openings are placed to provide cross
ventilation of the space. If the installed ventilation is less than 1/300, or if operable
louvers are installed, a radon vent shall be installed to originate from a point between the
ground cover and soil. The radon vent shall be installed in accordance with the
requirements of Appendix F (Radon) of this code.
Crawl Space Ventilation Calculations:
N Crawlspace
Required Area: 419 SF x 1/300 = 1.40 SF = 201.1 SQ IN.
Provided Area: (1) 128 SQ IN vents = 128 SQ IN
(1) 1296 SQ IN vents = 1296 SQ IN
1,424 SQ IN TOTAL
S Crawlspace
Required Area: 898 SF x 1/300 = 2.99 SF = 431 SQ IN.
Provided Area: (4) 128 SO IN vents = 512 SQ IN TOTAL
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206.204.0490
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ARCHITECT
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No.
Date Revision Description
1
1112012023 RC1
JOB #
MS2021-42
DATE
05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Basement Level
Floor Plan
A2.0
5'-3"
GATE
10' STRUCTURE
SETBACK FROM -
I ACCESS EASEMENT
All—
2
_
zo----t----------------------------
•
O
TILE WAINSCOTING
3-
N
r,
1
110
29
INSTALL BLOCKING ON WALLS
FOR FUTURE CABINETS
-
N
Dog Room -
I
N
DS
II
00
2
109
A4.0
I
I
V - 11 1/4'.
FREE STANDING SHELVES
I
I
Mud Room
(NIC), BLOCK FOR FUTURE
=
CABINETS ON 3 WALLS
o
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O32
I.
I
I
1-3/8" THICK MIN SOLID
I
CORE DOOR w/ CLOSER
1 @ GARAGE PER R302.5.1
I�
FRZR
5' - 4 3/4"
DS
II
wc�
Pa
I
II
II
I
II
II
I
EXPOSED BEAM ABV, TYP HB
I
I
II
II
II
I
1
A4.0 1
II
II
/ ../1
"
Ft fi
o
II
1I II
II
RANGE HOOD ABV
I
II
al
COUNTERTOP
MATERIAL FOR
All-
BACKSPLASH
I
I
II
II
I
I
I
41
II II
II II
1111.
I II
1�
II —
I �
�
OUTDOOR ELECTRIC
,
I
HEATERS ABV
II
All-
O —
o
TOP OF CURB T�
II
II
II
I
I
I
�---
II
I
u
------- —
36" H GUARDRAIL -
20'-0" 18'-9" 19'-7" 15'-2" 10'-9"
LINE OF OH ABOVE, TYP
1 2 A3.0 1
A4.2 A4.1 A4.1 FRONT YARD SETBACK LINE
1 � /
3 A3.1 4 (25' FROM 10' DEDICATION)
MILESTONE WRAPS END OF i ____________MILESTONE WRAPS END OF -------------------
--- --- --- ---
WALL AND TERMINATES AT __----- 8" WALL AND TERMINATES AT
RETURN ---- 8,� RETURN — ------ -- -�'
---- / -- — — — DS
n1 0 .� A
ROMAN CLAY 68 SG mirror -_
MILESTONE J _ FINISH ON WALLS a 104
EXTERIOR FINISH 8" 1 EG EDGE OF HIGH ih
09 0 03. 01 CEILING ABV �11
;77
- -- __-- - � I GAS METER
10' - �9' 1/4"
_ 101 5 - 2"
_ --- o = O
_ - INSTALL BLOCKING
1 3/4" HB PRIVACY PANEL HANDHELD
- I `II \ FOR FUTURE SHELVES INTEGRATED w/ ADJ - BIDET
- � � ----- � � �--- 1 EGRESS ' I I WINDOW N 115 �\ III I CASEWORK 6
- - 4" BACKSPLASH C
- DS II �0 1
I
I
112 Guest Suite zo
g O L1n �1 Powder Laundry ATTIC ACCESS HATCH ABV, +1 � HEATED
4C51
En D 22 30 / 30 MIN HEAD TOWEL RACK
x w 1 =
_ Entry I
I I HEIGHT
r Prima Bath
Primary Closet Primary
102
W FDI
- U
I
1 'v
- 5 - 3 1 /2
I f
E
- - - 1 - MILESTONE AT WALL - - E
\ N
- FACE CONTINUOUS v
3' - 8 1 /2" 2' - 3 1 /2" I
TO EXTERIOR MILESTONE AT WALL rn
FACE CONTINUOUS - 103 `� O LINEAR DRAIN
EXTE
RIOR ERIOR
- I 1 ,10 1 /4"
WOOD SCREEN , „ „ O 1' - 6" _
4' 8 1/4" t FOR PRIVACY 5' - 2 1/2 1 - 4 DS
k
1 I
Garage —
�� Linen N I I INIE Mr , - - � 1
Livin SD 6 10 1/4"
F
N 64 sG---� -
NOTE: INSTALL 1/2" TYPE "X" GWB _
ATTIC ACCESS HATCH ABV,
WHERE GARAGE AND LIVING 22"x30" w/ 30" MIN HEAD HEIGHT
SPACES MEET PER R302.6 F
= I1 •
IN
o
Primary Bedroom
113 rn
TYP ON LEVEL 1: TILE FLOOR
65 M\N\ESZ� . 65 M\N\ES2Guest Flex/CIOSet Guest Bath \ O/ GYPCRETE TOPPING SLAB 1 EGRESS DOOR N
85 �NGb �7_�
75 0 85 �NG10 5 2� O/ SOUND ISOLATION MAT O/ ,
SUBFLOOR 2 0
105
_D
■ , tv
2 A3.0
�� EV CHARGING
108 RECEPTICLE PER N HANDHELD BIDET
N .115.040 ECDC 17 30" x 60' O NON-STRUCTURAL �r 5 0„
DOG WASH _ 4x4 POST
---------fir- SHOWER NICHE 59 60 / D2
NON-STRUCTURAL HEAT DETECTOR IN O TERMINATION OF LINEAR DRAIN /4" / 12
u
4x4 POST GARAGE PER R314.2 MILESTONE WALL RD
G
n
try 1 1/4" 12" N
PARTIAL -HEIGHT WALL MILESTONE • Of CD
4' - 10" 12 - 9 1/2 - BEHI41 ND CABINETS (OPEN CONTINUES ON W \HB i /4" / 12' - - -_
ABOVE) FACE OF WALL -
NGPE
Dining TERMINATION OF. - H
33 MILESTONE WALL iv
� REF I RZR WINE OVEN/ I I I �
cV /
�- CHANGE IN CEILING _
HEIGHT ABV -
RD 107 EXPOSED BEAM / iowl
i
ABOVE, TYP
1/4" / 12" 1 Kitchen - 48 SG RD '
= 1/ 12 i
ill 42" RANGE 46 sG /
'3'- 6" 4'-31/2" II 1 =
HOOD ABV, ? f/ 1�"I - I 000
� • F_ -1 PROVIDE 44 SG
II 11 1 I I I I I I � I �
III DW MAKEUP AIR 56 SG i N
= I I IF > 400 CFM III I I I 1 54 SG
J 4'-01/4 1 � .
1 COOKTOP w/ 100
� 5 SG - 1 1 4 1Z RD '-;
all , i
iv DRAWERS
1 v 106 $ i
11 �' 112
5-
cal - 0�- - - i
34 SG 4 1/4' 12" RD 4"/ 12" ilil i '- LINE OF 50' SETBACK
N 1 11 11 5' - 0" 5'- 3" HB 4" / 12' --. - / FROM TOP OF BLUFF
I I 1
j 11 _ N 11e / FREESTANDING GAS
I 11
11�
N
SG
ti
III
N
ch
38
39
W 1/4" / 12" „ N_
1_3 1/4" / 12" I 3'- 5 3/4" RD
RD 1i
3
/
I 1
i
i SLOPE OF MEMBRANE ROOF
18`R @ 0 3/4" 15 -25/8"31� / i BELOW PAVERS, TYP
G; DN
/ 36" H GUARD AND HANDRAIL
000
I '' /
�i 0-0
15'-3"
1st Level Floor Plan
\_ 1 /411 = 1'-0"
8'- 3 1 /2" 10'- 2 1 /2" y
I I
4, 5 C
i BEND IN MEMBRANE ROOF
BELOW PAVERS, TYP
1
A3.1
FIREPLACE INSTALLED
PER MANUFACTURER'S
INSTRUCTIONS 1'- 8"
Gas Fireplaces
• Gas Zero Clearance Direct Vent UL 127 Listed (or similar
approved testing agency).
• Fireplace installed per manufacturer's specifications
NOTE: CEILINGS TYPICALLY VAULTED,
SEE A7.2 FOR DROP CEILINGS LOCATION
SD
SMOKE DETECTOR
ICD,
CO/SMOKE DETECTOR
HD
HEAT DETECTOR
EXHAUST FAN
LW
50 CFM (min.) LINO
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O3104
Western Avenue
Suite 107
Seattle WA 98121
206.204.0490
www.motion-space.com
8721 REGISTERED
ARCHITECT
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STATE OF WASHINGTON
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No.
Date Revision Description
1
1112012023 RC1
2
1112012023 Client Revisions
JOB #
MS2021-42
DATE
05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
1st Level Floor Plan
A2. 1
cc
A3.1 2
BUILDING
2'-0"OH
(PLUS GUTT
2
A4.0
2'-0"C
(PLUS GU-
1
A4.0
OUTDOOR KITCHEN
EXHAUST
P
Z
W
0
0W
ZU
Lu Z
[0 O
OU
co Lu
�W
3
Z
t J
= W
00
_ 0
1 2 OH INTO ACCESS 1 0
A4.2 A4.1
EASEMENT (MAX 30"),\A4.1 Q
z
Isop TOP OF BLUFF SETBACK
I' O-W001
.00 /
I /
i .100
moo M�
i
1
Roof Plan
1
A3.1
t5K Keport #: t5K-J1bb
A copy of the ICC-ESR report (included in building
permit package) must be provided on the job site for
field inspector verification
The applied spray foam must be installed by a certified
installer.
Typically, omit vapor retarder at areas where spray
foam insulation is used.
Closed cell -spray foam insulation to be used at all
exterior walls, roofs, and floors to 2" min. depth.
TER CLOSET
1AUST c
-6"OH
IS GUTTER)
,ATH EXHAUST
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O3104
Western Avenue
Suite 107
Seattle WA 98121
206.204.0490
www.motion-space.com
REGISTERED
ARCHITECT
*STATE
AZIM NICE
F WASHINGTON
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No.
Date Revision Description
4
5/23/2024 RC3
JOB #
MS2021-42
DATE
05/09/2024
RESUB
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Roof Plan
A2.2
Dog Room Entry
1 /4" = 1'-0"
2x12 FASCIA, TYP -
LAP SIDING
INSTALL SEWER CONTROL PANEL W/ RED
FLASHING LIGHT ON EAST SIDE OF HOUSE
FACING STREET. COORDINATE EXACT
LOCATION W/ ARCHITECT AND OWNER
WD FENCE
Level 1 Subfloor
92' - 4 1 /2" -70
-- CAIJ I O( rIIV 10" Vr MUC
East
1 /4" = 1'-0"
r\rNVVLOrr�.I--
VENT
CHIMNEY ALLOWED ABV HEIGHT LIMIT
CHIMNE
ANY POR
LESS -
CB P
C)
2x12 TRIM BOA
CB P
OPEN SLAT 1x6 SCREEN
BELOW DECK
Ljk Max_Allowed Structure Height
108.88
101ilitty N TP _
5' - 1 3/4" �—
Level 1 Subfloor
92' - 4 1 /2"
diagram showin
1 If
= 10'-0"
L
irinder alarm visibili
ULUIUA I IUN
\V/\11- I L L I L LL V-
--------- ----------------------
io
in
75th PI W
Allowed Structure _Hei hg t �
108.88 7V
- 2x12 FASCIA, TYP
- WD FENCE
Level 1 Subfloor
92' - 4 1 /2"
Average Existing Grade
83.88
Lower Level Slab 09L
81' - 0 5/8" �-1
re Height t0
108.88
-70
IDING
NER CONTROL PANEL W/ RED
GHT ON EAST SIDE OF HOUSE
EET. COORDINATE EXACT
J/ ARCHITECT AND OWNER
Subfloor
2' - 4 1 /2"
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Western Avenue
Suite 107
Seattle WA 98121
206.204.0490
www.motion-space.com
REGISTERED
ARCHITECT
*STATE
AZIM NICE
F WASHINGTON
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No.
Date Revision Description
1
1112012023 RC1
2
1112012023 Client Revisions
3
311412024 RC2
4
512312024 RC3
JOB #
MS2021-42
DATE
05/09/2024
RESUB
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Exterior
Elevations
A3.0
ALIGN MATERIAL CHA
w/ SILL OF WINDOWS (PARA
w/ ROOF SLOPE BEL
L/\IJ I IIVV U( I IINIJI I VI\/'1VL
rA
Flex Space N
1/4" = 1'-0"
A-., A 11....,..A +., ,,,+„r,, Hei hg t M �
108.88
-70
Subfloor
- 4 1 /2"
Max Allowed_ Structure H_ei hg t A--"
108.88
Mudroom S GRADE
U 1/4" = 1'-0"
West
1 1 Subfloor
92' - 4 1 /2"
North
1/4" = 1'-0"
- EXISTING & FINISH GRADE
.ture Hei ht
108.88
1 1 Subfloor
92' - 4 1 /2" 71110
sting Grade
83.88
Level Slab
81' - 0 5/8"
,ture Height Ar,\
108.88 -10
�l 1 Sub floor
92' - 4 1 /2"
stingGrade
83.88
r Level S�
81'-05/8" V
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Date Revision Description
1
1112012023 RC1
2
1112012023 Client Revisions
JOB #
MS2021-42
DATE
05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Exterior
Elevations
A3. 1 2
108.88
om S TP
104' - 6"
South TP �
Y - 7 1 /8" 1
Subfloor
?' -- 4 1 /2"
ace TP
1'- 1 3/4"
ig_Grade
83.88
ISlab �
' -' 0 5/8"
N-S Through Garage
1 /4" = 1'-0"
RA.,., All,,,.,,.,4 +r,,,.+,ire_Hei hg t M �
108.88 70
)om S TP
104' - 6"
South TP
0'-71/8"
Subfloor
2'- 4 1 /2"
space TP t
1'- 1 3/4"
ng_Grade
83.88
.evel Sl _
1'- 0 5/8"
N-S Through Kitchen
' 1 /4" = 1'-0"
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No.
Date Revision Description
JOB #
MS2021-42
DATE
05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Building Sections
A4.0
O
o
-- -- -
(E)90.29
-- _1
--
- _ —-----------
(E) 75.82
-
--
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AVERAGE GRADE CALC:
LINE OF DECK \Ii
1
=AVERAGE(90.29', 91.53', 75.82', 77.89')
INCLUDED IN
BOUNDING BOX
i
=83.88'
MAX BUILDING HEIGHT = 108.88'
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(E) 77.89 I \
Height Calc Diagram
11I = 20'-011
EXTI
SIDI
INTI
SF
Section Through P. Closet
1/4" = 1'-0"
I
E-W through Flex Space
1/4" = 1'-0"
E-W through Ent
1 /4" = 1'-0"
Max Allowed Structure Hei hg t �
108.88
1 Subfloor
92' - 4 1 /2"
vlspace TP Ad
91 ' - 1 3/4"
>tg Grade
83.88
Level Slab A-:�
81' - 0 5/8"
Max Allowed_ Structure H_ei hg t �
108.88
1 1 Subfloor
92' - 4 1 /2"
AtIs ace TIP
91' - 1 3/4"
3tinq Grade &-�
83.88 710
Level Slab �
81'-05/8"
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Date Revision Description
JOB #
MS2021-42
DATE
05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Building Sections
A4. 1
CEMENTE
PANEL;
MILESTONE
TRENCH
E-W Throu
1 /4" = 1'-0"
h Garaae
I A r) 01MIAIt'
:ture Height
ins .88 V
'��ace S TP �
107' - 0" V
Garage tt
100' - 7 1 /88
1 1 Subfloor
92' - 4 1 /2"
wlspace TP
91 ' - 1 3/4"
sting Grade AL
83.88
Level Slab L
81' - 0 5/8 \-w
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No.
Date Revision Description
JOB #
MS2021-42
DATE
05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Building Sections
A4.2
ROOF ASSEMBLY:
METAL ROOFING
o/ APPROVED UNDERLAYMENT
o/ STRUCTURAL SHEATHING
o/ ROOF RAFTERS PER STRUCTURAL
w/ 3" MIN CLOSED -CELL SPRAY FOAM INSULATION
w/ BATT INSULATION
o/ 5/8" G W B
ENTIRE ASSEMBLY TO BE R-49 MIN
2x10 INT FASCIA WHERE PRESENT PER ROOF PLAN
2x12 EXT FASCIA
GUTTER
BLOCKING
VENTED SOFFIT PANEL
TYPICAL EXTERIOR WALL ASSEMBLY:
LAP SIDING
o/ BUILDING WRAP
o/ STRUCTURAL SHEATHING
o/ 2x6 STUDS @16" OC
w/ 3" MIN CLOSED -CELL SPRAY FOAM INSULATION
o/ UNFACED BATT INSULATION
o/ 1 /2" G W B
ENTIRE ASSEMBLY TO BE R-21 MIN
INSTALL WINDOWS PER DETAIL 1/A5.0, TYP
36" H MIN GUARD RAIL
INSTALLED PER STRUCTURAL
TYPICAL DECK:
18" x 18" x 3/4" PAVERS
o/ PEDESTAL SYSTEM
o/ WATERPROOF MEMBRANE
o/ SHEATHING PER STRUCTURAL
o/ TAPERED STRIPS SLOPED 1/4" PER FOOT
o/ DECK JOISTS PER STRUCTURAL
METAL CAP FLASHING
(SLOPED TO INSIDE)
o/ SOLID BLOCKING
2x12 BAND w/ SIDING
BELOW
VENTED SOFFIT PANEL
Typical Wall Section
1 /2" = 1'-0"
Level 1 Subfloor
92' - 4 1 /2"
Crawlsspace TP
91' - 1 3/4"
IT SILL PLATE
'YPICAL FURRED WALL ASSEMBLY:
/2" GWB
/ 2x4 STUDS @ 16" OC
r/ R15 INSULATION
/ 1" R-6 RIGID INSULATION
R-21 TOTAL)
IEW SLAB PER STRUCTURAL:
" THICK REINFORCED CONC SLAB
/ 6 MIL MIN VAPOR BARRIER
/ R-10 RIGID INSULATION UNDER ENTIRE SLAB
/ 4" CAPILLARY BREAK
Lower Level Slab
81'-05/8"
IT SILL PLATE w/ SILL SEAL BELOW
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No.
Date Revision Description
JOB #
MS2021-42
DATE
05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Wall
Section
A5.0
BASIC CONCEPT:
ENVELOPE IS WATER TIGHT
PRIOR TO SIDING (YOU COULD
TAKE A WATER HOSE TO THE
HOUSE PRIOR TO SIDING AND
NO WATER WOULD REACH THE
WOOD FRAMING.
NOTE:
VERIFY THAT ALL
FLASHING, SILL PAN
FLASHING, BUILDING
PAPER, AND SEALANT IS
APPROVED
COMPATIBLE.
ROUGH
FRAMED
WINDOW
OPENING 12"
6" 12
12"
APRON
FASTENERS /
v�
L STEP 1)
APPLY APPROVED APRON, ALIGN
WITH BOTTOM OF OPENING AND STEP 3)
ATTACH ONLY AT TOP ADD ADHESIVE -TYPE FLASHING
AT SIDES OF OPENING, LAP OVER
STEP 2) PAN FLASHING
APPLY ADHESIVE -TYPE FLEXIBLE FLASHING STEP 4)
(INSTALL SQUARE IN OPENING AND TIGHT ADD FLEXIBLE ADHESIVE -TYPE
IN CORNERS, THEN FOLD AROUND) FLASHING AT WINDOW HEAD,
COMPLETELY ENCASE SILL, 3" MIN WRAP APPLY OVER SIDE FLASHING
AT SIDES
STEP 5)
APPLY CONTINUOUS 3/8" BEAD OF
CORRECT INCORRECT \ SEALANT TO TOP AND SIDES AT
EDGE OF OPENING IMMEDIATELY
PRIOR TO WINDOW INSTALLATION
SILL (ONLY IF FLANGE -TYPE WINDOW IS
Tn RP: INSTALLED)
Window Flashing Detail (Typical Door Flashing Similar - Install w/ Hard
Sill Pan Method)
NITS
SECURE VERTICAL FACE OF
SCUPPER TO WALL WITH IB
APPROVED FASTENERS
IB CLAD METAL
SQUARE TAPERED
DRAIN TUBE
Roof Overflow Scu
1 1/2" = 1'-0"
INSTALL (3)
CONTINUOUS BEADS OF
SEALANT AT OVERLAP,
TYP
GALVANIZED
SHEET METAL
BASE FLASHING
1/4" JOINT
er
Flashing Detail - Curb Corner
1 1/2" = 1'-0"
- ROOF CURB
EXTENT OF CURB IB
BASE FLASHING
OVERLAP WITH
ROOF MEMBRANE
IB ROOF
MEMBRANE
- CONTINUOUS
PERIMETER WELD
AROUND THE BASE
OF TARGET SHEET
ROOFING
MEMBRANE OVER
3/4" PLYWOOD
SLOPED TO DRAIN
GROMMET FASTENER AT 24"
O/C TYP. AT CAP FLASHING
PRESSURE TREATED SLOPED
BLOCKING (SLOPE TO INSIDE)
INSTALL ICE AND RAIN SHIELD
OVER TOP OF WALL UNDER CAP
FLASHING. CAP OVER BUILDING
PAPER AND ROOF MEMBRANE
SIDING (SHOWN
DASHED)
BUILDING PAPER O/
EXTERIOR
SHEATHING
GALVANIZED SHEET
METAL BASE
FLASHING OVER
BUILDING PAPER
INSTALL (3) BEADS OF
SEALANT CONTINUOUS
AT OVERLAP
CONTINUOUS
CLEAT, TYPICAL
NOTE: TRIM SHEET MET/
FLASHING FOR WINDOW
CLEARANCE WHERE NEC
INSTALL BASE FLASHING UNDER
FLANGE OF WINDOW
/ 4" MIN
r'
WINDOW
FLANGE
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4" MIN
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STEP 6)
INSTALL WINDOW PER
MANUFACTURES RECOMMENDATIONS
STEP 7) I
CLEAN FACE OF WINDOW FLANGES
AND APPLY ADHESIVE -TYPE STRAIGHT
FLASHING ON SIDES, COMPLETELY
LAP SIDES OF SILL PAN, EXTEND 4"
ABOVE AND BELOW OPENING
STEP 8)
APPLY ADHESIVE -TYPE HEAD FLASHING
OVER TOP FLANGE AND SIDE FLASHING
STEP 9)
APPLY 1ST COURSE OF BUILDING PAPER,
TUCK UP AND UNDER APRON
Flashing Detal - Curb Terminates at Corner
1 1/2" = 1'-0"
Roof Drain Detail
1 1/2" = 1'-0"
ALTERNATE HARD SILL PAN
LAP 6" MIN AT ENDS APRON METHOD - SUBSTITUTE
STEPS 1 - 5 WITH THESE
(TYPICAL DOOR FLASHING
SIMILAR)
I I
I I
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I I
/ J ROUGH
FRAMED
/ WINDOW
OPENING 12"
12" � I
1„ 4°
APRON
IN FASTENERS
i
SIDING (SHOWN
DASHED)
� I I
i
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I I
LOWEST COURSE
OF BUILDING
PAPER
STEP 1)
STEP 10) APPLY APPROVED APRON, ALIGN STEP 3)
APPLY COURSES OF BUILDING WITH BOTTOM OF OPENING AND ADD ADHESIVE -TYPE FLASHING
PAPER IN WEATHERBOARD ATTACH ONLY AT TOP AT SIDES OF OPENING, LAP OVER
FASHION, LAPPING JOINTS A MIN OF STEP 2) PAN FLASHING
3" INSTALL HARD SILL PAN STEP 4)
(4"-6" RECOMMENDED) OVER APRON ADD FLEXIBLE ADHESIVE -TYPE
FLASHING AT WINDOW HEAD,
BUILDING PAPER WIDTH MAY VARY. APPLY OVER SIDE FLASHING
IT IS CRITICAL THAT BUILDING I STEP 5)
PAPER LAPS FLASHING AT WINDOW HEAD AND BUILDING PAPER GOES APPLY CONTINUOUS 3/8" BEAD OF
UNDER APRON FLASHING. SEALANT TO TOP AND SIDES AT
EDGE OF OPENING (ONLY IF
FLANGE -TYPE WINDOW IS TO BE
INSTALLED)
PRE -FINISHED SHEET
METAL FLASHING
(COLOR PER
SPECIFICATIONS)
PRESSURE TREATED
SLOPED BLOCKING
(SLOPE TO INSIDE, TYP)
INSTALL ICE AND RAIN
SHIELD OVER TOP OF WALL
UNDER CAP FLASHING. LAP
OVER BUILDING PAPER AND
ROOF MEMBRANE.
CONTINUE UP WALL BEHIND
FLASHING
IB DRAIN TARGET,
PERIMETER WELDED
METAL DRAIN
SCREEN
DRAIN ASSEMBLY
IB ROOF MEMBRANE
PVC DRAIN LINE
(CEMENTED TO DRAIN
ASSEMBLY)
1/4"
SIDING (SHOWN
DASHED)
Flashing Detail - Splice Plate
1 1/2" = 1'-0"
IB Roof S
NTS
(3) CONTINUOUS BEADS OF
SEALANT AT OVERLAP AT EACH
SIDE
PRESSURE TREATED SLOPED
BLOCKING (SLOPE TO INSIDE)
INSTALL ICE AND RAIN SHIELD
OVER TOP OF WALL UNDER CAP
FLASHING. CAP OVER BUILDING
PAPER AND ROOF MEMBRANE
tems Post Flashing Detail DS-PS-01
ANT
3ANDING
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206.204.0490
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8721 REGISTERED
ARCHITECT
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STATE OF WASHINGTON
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No.
Date Revision Description
JOB #
MS2021-42
DATE
05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Details
A5. 1
K�
C
D2 '
5 6
Mechanical Diagram - Level 1 Framing
_ 1/411 = 1'-011
DHW
domestic hot water heater
FIR
floor return
FS
floor supply
HEPA
HEPA filter
HP
heat pump
HRV
HRV unit
HYD
hydronic heating system buffer tank
PUMP
ejector pump
RH
range vent hood
WR
wall return
DROPPED CEILING
NOTE: See structural plans / details
for structural information. Joists on
this sheet are for illustrative
purposes only
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206.204.0490
www.motion-space.com
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ARCHITECT
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No.
Date Revision Description
JOB #
MS2021-42
DATE
05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Mech Diagram - L1
Floorplate
A7.1
D2 /
1 2 3 6 7 8 9 10 11�
I I I I I I I I I
I
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1
� Mechanical Diagram -Roof Framin
AHU
air handling unit
CS
ceiling supply
DE
direct exhaust
DHW
domestic hot water heater
FIR
floor return
FS
floor supply
HEPA
HEPA filter
HP
heat pump
HRV
HRV unit
HYD
hydronic heating system buffer tank
PUMP
ejector pump
RH
range vent hood
WR
wall return
------ FRESH AIR (ERV SUPPLY / INTAKE)
DIRECT EXHAUST
COOLANT LINES TO HEAT PUMP
DROPPED CEILING
NOTE: See structural plans / details
for structural information. Joists on
this sheet are for illustrative
purposes only
RAJ
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206.204.0490
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REGISTERED
ARCHITECT
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No.
Date Revision Description
JOB #
MS2021-42
DATE
05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Mech Diagram - Roof
Framing
A7.2
SAFETY GLAZING NOTES
GLAZING (R308)
R308.4 Hazardous locations. The locations specified in Sections
R308.4.1 through R308.4.7 shall be considered to be specific
hazardous locations for the purposes of glazing.
R308.4.1 Glazing in doors. Glazing in fixed and operable panels of
swinging, sliding and bifold doors shall be considered to be a hazardous
location.
Exceptions:
• Glazed openings of a size through which a 3"-diameter sphere is unable
to pass.
• Decorative glazing.
R308.4.2 Glazing adjacent to doors. Glazing in an individual fixed or
operable panel adjacent to a door shall be considered
to be a hazardous location where the bottom exposed edge of the glazing
is less than 60" above the floor or walking surface and it meets either of
the following conditions:
1. Where the glazing is within 24" of either side of the door in the plane of
the door in a closed position.
2. Where the glazing is on a wall less than 180 degrees from the plane of
the door in a closed position and within 24" of the hinge side of an in -
swinging door.
Exceptions:
1. Decorative glazing.
2. Where there is an intervening wall or other permanent barrier between
the door and the glazing.
3. Where access through the door is to a closet or storage area 3' or less
in depth. Glazing in this application shall comply with Section R308.4.3.
4. Glazing that is adjacent to the fixed panel of patio doors.
R308.4.3 Glazing in windows. Glazing in an individual fixed or operable
panel that meets all of the following conditions shall be considered to be a
hazardous location:
1. The exposed area of an individual pane is larger than 9 sq ft.
2. The bottom edge of the glazing is less than 18" above the floor.
3. The top edge of the glazing is more than 36" above the floor.
4. One or more walking surfaces are within 36", measured horizontally
and in a straight line, of the glazing.
Exceptions:
1. Decorative glazing.
2. Where glazing is adjacent to a walking surface and a horizontal rail is
installed 34 to 38" above the walking surface. The rail shall be
capable of withstanding a horizontal load of 50 pounds per linear foot
without contacting the glass and have a cross -sectional height of not
less than 1-1/2".
3. Outboard panes in insulating glass units and other multiple glazed
panels where the bottom edge of the glass is 25' or more above
grade, a roof, walking surfaces or other horizontal [within 45 degrees
of horizontal] surface adjacent to the glass exterior.
R308.4.4 Glazing in guards and railings. Glazing in guards and railings,
including structural baluster panels and nonstructural in -fill panels,
regardless of area or height above a walking surface shall be considered
to be a hazardous location.
R308.4.4.1 Structural glass baluster panels. Guards with structural
glass baluster panels shall be installed with an attached top rail or
handrail. The top rail or handrail shall be supported by not less than three
glass baluster panels, or shall be otherwise supported to remain in place
should one glass baluster panel fail.
Exception: An attached top rail or handrail is not required where the
glass baluster panels are laminated glass with two or more glass plies
of equal thickness and of the same glass type.
R308.4.5 Glazing and wet surfaces. Glazing in walls, enclosures or
fences containing or facing hot tubs, spas, whirlpools, saunas, steam
rooms, bathtubs, showers and indoor or outdoor swimming pools where
the bottom exposed edge of the glazing is less than 60" measured
vertically above any standing or walking surface shall be considered to be
a hazardous location. This shall apply to single glazing and each pane in
multiple glazing.
Exception: Glazing that is more than 60", measured horizontally and in
a straight line, from the water's edge of a bathtub, hot tub, spa, whirlpool
or swimming pool or from the edge of a shower, sauna or steam room.
R308.4.6 Glazing adjacent to stairs and ramps. Glazing where the
bottom exposed edge of the glazing is less than 36" above the plane of
the adjacent walking surface of stairways, landings between flights of
stairs and ramps shall be considered to be a hazardous location.
Exceptions:
1. Where glazing is adjacent to a walking surface and a horizontal rail is
installed at 34 to 38" above the walking surface. The rail shall be
capable of withstanding a horizontal load of 50 pounds per linear foot
without contacting the glass and have a cross -sectional height of not
less than 1-1/2".
2. Glazing 36" or more measured horizontally from the walking surface.
R308.4.7 Glazing adjacent to the bottom stair landing. Glazing
adjacent to the landing at the bottom of a stairway where the glazing is
less than 36" above the landing and within a 60" horizontal arc less than
180 degrees from the bottom tread nosing shall be considered to be a
hazardous location.
Exception: Where the glazing is protected by a guard complying with
R312 and the plane of the glass is more than 18" from the guard.
SKYLIGHTS
R308.6 Skylights and sloped glazing. Skylights and sloped glazing shall
comply with all sections under R308.6.
R308.6.2 Materials. Glazing materials shall be limited to the following:
1. Laminated glass with not less than a 0.015" polyvinyl butyral interlayer
for glass panes 16 sq ft or less in area located such that the highest
point of the glass is not more than 12' above a walking surface; for
higher or larger sizes, the interlayer thickness shall be not less than
0.030 inch.
2. Fully tempered glass.
3. Heat -strengthened glass.
4. Wired glass.
5. Approved rigid plastics.
GLASS BLOCK (11610)
Glass block panels complying with R610 are exempt from hazardous
locations.
WINDOW NOTES
Window head heights measured from subfloor or top of
concrete slab - confirm with Architect. If gyperete is present,
confirm head height base point with Architect.
Window schedule indicates rough opening sizes. Verify with
Architect all window sizes before framing openings.
At trapezoidal windows, rough opening height is given at a
unit maximum, rounded to the nearest 1/8". Verify in field.
Provide window submittals to Architect prior to ordering
windows.
All window headers & casings should align with door header
casings & trims on exterior and interior of building unless
indicated otherwise. Adjust R.O. heights or cut down doors
as necessary (consult w/ architect as necessary).
See project specifications for window manufacturer and other
information.
Contractor to order egress windows with proper egress
hardware where required to meet code requirements.
Contractor to verify all egress windows ordered meet current
code egress requirements. Casement egress windows must
open 90 degrees minimum.
DOOR NOTES
Door schedule indicates door panel size except in the case
of unit doors, where it indicates rough opening size. Unit
doors are noted in schedule.
Verify with Architect all door sizes before framing openings.
All operations noted on floor plans and/or elevations. If a
door key is provided, it is for convenience and may not
indicate all the necessary options of a door.
In remodels, exterior door sizes indicated may be
approximate. Contractor to confirm actual door sizes and
rough opening sizes for all doors.
Provide door submittals to Architect prior to ordering doors.
All window headers & casings should align with door header
casings & trims on exterior and interior of building unless
noted otherwise.
All glazing in new doors to be approved safety -glazing.
Contractor is to verify that all doors requiring safety glazing
are manufactured and installed with the correct glazing.
See project specifications for door manufacturer and other
information.
All exterior doors and doors to unheated spaces shall be
fully weatherstripped.
ENERGY CODE REQUIREMENTS
Table 402.1.1 Insulation & Fenestration Requirements by Component (Climate Zone 5 & Marine 4)
Fenestration Skylight Ceiling Vaulted Ceiling Wood -Frame Wall Below Floor Slab on Grade
U-Factor U-Factor R-Value R-Value (e) Wall R-Val (h) Grade (c) R-Value R-Value
T Depth (d)
0.28 0.50 R-49 R-38 R-21 10/15/21 + 5TB R-38R-10; d
NFRC NFRC
c. "10/15/21 + TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of
the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall.
"10/15/21 +TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous
insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall.
d. R-10 continuous insulation is required under entirety of slab at heated space per alt energy credit 1.3.
e. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth
extends over the top plate of the exterior wall.
h. Headers insulated with a minimum of R-10 insulation.
CERTIFICATE (R401.3): A permanent certificate shall be completed by the builder or other approved party and
posted on a wall in the space where the furnace is located, a utility room, or an approved location inside
the building.
AIR LEAKAGE (R402.4.1.2): Blower door testing. Air leakage shall not exceed 2 air changes/hour, and shall be tested per sec R402.4.1.2
Provide a written report of the test results signed by the testing party, to the building inspector, prior to approved final inspection.
THERMOSTAT (R403.1): At least one thermostat shall be provided for each separate heating and cooling system. Where the primary
heating system is a forced -air furnace, at least one programmable thermostat per dwelling unit shall be provided.
DUCTWORK (R403.3.7): For forced air ducts, a maximum of 10 linear feet of return ducts and 5 linear feet of supply ducts is permitted to be
located outside the conditioned space, provided they are insulated to a minimum of R-8. Duct leakage test results shall be provided to the
Building Inspector and homeowner prior to an approved final inspection.
LIGHTING (R404.1): Not less than 90 percent of lamps in permanently installed lighting fixtures shall be high -efficacy lamps.
ENERGY CREDITS:
1.0 System Type 2: Initial heating system using a heat pump that meets federal standards for the equipment listed in Table C403.3.2(1)
C or C403.3.2(2);
0.5 Option 1.3: Efficient Building Envelope - Vertical fenestration U=0.28, Floor R-38, Slab on grade R10 perimeter & under entire slab;
1.0 Option 2.2: Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air changes per hour maximum at 50
Pascals
1.5 Option 3.5: Air -source, centrally ducted heat pump with minimum HSPF of 11.0;
2.0 Option 5.5: Electric heat DumD water heater meetina the standards for Tier III of NEEA's advanced water heatina specification:
6.0 TOTAL
Glazing in windows & doors shall have a maximum U-Value of 0.28.
All head heights given from Level 1 Subfloor (not gyperete topping slab or finished floor)
New - Window Schedule
Mark
Width (RO)
Height (RO)
Hd Ht (RO)
Operation
Thermal
Safety
Privacy
Egress
Location
Description
Net Max Height
Net Width
Slope
Glazing Area
W01
24"
36"
7' - 4"
Awning
•
Powder
35 1/2"
23 1/2"
6 SF
W02
33 1/2"
58 1/2"
13'- 9 7/8"
Fixed
•
trapezoid. top flush w/ roof joists
58"
33"
5.79'
13 SF
W03
33 1/2"
61 7/8"
14'- 1 1/4"
Fixed
•
trapezoid. top flush w/ roof joists
61 1/2"
33"
5.79'
14 SF
W03.9
41"
36"
3' - 2"
Fixed
•
Entry
35 1/2"
40 1/2"
10 SF
W04
41"
72"
9'- 1 1/2"
1x casement
•
Entry
71 1/2"
40 1/2"
20 SF
W05
41"
65 3/4"
14'- 5 1/4"
Fixed
•
Entry
trapezoid. top flush w/ roof joists
65 1/2"
40 1/2"
5.79*
18 SF
W06
39"
70 1/2"
14'- 9 7/8"
Fixed
•
Entry
trapezoid. top flush w/ roof joists
70"
38 1/2"
5.79*
18 SF
W06.9
40"
36"
3'- 2"
Fixed
•
Entry
35 1/2"
39 1/2"
10 SF
W07
40"
72"
9'- 1 1/2"
Fixed
•
Entry
71 1/2"
39 1/2"
20 SF
W08
40"
74 1/2"
16- 1 3/4"
Fixed
•
Entry
trapezoid. top flush w/ roof joists
74"
39 1/2"
5.79'
20 SF
W08.9
40"
36"
3' - 2"
Fixed
•
Entry
35 1/2"
39 1/2"
10 SF
W09
40"
72"
9'- 1 1/2"
1x casement
•
Entry
39 1/2"
20 SF
W10
40"
78 1/2"
15'- 5 3/4"
Fixed
•
Entry
trapezoid. top flush w/ roof joists
78"
39 1/2"
5.79*
21 SF
W16.9
35"
36"
3'- 2"
Fixed
•
Guest Suite
35 1/2"
34 1/2"
9 SF
W17
35"
72"
9'- 1 1/2"
1x casement
•
•
Guest Suite
71 1/2"
34 1/2"
17 SF
W18
35"
69"
14'- 8 1/2"
Fixed
•
Guest Suite
trapezoid. top flush w/ roof joists
68 1/2"
34 1/2"
3.180
16 SF
W19
40"
64 1/8"
14'- 8"
Fixed
•
Guest Suite
trapezoid. bottom parallel w/roof slope below
63 1/2"
39 1/2"
2.390
17 SF
W20
40"
62 3/8"
14'-8"
Fixed
•
Guest Suite
trapezoid. bottom parallel w/roof slope below
62"
39 1/2"
2.39'
17 SF
W21
40"
60 3/4"
14'-8"
Fixed
•
Guest Suite
trapezoid. bottom parallel w/roof slope below
60 1/2"
39 1/2"
2.39'
16 SF
W22
40"
58 7/8"
14'-8"
Fixed
•
Guest Flex/Closet
trapezoid. bottom parallel w/roof slope below
58 1/2"
39 1/2"
2.39'
16 SF
W23
40"
57 1/4"
14'- 8"
Fixed
•
Guest Flex/Closet
trapezoid. bottom parallel w/roof slope below
56 1/2"
39 1/2"
2.39'
15 SF
W24
40"
55 5/8"
14'- 8"
Fixed
•
Guest Flex/Closet
trapezoid. bottom parallel w/roof slope below
55"
39 1/2"
2.39*
15 SF
W25
40"
40 3/8"
13'- 4 7/8"
Fixed
•
Mud Room
trapezoid. bottom parallel w/roof slope below
40"
39 1/2"
2.390
11 SF
W26
40"
42"
13'- 4 7/8"
Fixed
•
Mud Room
trapezoid. bottom parallel w/roof slope below
41 1/2"
39 1/2"
2.390
11 SF
W27
40"
43 3/4"
13'- 4 3/4"
Fixed
•
Mud Room
trapezoid. bottom parallel w/roof slope below
43"
39 1/2"
2.390
11 SF
W28
36"
48"
7' - 4"
Fixed
•
Garage
head aligns w/ garage door
47 1/2"
35 1/2"
12 SF
W29
40"
87"
7' - 2"
Fixed
•
Mud Room
86 1/2"
39 1/2"
24 SF
W30
60"
43 1/8"
13'- 2 5/8"
Fixed
•
Mud Room
trapezoid. top flush w/ roof joists
42 1/2"
59 1/2"
3.04'
17 SF
W31
36"
48"
7'- 4"
Casement
•
Dog Room
47 1/2"
35 1/2"
12 SF
W32
40"
48"
7'- 4"
Fixed
•
Pantry
47 1/2"
39 1/2"
13 SF
W33
40"
117 7/8"
9'- 9 5/8"
Fixed
•
Pantry
trapezoid. top flush w/ roof joists
117 1/2"
39 1/2"
4.640
32 SF
W34
72"
54"
8'- 1 1/2"
XO Slider
•
Kitchen
53 1/2"
71 1/2"
27 SF
W35
27"
54"
8'- 1 1/2"
Casement
•
Kitchen
26 1/2"
10 SF
W36
45"
54"
8'- 1 1/2"
Fixed
•
Kitchen
53 1/2"
44 1/2"
17 SF
W37
40"
54"
8'- 1 1/2"
Fixed
•
Kitchen
53 1/2"
39 1/2"
15 SF
W38
40"
132 7/8"
1 V - 0 5/8"
Fixed
•
•
Kitchen
trapezoid. top flush w/ roof joists
132 1/2"
39 1/2"
4.64'
36 SF
W39
40"
135 7/8"
11'- 3 5/8"
Fixed
•
•
Kitchen
trapezoid. top flush w/ roof joists
135 1/2"
39 1/2"
4.64*
37 SF
W40
40"
139 1/8"
11'- 6 7/8"
Fixed
•
•
Kitchen
trapezoid. top flush w/ roof joists
138 1/2"
39 1/2"
4.64'
37 SF
W41
38"
126"
10'- 7 1/2"
Fixed
•
•
Kitchen
125 1/2"
37 1/2"
33 SF
W42
38"
126"
10'- 7 1/2"
Fixed
•
•
Kitchen
125 1/2"
37 1/2"
33 SF
W43
42"
58 1/4"
14'- 9 5/8"
Fixed
•
Living
trapezoid. top flush w/ roof joists
57 1/2"
41 1/2"
5.59'
16 SF
W44
42"
120"
10' - 1 1/2"
Fixed
•
•
Living
119 1/2"
41 1/2"
34 SF
W45
42"
53 1/2"
14'- 4 7/8"
Fixed
•
Living
trapezoid. top flush w/ roof joists
53"
41 1/2"
5.59'
15 SF
W46
42"
120"
10'- 1 1/2"
Fixed
•
•
Living
119 1/2"
41 1/2"
34 SF
W47
42"
49 3/8"
14'- 0 7/8"
Fixed
•
Living
trapezoid. top flush w/ roof joists
49"
41 1/2"
5.59'
14 SF
W48
42"
120"
10'- 1 1/2"
Fixed
•
•
Living
119 1/2"
41 1/2"
34 SF
W49
42"
45 3/8"
13'- 8 7/8"
Fixed
•
Living
trapezoid. top flush w/ roof joists
45"
41 1/2"
5.590
12 SF
W50
42 1/4"
64 1/2"
7'- 1 3/8"
Fixed
•
Dining
trapezoid. top flush w/ roof joists
64"
41 3/4"
3.230
18 SF
W51
42 1/4"
66 7/8"
7' - 3 3/4"
Fixed
•
Dining
trapezoid. top flush w/ roof joists
66 1/2"
41 3/4"
3.23'
19 SF
W52
42"
120"
10' - 1 1/2"
Fixed
•
•
Living
119 1/2"
41 1/2"
34 SF
W53
42"
66 3/8"
15'- 5 3/4"
Fixed
•
Living
trapezoid. top flush w/ roof joists
66"
41 1/2"
5.59'
18 SF
W54
42"
120"
10'- 1 1/2"
Fixed
•
•
Living
119 1/2"
41 1/2"
34 SF
W55
42"
62 1/4"
15'- 1 3/4"
Fixed
•
Living
trapezoid. top flush w/ roof joists
62"
41 1/2"
5.59*
17 SF
W56
42"
120"
10'- 1 1/2"
Fixed
•
•
Living
119 1/2"
41 1/2"
34 SF
W57
54"
120"
10'- 1 1/2"
Fixed
•
•
Living
119 1/2"
53 1/2"
44 SF
W58
54"
24"
12'- 1"
Fixed
•
Living
23 1/2"
53 1/2"
9 SF
W58.9
54"
36"
3'- 2"
1x Awning
•
Primary Bedroom
35 1/2"
53 1/2"
13 SF
W59
54"
84"
10' - 1 1/2"
Fixed
•
Primary Bedroom
83 1/2"
53 1/2"
31 SF
W59.9
54"
36"
3' - 2"
1x Awning
•
Primary Bedroom
35 1/2"
53 1/2"
13 SF
W60
54"
84"
10'- 1 1/2"
Fixed
•
Primary Bedroom
83 1/2"
53 1/2"
31 SF
W62
31"
36"
3'- 2"
Fixed
•
•
Primary Bath
fiberglass
35 1/2"
30 1/2"
8 SF
W63
31"
61 1/8"
8'- 2 5/8"
Casement
•
Primary Bath
fiberglass
60 1/2"
30 1/2"
13 SF
W64
48"
97 1/8"
8'- 2 5/8"
Fixed
•
•
Primary Bath
fiberglass
96 1/2"
47 1/2"
32 SF
W65
77 3/4"
24"
12'- 1 1/2"
Fixed
•
Primary Closet
23 1/2"
77 1/4"
13 SF
W66
78"
24"
12'- 1 1/2"
Fixed
•
Primary Closet
23 1/2"
77 1/2"
13 SF
W67
72"
24"
8'- 1 1/2"
Fixed
•
Primary Bath
23 1/2"
71 1/2"
12 SF
W68
24"
84"
7' - 4"
Casement
•
•
Laundry
83 1/2"
23 1/2"
14 SF
1,298 SF
All head heights given from Level 1 Subfloor (not gyperete topping slab or
finished floor)
** Width & Height are indicated as RO for unit doors, and as panel size for
panel doors; "Opening" sizes are clear opening dimensions
New - Panel Door Schedule
Panel or Safety Glazing
Mark Unit Width ** Height ** Thickness Operation Thermal Glazing Privacy Location Description Area
001
Panel
36"
80"
1 3/4"
Swing
•
Mechanical / Storage
0 SF
102
Panel
30"
84"
1 3/8"
Swing
Powder
0 SF
103
Panel
36"
84"
1 3/8"
Swing
Primary Bedroom
0 SF
104
Opening
36"
84"
0"
Opening (cased)
Laundry
108
Panel
36"
84"
1 3/4"
Swing
•
Garage
20 min solid core door w/ closer
0 SF
109
Panel
36"
84"
1 3/8"
Pocket
Mud Room
0 SF
112
Panel
192"
90"
1 3/4"
Overhead (Garage)
Garage
Lap siding applied on garage door
0 SF
113
Panel
30"
84"
1 3/8"
Pocket
Guest Bath
0 SF
114
Panel
28"
84"
1 3/8"
Pocket
Guest Bath
0 SF
115
Panel
36"
84"
1 3/8"
Swing
Guest Suite
0 SF
0 SF
New - Unit Door Schedule
Mark
Panel or
Unit
Width **
Height **
Thickness
Operation
Thermal
Safety
Glazing
Privacy
Location
Description
Net Width
Net Height
Glazing
Area
101
Unit
39"
108"
1 3/4"
Swing
•
•
Entry
mulled w/ adjacent window
38 1/2"
107 1/2"
29 SF
105
Unit
143 1/2"
120"
1 3/4"
Sliding (quadruple)
•
•
Primary Bedroom
143"
119 1/2"
120 SF
106
Unit
84"
120"
2"
Sliding
•
•
Dining
83 1/2"
119 1/2"
70 SF
107
Unit
39"
96"
1 3/4"
Swing
•
•
Kitchen
38 1/2"
95 1/2"
26 SF
110
Unit
36"
86 1/2"
1 3/4"
Swing
•
•
Dog Room
smart lock
35 1/2"
86"
22 SF
266 SF
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206.204.0490
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Date Revision Description
JOB #
MS2021-42
DATE
05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Window & Door
Schedules
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PILE NOTES:
1. GRADE BEAMS AND WALLS ARE TO BE TIED
TO A DEEP FOUNDATION SYSTEM, 1
CONSISTING OF 18" DIA. AUGERCAST PILES.
2. PILES ARE TO EXTEND 5 FEET MINIMUM
INTO THE STIFF SOIL ENCOUNTERED AT n 3 60 7 $ 9 10 11
APPROXIMATELY 36' BELOW GRADE. Y
3. ALL PILES ARE TO BE INSTALLED PER THE
RECOMMENDATIONS LISTED IN GEOTECH
REPORT PROVIDED BY NELSON
GEOTECHNICAL ASSOCIATES, INC. DATED
6-23-22.
4. ALL PILE INSTALLATION IS TO BE
OBSERVED BY A GEOTECHNICAL ENGINEER
FROM NELSON GEOTECHNICAL 2
ASSOCIATES, INC. B
5. CONCRETE USED FOR PILES IS TO BE 4000 BRACKET HOLDOWN E HDU4 S1.0 HDU4 HDU4
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Suite 107
Seattle WA 98121
206.204.0490
www.motion-space.com
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No. Date Revision Description
1 1112212023 RC1
2 1112212023 Client Revisions
JOB # MS2021-42
DATE 05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Foundation Plan
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1 2 3 (6) 7 8 9 10 11
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314
NOTE: ALL VISIBLE CONNECTORS
ARE TO BE POWDER COATED
STRUCTURAL FRAMING KEY
Concrete Wall Below
Wall Below
Wall Above
Span and Extents
GLB = Glulam
LSL = Laminated Strand Lumber (Timberstrand)
LVL = Microlam
PSL = Parallam
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Date Revision Descri
1112212023 Client Revisions
JOB # MS2021-42
DATE 05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
L1 Floor Framing
Plan
S0.1
N
(-8) (-9-) (1-0) 11
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S1.5 FRAME PANEL
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CORNER TO CORNER
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- 51.9
GLB 55-1/8 x 6
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NOTE: ALL VISIBLE CONNECTORS
ARE TO BE POWDER COATED
STRUCTURAL FRAMING KEY
Concrete Wall Below
Wall Below
Wall Above
Span and Extents
GLB = Glulam
LSL = Laminated Strand Lumber (Timberstrand)
LVL = Microlam
PSL = Parallam
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Suite 107
Seattle WA 98121
206.204.0490
www.motion-space.com
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Date Revision Descri
1112212023 Client Revisions
JOB # MS2021-42
DATE 05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
Low Roofs Framing
Plan
('IVA
Roof Framing Plan -LOW
N
SO.2
I I I
D
S2.0 HU410-2
HU410 (INSTALL UPSIDE DOWN)
(INSTALL UPSIDE DOWN) — x10 DFL#2
OR (2) 2x10 DFL#2
D1 HUC410 HUC410
,(3) 2x6
■
I 2x10 DFL#2 I 6x6 DFL#2
@ 24" OC `
B ' ;6x6 DFL#2 I
- - - (2) 2x10 '
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(3) 2x6 (3) 2x6
HUC410-HUC410
1' - 11" CANTILEVER 4x10 DFL#2 T2'- 0 1/2" CANTILEVER
G OR (2) 2x10 DFL#2
S1.9
HU410 HU410-2
(INSTALL UPSIDE DOWN) (INSTALL UPSIDE DOWN)
� I I
2 3
I
HUC410
(INSTALL UPSIDE DOWN)
2x10 HF#2 / I
BLOCK @ 24' OC
HUC210-2 /
(INSTALL UPSIDE DOWN)
1 4 6
Roof Framing Plan - HIGH
_ 1 /4'1 = 1'-011
—n 49
8 9
H
HUC410 ,HUC210-2 HUC210-2 g2.0 HUC210-2
(SLOPED AND SKEWED)
(2) 2x10 DFL#2 (2) 2x10 DFL#2
400 DFt"#2 - _ - - - -- - - - -
OR (2i ?X1�FL�
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NOTE: ALL VISIBLE CONNECTORS
ARE TO BE POWDER COATED
STRUCTURAL FRAMING KEY
Concrete Wall Below
Wall Below
Wall Above
Span and Extents
GLIB = Glulam
LSL = Laminated Strand Lumber (Timberstrand)
LVL = Microlam
PSL = Parallam
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rzSeattle WA 98121
206.204.0490
www.motion-soace.com
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Date Revision Descri
1112212023 Client Revisions
JOB # MS2021-42
DATE 05/19/2023
RES U B
5/23/2024
CITY OF EDMONDS
DEVELOPMENT
SERVICES DEPARTMENT
High Roofs Framing
Plan
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STRUCTURAL NOTES
GENERAL:
ALL METHODS, MATERIALS AND WORKMANSHIP ARE TO CONFORM TO THE
INTERNATIONAL BUILDING CODE AND STANDARDS, 2018 EDITION (IBC '18), AS
AMENDED AND ADOPTED BY THE GOVERNING JURISDICTION.
THE CONTRACTOR IS RESPONSIBLE FOR THE FOLLOWING:
a.) PROVIDING TEMPORARY SHORING AND BRACING UNTIL ALL STRUCTURAL
ELEMENTS HAVE BEEN INSTALLED AND CONNECTIONS COMPLETED.
b.) FIELD VERIFICATION AND COORDINATION OF ALL DIMENSIONS AND
ELEVATIONS BEFORE PROCEEDING WITH THE WORK.
c.) BRINGING TO THE ATTENTION OF THE BUILDING DESIGNER ANY CONFLICTS
IN DIMENSIONS, MATERIALS OR NOTES SHOWN ON THE PLANS.
d.) INSTALLATION OF PROPRIETARY PRODUCTS IN ACCORDANCE WITH
MANUFACTURER'S SPECIFICATIONS AND RECOMMENDATIONS.
MATERIALS, MEMBER SIZES, NOTES, ETC. SHOWN ON THESE STRUCTURAL
PLANS ARE SPECIFIC FOR THE PROJECT AND TAKE PRECEDENCE OVER ANY
CONFLICT WITH THE STRUCTURAL NOTES THAT FOLLOW.
DESIGN CRITERIA:
FLOOR LIVE LOAD 40 psf (with other live loads in accordance with
IBC '18, table 1607.1)
DECK LIVE LOAD 60 psf
ROOF SNOW LOAD 25 psf
WIND: V3s= 110 mph / Exp C /Kzt=2
SEISMIC: SEISMIC IMPORTANCE FACTOR 1=1
MAPPED SPECTRAL RESPONSE ACCELERATIONS, SS=148, S1=57
SITE CLASS=D, SEISMIC DESIGN CATEGORY: D
SPECTRAL RESPONSE COEFFICIENTS: SDS=0.99 AND SD1 =0.57
BASIC SEISMIC FORCE RESISTING SYSTEM: WOOD SHEARR WALL
RESPONSE MODIFICATION FACTORS: R CONCRETE SHEARWALL)
1R WOOD SHEARWALL
DESIGN BASE SHEAR BUILDING: 51.3 KIPS (ASD)
ANALYSIS PROCEDURE: EQUIVALENT LATERAL FORCE PROCEDURE
RETAINING WALL DESIGN PARAMETERS:
ACTIVE PRESSURE (UNRESTRAINED): 50 pcf
ACTIVE PRESSURE (RESTRAINED): 70 pcf
PASSIVE PRESSURE: 350 pcf
SOIL DENSITY : 110 pcf
COEFFICIENT OF FRICTION : 0.3
BEARING PRESSURE: 1000 psf
FOUNDATIONS:
FOUNDATION WALLS AND GRADE BEAMS ARE TO BE CONNECTED TO A DEEP FOUNDATION
SYSTEM CONSISTING OF 18" Dia. AUGERCAST PILES.
THE PILES SHALL EXTEND A MINIMUM OF FIVE FEET INTO THE STIFF SOIL ENCOUNTERED
ENCOUNTERED AT APROXIMATELY 36 FEET BELOW GRADE
PER THE REVISED GEOTECH REPORT THE ALLOWABLE DESIGN VALUES FOR THE 18" DIA. PILES
IS 35 TONS COMPRESSIONS AND 15 TONS UPLIFT.
THE PILES SHALL BE INSTALLED PER THE CRITERIA LISTED IN THE GEOTECH REPORT
PREPARED BY NELSON GEOTECHNICAL ASSOCIATES, INC DATED 06/23/22 WITH REVISIONS
DATED 11/2023
STRUCTURAL CONCRETE:
ALL CONCRETE IS TO BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE
WITH IBC '18, IBC '18 STANDARDS AND ACI-301. THE MINIMUM 28 DAY COMPRESSIVE STRENGTH
WALLS, GRADE BEAMS, AND SLABS:
THE MINIMUM 28 DAY COMPRESSIVE STRENGTH IS TO BE 3000 psi FOR WEATHERING. (2500psi USED
FOR DESIGN, SPECIAL INSPECTION NOT REQUIRED) WITH AIR ENTRAINMENT IN ACCORDANCE WITH
SECTION 1904.2.1. REINFORCING STEEL: #4 BARS AND #5 BARS TO BE GRADE 60 DEFORMED BARS
PER ASTM A615 WITH DETAILING, FABRICATION AND PLACEMENT PER IBC '18 AND ACI-318.
INTERSECTING CONCRETE WALLS ARE TO HAVE #4 CORNER BARS WITH A MINIMUM
OF 18" OF EMBEDMENT AND SPACED THE SAME AS THE HORIZONTAL REINFORCEMENT.
AUGERCAST PILES:
THE MINIMUM 28 DAY COMPRESSIVE STRENGTH IS TO BE 4000 PSI
REINFORCING STEEL: #4 AND #6 BARS AND TO BE GRADE 60 DEFORMED BARS
PER ASTM A615 WITH DETAILING, FABRICATION AND PLACEMENT PER IBC '18 AND ACI-318.
CONCRETE SLABS AT LOWER LEVEL
LOWER LEVEL STRUCTURAL SLABS ARE TO BE SUPPORTED BY THE GRADE BEAMS AND DEEP
FOUNDATION SYSTEM. SLABS ARE BE REINFORCED PER THE PLAN AND DETAILS.
SLABS ARE BE UNDERLAIN BY AT LEAST SIX INCHES OF FREE -DRAINING
GRAVEL WITH LESS THAN THREE PERCENT BY WEIGHT PASSING A SIEVE #200 FOR USE AS A
CAPILLARY BREAK. A 10 MIL POLYTHELENE VAPOR BARRIER SHOULD ASLOS BE PLACED DIRECTLY
BELOW THE SLAB. AN ADDITIONAL 2 INCH THICK MOIST SAND LAYER MAY BE USED TO COVER
THE VAPOR BARRIER.
PLYWOOD DIAPHRAGMS:
ROOF SHEATHING IS TO BE 1/2" SPAN RATED 24/16 MINIMUM DIRECTLY NAILED TO
SUPPORTING TRUSSES OR RAFTERS WITH 8d COMMON ® 6"o.c. AT ALL EDGES AND
8d COMMON CAD 12" o.c. AT ALL INTERMEDIATE SUPPORTS.
FLOOR SHEATHING (SUB -FLOORING) IS TO BE 1-1/8" T&G SPAN RATED 48" O.C.
SHEATHING TO BE DIRECTLY GLUED AND NAILED TO SUPPORTING JOIST OR
BEAMS WITH 10d COMMON @ 6" O.C. AT ALL EDGES AND 10d AT 12" O.0 AT
AT ALL INTERMEDIATE SUPPORTS.
ALL SHEATHING IS TO BE LAID UP WITH THE FACE GRAIN PERPENDICULAR TO THE SUPPORTS.
METAL CONNECTORS FOR WOOD:
THE MODEL NUMBERS OF METAL CONNECTORS WHERE SPECIFIED ON THE PLANS
ARE THOSE AS MANUFACTURED BY SIMPSON STRONG -TIE COMPANY, INC.
BOLTS ARE TO BE A307 WITH WASHERS AT ALL WOOD SURFACES BENEATH HEAD
OR NUT. BOLT HOLES ARE TO BE 1/16" GREATER IN DIAMETER THAN BOLT DIAMETER.
NAILS ARE TO BE COMMON WIRE NAILS AND OF QUANTITY, SIZE, LENGTH AND TYPE
AS SPECIFIED BY SIMPSON.
NAILS ARE COMMON WIRE.
METAL CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD ARE TO HAVE A CORROSION
PROTECTIVE COATING PER THE RECOMMENDATIONS OF THE PRESERVATIVE TREATED WOOD SUPPLIER
AND THE METAL CONNECTOR MANUFACTURER. IF THE NEEDED INFORMATION IS NOT PROVIDED
STAINLESS STEEL CONNECTORS ARE RECOMMENDED.
FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOD
TO BE HOT DIPPED GALVANIZED, OR STAINLESS STEEL PER IBC 2304.10.5
WOOD FRAMING:
2x LUMBER TO BE HF#2 OR BETTER EXCEPT WALL STUDS MAY BE HF STUD GRADE &
SILL PLATES HF#3 WHERE NOT SPECIFIED ON THE PLANS:
a.) COLUMNS IN WALLS ARE TO BE (2) 2x STUDS OF THE SAME WIDTH AS THE WALL
AND SPIKED TOGETHER WITH 10d ® 12" o.c. (UNLESS NOTED OTHERWISE)
b.) FLOOR FRAMING PARALLEL TO INTERIOR PARTITIONS IS TO HAVE ONE FLOOR
JOIST DIRECTLY BENEATH EACH PARTITION LESS THAN ONE HALF SPAN LENGTH
AND TWO JOISTS WHERE PARTITION EXCEEDS ONE HALF THE SPAN LENGTH OF
THE JOIST.
c.) FLOOR JOISTS ARE TO BE BLOCKED AT ALL BEARINGS.
d. WALL TOP PLATES ARE TO HAVE STAGGERED SPLICES A MINIMUM OF 4'-0" APART
AND SPIKED TOGETHER IN THE SPLICED ZONE WITH A MINIMUM OF 8-16d SINKERS.
e.) WOOD IN CONTACT WITH THE WEATHER, SOIL, CONCRETE OR MASONRY IS TO BE
PRESERVATIVE TREATED.
f.) ISOLATED COLUMNS ARE TO HAVE "CC" TYPE COLUMN CAPS. COLUMNS IN WALLS ARE
TO HAVE "AC", "LPC", OR "PC" TYPE POST CAPS.
STRUCTURAL GLUED LAMINATED TIMBER:
MANUFACTURED BEAMS ARE TO BE OF DOUGLAS FIR AND STRESS GRADE COMBINATION
24F-V4, BEAM CAMBER WHERE REQUIRED IS SHOWN ON THE PLANS.
STRUCTURAL PREFABRICATED WOOD PRODUCTS:
WOOD I -BEAMS AND OTHER PREFABRICATED WOOD PRODUCTS SHOWN ON THE PLANS
ARE THOSE PRODUCTS AS MANUFACTURED BY TRUSS JOIST MacMILLIAN.
STRUCTURAL STEEL:
STRUCTURAL STEEL IS TO CONFORM TO THE FOLLOWING: SHAPES A992, PIPES ASTM A53 GRADE B,
AND PLATES A36. FABRICATION AND ERECTION IS TO BE IN ACCORDANCE WITH AISC
"SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS". ALL STEEL ASSEMBLIES ARE TO
RECEIVE AS A MINIMUM ONE COAT OF SHOP APPLIED PRIMER U.N.O ON THE ARCH PLAN.
ALL WELDING IS TO BE SHOP PERFORMED BY WABO CERTIFIED WELDERS AND IN ACCORDANCE
WITH THE LATEST EDITION OF AWS D1.1 "STRUCTURAL WELDING CODE". WELD JOINT
DESIGNATIONS WHERE SPECIFIED ARE AWS D1.1 PREQUALIFIED COMPLETE JOINT PENETRATION.
STRUCTURAL STEEL SHOP WELDING REQUIRES SPECIAL INSPECTION IN ACCORDANCE WITH
2018 IBC SECTION 1705.WELDING ELECTRODES ARE TO BE E70 STRENGTH.
PROVIDE A COPY OF THE WELDER'S WABO CERTIFICATION CARD TO THE BUILDING INSPECTOR AT
THE TIME OF THE INSPECTION, OR ALTERNATE DOCUMENTATION TO THE CITY PRIOR TO INSTALLATION.
SHEARWALL
SCHEDULE
1,2,3,4,6,7,8,9,10,11,12
MARK
SHEATHING
SHEATHING
BOTTOM PLATE
REMARKS
ANCHOR
BOLTS
ALLOWABLE
EDGE
NAILING
NAILING
SHEAR
SW1
15/32"
PLYW'D
gd
®
6" o.c.
16d ®8" o.c.
5/8"
dia.
A.B.
® 48" o.c.
230
plf
ONE
SIDE
WITH
2x
SILL
PLATE (U.N.0)
SW2
15/32"
PLYW'D
8d
®
4" o.c.
16d ® 5y2" o.c.
5/8"
dia.
A.B.
®32" o.c.
350
plf
ONE
SIDE
WITH
2x
SILL
PLATE (U.N.0)
SW3
15/32"
PLYW'D
8d
®
3" o.c.
16d ® 4" o.c.
SEE
NOTE 5.
5/8"
dia.
A.B.
® 16" o.c.
450
plf
ONE
SIDE
WITH
2x
SILL
PLATE (U.N.0)
SW4
15/32"
PLYW'D
8d
®
2" o.c.
16d ® 3" o.c.
SEE
NOTE 5
5/8"
dia.
A.B.
® 12" o.c.
600
plf
ONE
SIDE
WITH
2x
SILL
PLATE (U.N.0)
SW5
15/32"
PLYW'D
8d
®
4" o.c.
16d ® 5y2" o.c.
SEE
NOTE 5
5/8"
dia.
A.B.
® 16" o.c.
700
plf
EACH
SIDE
2 ROWS
WITH
3x
SILL
PLATE (U.N.0)
SW6
15/32"
PLYW'D
gd
®
3" o.c.
16d ® 4" o.c.
SEE
NOTE 5.
5/8"
dia.
A.B.
® 12" o.c.
900
plf
EACH
SIDE
2 ROWS
WITH
3x
SILL
PLATE (U.N.0)
SW7
15/32"
EACH
PLYW'D
SIDE
8d
®
2" o.c.
16d ® 3" o.c.
SEE
NOTE 5.
5/8"
dia.
A.B.
® 8" o.c.
1650
pIf
DFL FRAMING
2 ROWS
WITH
3x
SILL
PLATE (U.N.0)
NOTES:
1. SCHEDULE IS BASED ON 2018 INTERNATIONAL BUILDING CODE FOR NOTE:
WOOD FRAMED WALLS WITH 2x4 (MINIMUM) HEM -FIR STUDS ® 24" o.c.. THE PLATE WASHER SHALL EXTEND
(EXCEPT DOUG-FIR STUDS REQUIRED AT "SW7") TO WITHIN X INCH OF THE EDGE OF
2. SHEATHING IS TO BE SPAN RATED 24/0 MINIMUM AND MAY BE PLYWOOD OR OSB. THE BOTTOM PLATES FOR
3. SHEATHING THICKNESS MAY BE REDUCED TO 1/2" OR 7/16". SHEARWALL TYPES "SW3" THROUGH
4. SHEATHING IS TO BE DIRECTLY APPLIED TO STUDS AND ALL EDGES BLOCKED. "SW4"
5. STUDS ARE TO BE SINGLE 3" NOMINAL OR THICKER (OR 2-2x STUDS SPIKED SHEATHING
TOGETHER WITH 10d AT 4" O.C.) AT ADJOINING PANEL EDGES AND SHEATHING
NAILING STAGGERED FOR SW3 & SW4. P.T. SILL PLATE W/
Dia. ANCHOR BOLT
6. ALL NAILS ARE TO BE COMMON WIRE. D A R00
7. SHEATHING NAILING AT INTERMEDIATE SUPPORTS IS TO BE 8d ® 12" o.c. PER PLAN 1 /2
58
8. SHEATHING NAILS ARE TO BE DRIVEN SO THAT THEIR HEADS ARE FLUSH WITH THE SURFACE
OF THE SHEATHING.
9. ANCHOR BOLTS ARE 5/8" dia. CAD 48" o.c. WITH 7" MIN. EMBEDMENT (U.N.0)
10. WASHERS TO BE 3" x 3" x 0.229" THICK PLATE WASHERS MINIMUM
11. THERE SHALL BE A MINIMUM OF 2 ANCHOR BOLTS PER PIECE OF SILL PLATE WITH II
ONE BOLT LOCATED NOT MORE THAN 12" OR LESS THAN 4" FROM END OF EACH PIECE II
12. PLATE WASHER EXTENDS TO WITHIN 1/2" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDES
WITH SHEATHING OR OTHER MATERIAL WITH UNIT SHEAR CAPACITY OF 400 PLF OR GREATER
FOR WIND OR SEISMIC. (SEE PLATE WASHER DETAIL)
PLATE WASHER DETAIL
HOLDOWN SCHEDULE
HOLDOWN
WALL STUD
ANCHOR
(SIMPSON)
BOLT
REMARKS
COLUMN
NAILS/BOLTS
HDU4
(2) 2x HF STUD
(10) SIDS Y4"
SIMPSON
x2.5" SCREWS
SSTB20
HDU5
(2) 2x HF STUD
(14) SIDS Y"
SIMPSON
x2.5" SCREWS
SSTB20
HDU14
6x DFL#2
(36) SIDS TV
SIMPSON
x2.5" SCREWS
SB1x3o
FLOOR TIE SCHEDULE
WALL STUD
STRAP TIE
REMARKS
NAILS/BOLTS/SCREWS
(SIMPSON)
MTSC40
2x HF STUD
EAACHCH END
2x HF STUD
12-10d FACE
MTSC48B3
4-1Od BOTTOM
38-10d STUDS/POST
2x HF STUD
14-10d FACE
MTSC66B3
4-1Od BOTTOM
38-10d STUDS/POST
SPECIAL INSPECTIONS OF CAST -IN -PLACE DEEP FOUNDATIONS
VERIFICATION AND
CONTINUOUS
PERIODIC
REFERENCE
IBC
INSPECTION
DURING TASK
DURING TASK
STANDARD
REFERENCE
INSPECT DRILLING OPERATIONS AND
MAINTAIN COMPLETE AND ACCURATE
RECORDS FOR EACH ELEMENT.
VERIFY PLACEMENT LOCATIONS AND
PLUMBNESS, CONFIRM ELEMENT DIAMETERS,
BELL DIAMETERS (IF APPLICABLE), LENGTHS,
EMBEDMENT INTO BEDROCK (IF APPLICABLE)
AND ADEQUATE END -BEARING STRATA
CAPACITY. RECORD CONCRETE OR GROUT
VOLUMES.
FOR CONCRETE ELEMENTS, PERFORM TESTS
IBC 1705.3.
AND ADDITIONAL SPECIAL INSPECTIONS.
IN ACCORDANCE WITH SECTION 1705.3.
NOTE:
APPROVED SPECIAL INSPECTION AGENCIES SHALL KEEP RECORDS OF SPECIAL INSPECTIONS AND TESTS.
THE APPROVED AGENCY SHALL SUBMIT REPORTS OF SPECIAL INSPECTIONS AND TESTS TO THE BUILDING
OFFICIAL AND TO THE REGISTERED DESIGN PROFESSIONAL IN RESPONSIBLE CHARGE.
P.T. SILL PLATE W/-
5/8" Dia. ANCHOR BOLT
PER PLAN
1 /2"
PLATE WASHER AT
DBL. SIDED SHEARWALL
FOUNDATION
PER PLAN
/--SHEARWALL
SHEATHING
1 /2"
FOUNDATION
PER PLAN
BOTTOM PLATE NAILING PER
SHEARWALL SCHEDULE
1.25" GYPCRETE
----------
FLOOR JOIST -
PER PLAN
BLOCKING AT 24" O.C�/
P.T. 2x SILL PLATE W/-
5/8" Dia. ANCHOR BOLT
PER SHEARWALL SCHEDULE
#4 @ 12"o.c.
HORIZ.
CRAWLSPACE
RAT SLAB
PILE VERTICAL
BARS TO EXTEND
10" MIN. INTO
GRADE BEAM
N
2»
#3 STIRRUPS AT 7" O.C.
(USE CLOSED STIRRUPS
WITH 135 DEGREE HOOK)
J
U
P.T. 2x SILL PLATE TH
SAME WIDTH AS WALL W/
5/8" Dia. ANCHOR BOLT
PER SHEARWALL SCHEDULE
1.25" GYPCRETE
PROTECTIVE BARRIER
BETWEEN P.T. WOOD AND
HANGER AND BETWEEN -
WOOD/CONCRETE ------ -- -- \
(GRACE VYKOR OR EQUAL)
FLOOR JOIST
PER PLAN
PLYWOOD FILLER
WHEN REQUIRED
PER HANGER
MANUFACTURER
MPSON "ITS" OR "MIT"
TOP FLANGE HANGER
(OR EQUAL)
#4 ® 12"o.c.
HORIZ.
CRAWLSPACE RAT SLAB
PILE VERTICAL 10" 8"
BARS TO EXTEND
10" MIN. INTO
GRADE BEAM
N
2»
#3 STIRRUPS AT 7" O.C.
(USE CLOSED STIRRUPS
WITH 135 DEGREE HOOK)
i�
PER PLAN
EDGE NAILING
-MANUFACTURI
RIMJOIST
SHEARWALL
EDGE NAILING
HEIGHT ABOVE
GRADE PER
ARCH PLAN (6" min)
GRADE
-q 4-
o%
#4 ® 18"o.c.
VERTICAL AT C/L
OF WALL W/ 6"HOOK
AT GRADE BEAM
4-#4 TOP
10" AND BOTTOM
28" WIDEx15"
DEEP GRADE
z BEAM
EXTEND PILE 4" INTO
GRADE BEAM
18" 0 AUGERCAST
PILE PER DETAIL
A/S 1.4
00
Cn
N 0
w
xz
O Q
Of
n-
PER PLAN
BOTTOM PLATE NAILING PER
SHEARWALL SCHEDULE
EDGE NAILING
HEIGHT ABOVE
GRADE PER
ARCH PLAN (6" min)
GRADE
#4 ® 18"o.c. p
VERTICAL AT C/L j N
OF WALL W/ 6"HOOK p
AT GRADE BEAM x Ld
z
O Q
4-#5 TOP Q n-
AND BOTTOM
10"
28" WIDEx15"
DEEP GRADE
BEAM
EXTEND PILE 4" INTO
GRADE BEAM
18"0 AUGERCAST
PILE PER DETAIL
A/S 1.4
SHEARWALL
PER PLAN
BOTTOM PLATE NAILING PER _\
SHEARWALL SCHEDULE
1.25" GYPCRETE SHEARWALL
EDGE NAILING
MANUFACTURE
FLOOR JOIST1,,,-'RIMJOIST
PER PLAN
P.T. 2x SILL PLATE W/
5/8" Dia. ANCHOR BOLT
PER SHEARWALL SCHEDULE
CRAWLSPACE
#4 ® 12"o.c.-,'
HORIZ. _
RAT SLAB
PILE VERTICAL 10"
BARS TO EXTEND
10" MIN. INTO
GRADE BEAM
N Z_
2"
#3 STIRRUPS AT 7" O.C.
(USE CLOSED STIRRUPS
WITH 135 DEGREE HOOK)
SHEARWALL
EDGE NAILING
HEIGHT ABOVE
11 GRADE PER
11 ARCH PLAN (6" min)
�I GRADE,
4 ® 18"o.c. o
VERTICAL AT C/L
OF WALL W/ 6"HOOK 'to
AT GRADE BEAM x
O
4-#5 TOP Q
AND BOTTOM
8" 10"
BOTTOM PLATE NAILING PER
SHEARWALL SCHEDULE
LSL JOIST ALIGNED 1.25" GYPCRETE
WITH WALL BELOW
--
... ...... F
FLOOR JOIST -
PER PLAN
"A23" AT 16"
P.T. 2x SILL PLATE W/
5/8" Dia. ANCHOR BOLT
PER SHEARWALL SCHEDULE
VERTICAL AT „C/L
OF WALL W/ 6"HOOK
AT GRADE BEAM
CRAWLSPACE
#4 @ 12"o.c.
HORIZ.
RAT SLAB
PILE VERTICAL
BARS TO EXTEND
10" MIN. INTO
GRADE BEAM
N
2„
#3 STIRRUPS AT 7" O.0
(USE CLOSED STIRRUPS
WITH 135 DEGREE HOOK)
10"
28" WIDEx15"
DEEP GRADE
BEAM
Ln
EXTEND PILE 4" INTO
GRADE BEAM
18-0 AUGERCAST
PILE PER DETAIL
A/S 1.4
HEIGHT ABOVE
GRADE PER
ARCH PLAN (6" min)
SHEARWALL
EDGE NAILING
FLOOR BEAM
PER PLAN
-SHEARWALL
EDGE NAILING
AT 24" O.C.
GRADE
\-C1O
12» WIDE (MIN) STRIP OF N V)
FREE DRAINING MATERIAL
ADJACENT TO WALL X �w
CONT. TO FOOTING O(if z
a- L
a_
a_ ry
a
4-#5 TOP
8" 10" AND BOTTOM
28" WIDEx15"
DEEP GRADE
z BEAM
LO
EXTEND PILE 4" INTO
GRADE BEAM
18"0 AUGERCAST
PILE PER DETAIL
T,5E
ENGINEERING
12810 N.E. 178 t" ST. • Suite 218
Woodinville, WA 98072-8702
(425) 481-6601
�KA•R
WAS t y
2
40891 �w
F'IST6R��(j�;
`r7�NAl, FCC
11 /22/23
project title:
Koh Residence
motionspace architecture
and design
TSE #9606
sheet title:
STRUCTURAL
NOTES AND
D ETAI LS
revisions:
REVIEW
0 COMMENTS 1 1 /20/23
CLIENT
CHANGES 1 1 /20/23
designer: El
RESUPRdrawn:
checked: 5/23/2W
CITY
VVO��F EDMOONDS
nrm
date: SE ESL��IMR%AT
scale: AS NOTED
file: 9606
sheet #:
S1
0
16d AT 4"o.c
MANUFACTURED RIM -BOARD
SHEARWALL
ALL
ATTACHED TO EACH
TJI JOIST
ALL
PER PLAN
FULL DEPT
PER PLAN
WITH (2) 10d NAILS
(ONE IN
PER PLAN
BLOCKING
1.25" GYPCRETE
EACH FLANGE) AND
ATTACHED
16d AT 4"o.c
SHEARWALL
BETWEEN JOIST
1Od AT 6"o.c
TO EACH LSL BLOCK WITH
BOTTOM PLATE NAILING PER
EDGE NAILING
1.25" GYPCRETE
-----------
�
---------------------
-------------
-------------- (6)10d
LSL BLOCK
BETWEEN JOISTS
1.25" GYPCRETE
SHEARWALL SCHEDULE
LSL BLOC
MANUFACTURED RIM -BOARD
ATTACHED TO EACH TJI JOIST WITH
FLOOR JOIST
__________ ____ �`
_______ ________
BETWEEN JOISTS
(2) 10d NAILS (ONE IN EACH
PER PLAN LSL ��
BLOCK II FLOOR JOIST
1.25" GYPCRETE ��
FLANGE) AND ATTACHED TO EACH
"A23" ANGLE
BETWEEN
PER PLAN
II
MANUFACTURED RIM -BOARD
LSL BLOCK WITH 6 10d
( )
JOISTS
i i
FLOOR JOIST n
ATTACHED TO EACH TJI JOIST
SLOPED
PER PLAN I I
WITH (2) 10d NAILS (ONE IN
iI
"A23" ANGLE
i I
I i
EACH FLANGE) AND ATTACHED
FLOOR JOIST i
PERKPLAN T
"A23" ANGLE I
TO EACH LSL BLOCK WITH
PER PLAN
FLOP
JPLAN-�
III
4\(6)10d
"A23" ANGLE iI
R
BLOCKING AT 24" O.C.
FLOOR JOIST
P.T. 2x SILL PLATE
I
PER PLAN
P.T. 2x SILL PLATE
FURRING WALL
I PER ARCH PLAN
z
g
W 5 8" ANCHOR
/ / ,
11 INSET SILL PLATE 1.5 "
�J
I
BLOCKING AT 24" O.C.
2x12 LEDGER ATTACHED
"
W/5/8 Dia. ANCHOR
I I
I I
SEE ARCH PLAN
Q_
BOLT AT 12 o.c
LT
P.T. 2x SILL PLATE
W/5/8 Dia. ANCHOR 11
INSET SILL PLATE 1.5"
P.T. 2x SILL PLATE
F7,
TO RIM WITH 3 ROWS 16d
( )
BOLT AT 12'o.c
I I
FOR INSULATION
U
#4 C� 12 "
BOLT AT 12'o.c
CRAWLSPACE
>•
W/5/8 Dia. ANCHOR
AT 12"o.c
CRAWLSPACE
REQUIREMENTS
o.c.
HORIZ.
BOLT AT 12'o.c
Q
w
CRAWLSPACE
CRAWLSPACE
4 CAD 12"o.c.
CRAWLSPACE RAT SLAB
INSET SILL PLATE 1.5
RAT SLAB
„
i I #4 CAD 12 o.c.
w
�
RAT SLAB
RAT SLAB
HORIZ.
VERTICAL AT
C/L OF WALL
`)
#4 ® 12"o•c•
4 ® 12"o.c.
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CRAWLSPACE
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I
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+
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VERTICAL AT
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/ /
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i i 5>, CONCRETE SLAB
I
0
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r�
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#3 STIRRUPS AT 8" O.C. X
CL Q
8"
# 4 AT 8" o.c. EACH WAY
Q
#3 STIRRUPS AT 8 O.C.
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3 STIRRUPS AT 8 O.C. xo
Q
(USE CLOSED STIRRUPS O
PILE VERTICAL
(USE CLOSED STIRRUPS
Cr
Q
PILE VERTICAL
(USE CLOSED STIRRUPS
WITH 135 DEGREE HOOK)
BARS TO EXTENDWITH
ff
135 DEGREE HOOK)
ff
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o_
�
BARS TO EXTEND
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WITH 135 DEGREE HOOK ) CL
BARSTOEXTEND 14" 8"
14" Q
PILE VERTICAL BARS ff
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10" MIN. INTO 14
14
Q
ff ff
10 MIN. INTO 14 8
ff
14 Q
10" MIN.
14
8 14 °
GRADE BEAM
TO EXTEND 10" MIN.
/\
GRADE BEAM
INTO GRADE BEA
'
36 WIDEx16"
36" WIDEx16"
36" WIDEx16"
DEEP GRADE
•
36" WIDEx16"
-
DEEP GRADE
DEEP GRADE
N
z BEAM
DEEP GRADE
N z
z BEAM
N
z BEAM
z
c�
z
z BEAM
2'f
_ cD
z
2»
2"
2» �
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o
o — — --
-
- ----
—
o — — --
o —
— —
3 STIRRUPS AT 8" O.C.
(USE CLOSED STIRRUPS
4- 5 TOP
WITH 135 DEGREE HOOK)
�4-#5
AND BOTTOM
TOP
4-#5 TOP
AND BOTTOM
EXTEND PILE 4" INTO
4-#5 TOP
AND BOTTOM
EXTEND PILE 4" INTO
4-#5 TOP
AND BOTTOM
GRADE BEAM
EXTEND PILE 4" INTO
GRADE BEAM
AND BOTTOM
GRADE BEAM
180 AUGERCAST
EXTEND PILE 4" INTO
GRADE BEAM
18"0 AUGERCAST
PILE PER DETAIL
PILE PER DETAIL
A/S1.4
18"0 AUGERCAST
A/S1.4
"
18 � AUGERCAST
PILE PER DETAIL
Al
PILE PER DETAIL
A S1.4
A/S 1.4
FOUNDATION FRAMING DETAIL
FOUNDATION FRAMING
DETAIL
B FOUNDATION FRAMING DETAIL
OC
1Od AT 4"o.c
LSL BLOCK
SHEARWALL
BOTTOM PLATE NAILING PER
WALL PER PLAN
"
1.25 GYPCRETE
BETWEEN JOISTS
PER PLAN
T. 2x SILL PLATE W/
SHEARWALL SCHEDULE
BOTTOM PLATE NAILING PER
5/8" Dia. ANCHOR BOLT
EDGE NAILING
-------- ------- -----
- --
SHEARWALL SCHEDULE
PER SHEARWALL SCHEDULE
1.25" GYPCREfE
PLYWOOD FILLER WHEN -------- -----
FLOOR JOISPER TLi
FLOOR JOIST
SHEARWALL
3" CONCRETE TOPPING EDGE NAILING
1 25" GYPCRETE
REQUIRED PER HANGER
PER PLAN
REINF.WITH 6x6 W2.1 xW2.1
---
MANUFACTURER
CANTILEVER BEAM
WIRE MESH OVER 1-1/8"
FLOOR JOIST
PER PLAN
I
II
" 23" ANGLE
T&G FLOOR SHEATHING
PER PLAN
RATED 48" o.c.
1. LOOR JOIST
" "
FWANZ
II
PER PLAN
ANGLE AT
°
�l
SIMPSON "ITS" OR "MIT"
12"o.c
MANUFACTURED RIM -BOARD
TOP
FLANGE HANGER gn,
0
ATTACHED TO EACH TJI JOIST
-�
(OR EQUAL)
WITH (2) 10d NAILS (ONE IN I
BLOCKING AT 24"
O.C.
EACH FLANGE) AND ATTACHED TO I
I ^
FLOOR JOIST
11 EDGE NAILING
EACH LSL BLOCK WITH 6 1Od
I z
I P.T. 2x SILL PLATE
PER PLAN
P.T. 2x SILL PLATE-
11
I W/ 5/8" Dia. ANCHOR n
W/
i
^
W/5/8" Dia. ANCHOR
11
INSET SILL PLATE 1.5'
I
BOLT AT 12 o.c
T. 2x LEDGER ATTACHED
z
BOLT AT 12'o.c
i =
I TO CONCRETE WALL WITH
g
4® 12"o.c.
I
i i (2) ROWS 1 /2" 0 x 5"CL
HORIZ.
SEE ARCH PLAN
I Q
i i TITEN HD ANCHORS
=
FOR INSULATION
REQUIREMENTS
SHEARWALL
#4 ® 12"o.c,
I w
�FURRING WALL w
BLOCKING AT
I I AT 16"o.c
I I
v
Q
RAT SLAB
P.T. 2x SILL PLATE W/
PER PLAN
HORIZ.
I PER ARCH PLAN
SIMPSON "DTT2Z" AT 32" O.C. TIE LOCATIONS
#4 ® 12"o.c.
VERTICAL AT
5/8" Dia. ANCHOR BOLT
I
I I
WITH 1 ' 20 ALL -THREAD ��
EPDXIED 3 MIN. INTO WALL #4 ® 12 o.c.
I �i�Ld
I I FURRING WALL
.�
C/L OF WALL
PER SHEARWALL SCHEDULE
SHEARWALL EDGE NAILING
VER ®AL 'ATc
+
WITH SET-XP OR EQUAL VERTICAL
" " ( )
I I PER ARCH PLAN
I I
--
THERMAL BREAK
(WHERE OCCURS)
C/L OF WALL
I SEE ARCH PLAN
FOR INSULATION o
REQUIREMENTS I
C/L WALL
CRAWLSPACE
SEE ARCH PLAN
\
+
RA
B i
_
GRADE
5" CONCRETE SLAB
ONCRETE SLAB
i o
R�QUIREMENLT�N
o
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REINFORCED WITH
LAP SPLICE:
"
12 o.a
I
ifl J
#4 AT 8 o.c. EACH WAY
WWF 6x6 W2.1 xW2.1
°
#4 _]40" @ 12 o.c.
I X
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8"
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g
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° ° °
°
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10" MIN. INTO°
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iv
BEAM Q
°
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w
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•
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w
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z
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DEEP GRADE
28" WIDEx15"
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BEAM
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N
i
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o
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Z
- - -
- - -
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2"
#4 ® 18"o c
EXTEND PILE 4" INTO
10" MIN. INTO - - - - -
o -
- - - #3 STIRRUPS AT 7" O.C.
VERTICAL AT C/L
GRADE BEAM
GRADE BEAM
#3 STIRRUPS AT 8" O.C.
(USE CLOSED STIRRUPS
OF WALL 6-HOOK
(USE CLOSED STIRRUPS
WITH 135 DEGREE HOOK)
WITH 135 DEGREE HOOK)
#3 STIRRUPS
AT 8" O.C.
EXTEND PILE 4" INTO
�'-EXTEND
(USE CLOSED STIRRUPS
GRADE BEAM
18 AUGERCAST
PILE PER DETAIL
PILE 4" INTO
4-#5 TOP
EXTEND PILE 4" INTO
WITH
135 DEGREE HOOK)
A/S1.4
4- 5 TOP
GRADE BEAM
AND BOTTOM
GRADE BEAM
AND BOTTOM
18" 0 AUGERCAST
Lv�
PILE PER DETAIL
18"0 AUGERCAST
11 A/S1.4
PILE PER DETAIL
18"0 AUGERCAST
A/S1.4
PILE PER DETAIL
FOUNDATION FRAMING
DETAIL
FOUNDATION FRAMING
DETAIL AT MECH. ROOM
S •
E
O
FOUNDATION FRAMING DETAIL
FOUNDATION FRAMING DETAIL
,"=0»
1 -1 -0
G
H
1 -1 0
1 -1 -0
TSE
ENGINEERING
12810 N.E. 178 t" ST. • Suite 218
Woodinville, WA 98072-8702
(425) 481-6601
tYi A. k
WAsf �Y
40891 ^V
�`rfUN FAG
11 /22/23
project title:
Koh Residence
motionspace architecture
and design
TSE #9606
sheet title:
STRUCTURAL
D ETAI LS
revisions:
REVIEW
0 COMMENTS 1 1 /20/23
NT CLIENT
CHANGES 1 1 /20/23
designer: El
drawn: Esu
checked: 5/23/2W
CITY VO�F pEDMOONDS
date: nrmSE i1 gS1EVRfi AT
scale: AS NOTED
file: 9606
sheet #:
S10
T. 2x SILL PLATE W/
SHEARWALL
5/8" Dia. ANCHOR BOLT
PER PLAN
PER SHEARWALL SCHEDULE
BOTTOM PLATE NAILING PER
SHEARWALL SCHEDULE
SHEARWALL
SLOPE D" PER FOOT
1.25" GYPCRETE
PER PLAN
TOWARDS DOOR
T. 2x SILL PLATE
SHEARWALL
EDGE NAILING
W/ 5/8" Dia. ANCHOR
3" CONCRETE TOPPING ---------
-----� ,
BOLT PER SHEARWALL
T. 2x SILL PLATE W/
REINF.WITH 6x6 W2.1 xW2.1
BOTTOM
BOTTOM PLATE
SCHEDULE
NAILING PER
"
BARRIER SLOPE PER FOOT
SHEARWALL
5/8 Dia. ANCHOR BOLT
WIRE MESH OVER 1-1/8-
T&G FLOOR SHEATHING a a
LOOR JOIST
3" CONCRETE TOPPING SHEARWALL SCHEDULE
BETWEEN WOOD AND TOWARDS DOOR
CONCRETE PER
PER PLAN
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RATED 48" o.c. l�
PER PLAN
REINF.WITH 6x6 W2.1 xW2.1
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l l
WIRE MESH OVER 1-1/8" SHEARWALL\,,
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T&G FLOOR SHEATHING EDGE NAILING ---------- ---
3" CONCRETE TOPPING
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REINF.WITH 6x6 W2.1 xW2.1
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»
SIMPSON DTT2Z A
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a
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LAP SPLICE:
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(USE CLOSED STIRRUPS
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EXTEND PILE 4" INTO
GRADE BEAM
GRADE BEAM
4-#5 TOP
AND BOTTOM
AND BOTTOM
GRADE BEAM
AUA
18"0 AUGERCAST
PER
ii
18"0 AUGERCAST
PILE PER DETAIL
A/S1.4
4
PILE PER DETAIL
18"0 AUGERCAST
PILE PER DETAIL
A S1.4
A/S1.4
A FOUNDATION WALL
B FOU oDATION WALL
C FOUNDATION WALL
11
FOUNDATION WALL
D
LSL LEDGER ATTACHED WITH
(2) ROWS 10d AT 16"o.c\\f
T
1Od AT 4"o.c
�Ix_
SHEARWALL
LSL JOIST ALIGNE
1.25" GYPCRETE
9 I
P.T. 2x SILL PLATE W/
PER PLAN
WITH SILL PLATE BELOW
IXI I
5/8" Dia. ANCHOR BOLT
PER SHEARWALL SCHEDULE
BOTTOM PLATE NAILING PER
_____
_____ _____
IX �� POST PER PLAN
SHEARWALL SCHEDULE
WHERE OCCURS
1.25" GYPCRETE
CONCRETE TOPPING
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I,
FLOOR JOIST
IX i
I
REINF.WITH 6x6 W2.1 xW2.1
PER PLANPER
-
PLAN
PROTECTIVE_______
BARRIER
SHEARWALL WIRE MESH OVER 1-1/8"
SHEARWALL
P.T. 2x SILL PLATE W/
"A23"
IX
BETWEEN wooD AND ------ --- ---
EDGE NAILING T&G FLOOR SHEATHING
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5/8 Dia. ANCHOR BOLT
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r-1
CONCRETE PER
ARCH. PLANS
RATED 48" o.c.
BOTTOM PLATE NAILING PER
PER SHEARWALL SCHEDULE
IX j, • °j j
SHEARWALL SCHEDULE
° I
PLYWOOD FILLER WHEN
REQUIRED PER HANGER I
D D D
1.25" GYPCRETE
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IX I °I I
MANUFACTURER I
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8 10
Q 8"
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4- 5 TOP
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Q
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» 10" 8"
10 MIN. INTO
10"
DEEP GRADE
z
10" MIN. INTO
GRADE BEAM
a
a \'` �` � �
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GRADE BEAM
_
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BEAM
36" WIDEx16"
z_ BARS TO EXTEND
10" MIN. INTO
28" WIDEx15"
2„
•
DEEP GRADE
GRADE BEAM
28" WIDEx15"
•
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o -
- - - -
_
0v
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04
DEEP GRADE
N z
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tt
#3 STIRRUPS AT 7" O.C.
z
2"
N
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2„
- `n
o - - -
-
ro
WITH 135 DEGREE HOOK)
#3 STIRRUPS AT 8" O.C.
o - - - - -
#3 STIRRUPS AT 7" O.C.
•
#3 STIRRUPS AT 7" O.C.
EXTEND PILE 4" INTO
(USE CLOSED STIRRUPS
�
(USE CLOSED STIRRUPS
(USE CLOSED STIRRUPS
4-#5 TOP
GRADE BEAM
WITH 135 DEGREE HOOK)
WITH 135 DEGREE HOOK)
WITH 135 DEGREE HOOK)
AND BOTTOM
EXTEND PILE 4" INTO
4-#5 TOP
EXTEND PILE 4" INTO
4-#5 TOP
GRADE BEAM
EXTEND PILE 4" INTO
AND BOTTOM
GRADE BEAM
18"� AUGERCAST
AND BOTTOM
GRADE BEAM
E PER DETAIL
LA/1.4
18"0 AUGERCAST
18"0 AUGERCAST
PILE PER DETAIL
18"0 AUGERCAST
PILE PER DETAIL
A/S1.4
PILE PER DETAIL
A/S1.4
A S1.4
FOUNDATION WALL
FOUNDATION WALL
FOUNDATION WALL
FOUNDATION WALL
E
1"=1'-0"
G
H
T,5E
ENGINEERING
12810 N.E. 178 t" ST. • Suite 218
Woodinville, WA 98072-8702
(425) 481-6601
A.
z
40991 W
�t<� OISTER��(j�;
`s70NAL F�
11 /22/23
project title:
Koh Residence
motionspace architecture
and design
TSE #9606
sheet title:
STRUCTURAL
D ETAI LS
revisions:
W REVIEW
COM M ENTS 1 1 /20/23
CLIENT
CHANGES 1 1 /20/23
designer: El
drawn: RESUlk
checked: 5/23/2W
CITY VO�F pEDMOONDS
date: nrmSE i1 gS1EVRfi AT
scale: AS NOTED
file: 9606
sheet #:
0
OTTOM PLATE NAILING PER
SHEARWALL
SHEARWALL SCHEDULE
s
--1.25" GYPCRETE
POST F
PER PLAN
SHEARWALL
EDGE NAILING
LOOR JOIST
PER PLAN
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WHERE OCCURS
j
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IX �� POST PER PLAN
LN
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REINFORCED WITHLN
RIMJOISTLV
i
#4 AT 8" O.C. EACH WAY
IX
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I _
I
SHEARWALL
T. 2x SILL PLATE W
IX
a°.
a • a° . II Ir .•
PLAN
5/8" Dia. ANCHOR BOLT
PER SHEARWALL SCHEDULE
—
SHEARWALL--"
HEARWALL
EDGE NAILING
ICI
TIE SLAB TO WALL WITH
II II
18"
#418"[ AT 18" O.C.
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AT GRADE BEAM
J
VERTICAL AT C�L OF
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o
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10"
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a
10" MIN. INTO
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28" WIDEx15"
GRADE BEAM
28" WIDEx15"
2„
_
o
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GRADE
w
z DEEP GRADE
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28" WIDEx15"
-
cal n
N BEAM
z
N Z
BEAM
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• •
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z
" O— — — —
#3 STIRRUPS AT 7 O.C.
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2" �
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BEAM
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o
2„
-
WITH 135 DEGREE HOOK)
— — — —
— — — —
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— --
• #3 STIRRUPS AT 7" O.C.
EXTEND PILE 4" INTO
#3 STIRRUPS AT 7" O.C.
(USE CLOSED STIRRUPS
PILE VERTICAL
GRADE BEAM
(USE CLOSED STIRRUPS
ro
ro
�/
WITH 135 DEGREE HOOK)
BARS TO EXTEND
WITH 135 DEGREE HOOK)
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n
10" MIN. INTO
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# 3 STIRRUPS AT 7" O.C.
GRADE BEAM
EXTEND PILE 4" INTO
GRADE BEAM
E STIRRUPS
4—#5 TOP
GRADE BEAM
��
18 0 AUGERCAST
5LODE DEGREE
WITH HOOK)
AND BOTTOM
PILE PER DETAIL
A/S1.4
18"0 AUGER AST
18"0 AUGERCAST
18"� AUGERCAST
PILE PER DETAIL
A/S1.4
PILE PER DETAIL
A/S1.4
PILE PER DETAIL
A/S1.4
SLABZGRADE BEAM
DETAIL AT PATIO
FOUNDATION WALL
B '"=1'-°"
C FOUNDATION WALL
D
FOUNDATION WALL
—Tl\\`--
3" CONCRETE TOPPING
10d ® 4" ox.
j
IX
10)
REINF.WITH 6x6 W2.1 xW2.1
WIRE MESH OVER 1-1/8" ° a °
° a ° o
PER POLASNN I
IX
T&G FLOOR SHEATHING a
° o
WHERE OCCURS
° a
RATED 48" ox.
I
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IX
I
I
IX
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RAT SLAB
REINFORCED WITH
FLOP
OR JOIST
I
IX
#4 AT 8" O.C. EACH WAY
ER PLAN
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a Q
II°
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PILE PER DETAIL
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PATIO
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E
FO U o,DAT10 N FRAMING DETAIL
GARAGE
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o
T,5E
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12810 N.E. 178 t" ST. • Suite 218
Woodinville, WA 98072-8702
(425) 481-6601
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WASPly
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2
�0 40891W
��s`s7UlVAL ti�G`1
11 /22/23
project title:
Koh Residence
motionspace architecture
and design
TSE #9606
sheet title:
STRUCTURAL
D ETAI LS
revisions:
REVIEW
0 COMMENTS 1 1 /20/23
NT CLIENT
CHANGES 1 1 /20/23
designer: -
drawn: RESUlk
checked: 5/23/2W
CITY OF EDMOO�NDS
date: SE gS1EVR%AT
scale: AS NOTED
file: 9606
sheet #:
0
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PER PLAN
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AT TOP
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m
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T, 5E
ENGINEERING
12810 N.E. 178 t" ST. • Suite 218
Woodinville, WA 98072-8702
(425) 481-6601
�K A. h'
wAS fY �
x
0891 4J�
NAI.
11 /22/23
project title:
Koh Residence
motionspace architecture
and design
TSE #9606
sheet title:
STRUCTURAL
D ETAI LS
revisions:
REVIEW
NW COMMENTS 1 1 /20/23
NT CLIENT
CHANGES 1 1 /20/23
designer: El
drawn: KESUPR
checked: 5/23/2W
CITY OF EDMONDS
date: SE 0 VV/ST R%AT
scale: AS NOTED
file: 9606
sheet #:
S1
0
TIE SLAB TO WALL WITH.
18"
#4 118" AT 18" O.C.
5" CONCRETE SLA
REINFORCED WITH
#4 AT 12" O.C. EACH WAY
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DEEP GRADE
BEAM
in
#3 STIRRUPS AT 7" O.C.
(USE CLOSED STIRRUPS
WITH 135 DEGREE HOOK)
EXTEND PILE 4" INTO
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PILE PER DETAIL
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a
PILE VERTICAL
BARS TO EXTEND
10" MIN. INTO
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z
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2"
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TOP OF
USE SHEARWALL EDGE NAILII
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SHEARWALL PER PLAN
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TO BLOCK w/2 ROWS OF 8d ® 3"o.c.
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++ ++ ++ +
5/8" dia. x 12" LONG
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CONCRETE FOUNDATION WALL
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HOLDOWN ANCHOR PER SCHEDULE
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CORNER
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PLAN VIEW/ CASE#1 AT INTERIOR
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STRAP
4" 1'-6" 4„
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LONG SILL PLATE WITH
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PER SCHEDULE PER PLAN
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WITH ANCHOR BOLTS 4" 1'-6"
'1 Ilk
PER SHEARWALL SCHEDULE
CONCRETE WALL
PER PLAN
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LONG SILL PLATE WITH
(2) 5/8"0 ANCHOR BOLTS
SIMPSON "EGPC"
BEAM PER PLAN
CONCRETE WALL
PER PLAN
—P.T. 2x6 SILL PLATE
WITH ANCHOR BOLTS
PER SHEARWALL SCHEDULE
CONCRETE WALL
PER PLAN
EXTEND CONCRETE
WALL 6"MIN PAST
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6
N
Q
0
#4 ® 12"o.c.
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0
12" OR
PER ARCH.
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SEE ARCHITECTURAL PLAN FOR
QUANTITY OF STEPS AND LANDING
LOCATIONS
• iI 6" (OR PER
ARCH PLAN) AA M.M
#4 AT 18" O.C.
EACH WAY
� G
M
NOTE:
CONCRETE STEP DETAIL IS PROVIDED AS
AN OPTION ONLY. SEE ARCHITECTURAL
PLAN FOR STAIRWAY CONSTRUCTION
CONCRETE STAIRWAY ON GRADE DETAIL
#5 ® 18"o.c.
VERT. ® � OF WALL
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LAYER OF COMPACTED ROCK SPALL
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12"
SLAB
AT
TSE
ENGINEERING
12810 N.E. 178 t" ST. • Suite 218
Woodinville, WA 98072-8702
(425) 481-6601
ti x A. h'!�
t4i WASE
2
7'G 40891 w
G`
��s`r7vIVA1. FA
11 /22/23
project title:
Koh Residence
motionspace architecture
and design
TSE #9606
sheet title:
STRUCTURAL
D ETAI LS
revisions:
REVIEW
0 COMMENTS 1 1 /20/23
CLIENT
CHANGES 1 1 /20/23
designer: El
KhSUPRdrawn:
checked: 5/23/2W
CITY OF EDMONDS
date: nrmSEVS1EVAT
scale: AS NOTED
file: 9606
sheet #:
S5
0
DROPPED FLOOR
GLB 3-1/2x12 RIM
BEAM
SIMPSON HL55 ANGLE--\
WITH G
SCREWS
PLAN VIEW
"HUCQ" HANGER
° o
0
WALL
WALL
PER PLAN
PER PLAN
I I
SIMPSON HL55 ANGLE
WITH 5/8" DIA.x3"
SIMPSON HL55 EACH SIDE
LAG SCREWS
WITH 5/8" DIA. LAG SCREWS
CANTILEVER RIM
BEAM
DECK JOIST
- - - - - - - - - - - - - - ---------------
_____________
PER PLAN
n i
BUILT-UP CURB
li IIA
PER ARCH PLAN
°
°
Ivl
in
o 0
---- ------ °-O--------------
----- -------- ° °
ii �u
°
RIM BEAM BEYOND
--------- ----
-------------
V
FLUSH BEAM PER PLAN FLOOR JOIST
FLOOR JOIST
FLUSH BEAM PER PLAN
FLUSH BEAM PER PLAN
SIMPSON HL55 ANGLE
F-0 0-1
I A
BEYOND
BEYOND
WITH 5/8" DIA.x3"
I I
I/ \
LAG SCREWS
o °
BEAM PER PLAN
BEAM PER PLAN
BEAM PER PLAN
SIMPSON HL55 ANGLE
ANTILEVER RIM BEAM
WITH 5/8" DIA.x3"
PER PLAN
LAG SCREWS
DROPPED FLOOR
FLOOR BEAM CONNECTION DETAIL
FLOOR BEAM CONNECTION
DETAIL
FIOOR BEAM CONNECTION DETAIL
BEAM
B
C
RIM BEAM CONNECTION
DETAIL
DI
n-1'—On
DROPPED FLOOR
BEAM
SIMPSON HL55 ANGLE
WITH 5/8" DIA. LAG SCREWS
0 0
0
OLUMN PER PLAN
P
LAN VIEW
RIM BEAM
PER PLAN
DROPPEDFLOOR
FPLAN
S 16x24
BEAM
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FILLER PLATES TO FLUSH OUT
BUILT-UP CURB S16x24
(OR EQUAL)
"HGLT"
LSL 31x14
PER ARCH PLAN
HANGER
(FLUSH)
3x BLOCK NAILED
HUC410
WITH TO RIM WI
ITHo.c
1 AT 4
SIMPSON HL55
DECK JOIST
ANGLE WITH
PER PLAN
5/8" 0 LAG SCREWS
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12
0 o
F-o 0-1
o o
GLULAM
I°
o 0
0
HANGER
RIM BEAM
°I
RIM BEAM RIM BEAM
PER PLAN
RIM BEAM\
PER PLAN
--RIM BEAM
PER PLAN
I
PER PLAN
3-1/2x14"fIMBERSTRAND 5-1/414" PARALLAM
"LS90"
SIMPSON HL55 ANGLE
SIMPSON HL55 ANGLE
WITH DIA.x3"5-1
I�I
ANGLE
WITH 5/8" DIA.x3"
BEAM PER PLAN
SCREWS
LAG SCREWS
4x11-7 8" PARALLAM
/ /
� — —
SDS
() �"�x6"
BEAM PER PLAN LAG SCREWS
5-1 /2x12
SCREWS
"ML24Z" GLULAM
ANGLE RIM BEAM
UNDER
RIMBEAM
RIM BEAM CONNECTION DETAIL
G FLOOR BEAM CONNECTION DETAIL
BEAM CONNECTION
DETAIL
E
0Qn=1'-0"
1 "=1'-0"
CHFLOOR
WALL
PER PLAN
SIMPSON HL55 ANGLE
WITH 5/8" DIA.x3"
LAG SCREWS
------------- II II DECK
�u i ADJACENT
RIMJOIST
II
0o II11
0 111
V
FLOOR JOIST FLUSH BEAM PER PLAN
BEYOND
BEAM PER PLAN
FLOOR BEAM CONNECTION DETAIL
J
T,5E
ENGINEERING
12810 N.E. 178 t" ST. • Suite 218
Woodinville, WA 98072-8702
(425) 481-6601
`t"A.R
.��'. 0 WASE ♦1
z
40891 `rJ
`SfUNAL F�
11 /22/23
project title:
Koh Residence
motionspace architecture
and design
TSE #9606
sheet title:
STRUCTURAL
D ETAI LS
revisions:
REVIEW
0 COMMENTS 1 1 /20/23
NT CLIENT
CHANGES 1 1 /20/23
designer: El
drawn: RESUPR
checked: 5/23/2W
CITY OF EDMOONDS
date: SE �TV%AT
scale: AS NOTED
file: 9606
sheet #:
0
SHEARWALL
PER PLAN
PREMANUFACTURED METAL GUARDRAIL
PER CODE (DESIGN BY OTHERS) WITH
2x BLOCK BETWEEN
SEE ARCH PLAN FOR
DECK SLOPE AND
LAG BOLTED CONNECTION. CONTRACTOR
"TSE
PREMANUFACTURED METAL GUARDRAIL
PER CODE (DESIGN OTHERS) WITH
SHEARWALL---,,,
BOTTOM PLATE NAILING PER
STUDS
DRAINAGE REQUIREMENTS
TO PROVIDE SHOP DRAWINGS TO
ENGINEERING" FOR REVIEW PRIOR TO
ON. CONTRACTOR
LAG BOLTED CONNECTION.
SEE ARCH PLAN FOR
SHEARWALL SCHEDULE
WITH 1Od AT 8"o.c
SHEARWALL
FABRICATION
TO PROVIDE SHOP DRAWINGS TO "TSE
DECK SLOPE AND 2x BLOCK BETWEEN
LVL BLOCK BETWEEN
PER PLAN
ENGINEERING" FOR REVIEW PRIOR TO
DRAINAGE REQUIREMENTS STUDS WITH 1Od AT
JOIST UNDER WALL
SHEARWALL
2x BLOCK BETWEEN
2x BUILT—UP
CURB
SEE ARCH PLAN FOR FABRICATION
8"ox
1.25" GYPCRETE
EDGE NAILING
STUDS WITH 10d AT
8"o.c
USE "SIMPSON "DTT2" WITH 2x LEDGER
DECK SLOPE AND
DRAINAGE REQUIREMENTS
SHEARWALL PER
�SCHEDULE
-- — ------ ---
____________
SHEARWALL
1/2 THREADED ROD FROM
BLOCKING AT SECOND BAY TO ATTACHED WITH
2x BUILT—UP
CURB
EDGE NAILING SHEARWALL
BOTTOM PLATE NAILING PER
EDGE NAILING
(2)16d AT 16"o.c
FLOOR JOIST
SHEARWALL SCHEDULE
BLOCK IN WALL WHERE
1.25" GYPCRETE
FLOOR JOIST
PER PLAN
PER PLAN
1.25" GYPCRETE
GUARDRAIL POST 0 CURS
2x SLEEPER
FLOOR SHEATHING
, —
FLOOR SHEATHING
EDGE NAILING
--— ---
EDGE NAILING
2x SLEEPER
LOOR JOIST
WEB STIFFENER
DECK JOIST —
2x SLEEPERS PER PLAN
FLOOR JOIST
2x SLEEPERS
DECK JOIST
PER PLAN
PER PLAN
NUT AND WASHER
NUT AND WASHER
BLOCK TO TOP PLATE:
USE LTP4 ®8" o.c.
PER PLAN
(MAY BE
COUNTERSUNK)
MAY BE
COUNTERSUNK)
PLYWOOD FILLER
WHEN REQUIRED
SHEARWALLZ
DECK JOIST
PER PLAN
BLOCKING I
I
USE SIMPSON "DTT2" WITH I I
PER HANGER
DECK JOIST PER PLAN MANUFACTURER
"LUS"
EDGE NAILING
BETWEEN 1
" " I I
1/2 THREADED ROD AT 48 o,c I I
WITH HANGER
SHEARWALL
EDGE NAILING
2x LEDGER ATTACHED TO
JOISTS. I
I I
DECK BEAM
WHERE GUARDRAIL POST DECK BEAM I I
SIMPSON "IUS" OR "ITS"
HANGER OR EQUAL
WALL TOP PLATES
FLOOR BEAM
BEAM WITH 3 ROWS
I I
PER PLAN � -POST
OCCURS PER PLAN I I
PER PLAN
2x LEDGER ATTACHED
TO RIM WITH 2 ROWS
()
PER PLAN
»()
16d AT 12 o.c
I
I 1
WHERE OCCURS i f�
POST PER PLAN
WHERE OCCURS
FLOOR BEAM
SCREWS PER PLAN
SDS J"OPL'US
PER SHEARWALL
I
J 0 I ST PARALLEL TO BEAM 1
1
1
I
1 ATA121'6"o.
I
OFFSET WALL FRAMING DETAILO
FLOOR FRAMING/
B
DECK LEDGER DETAIL
DECK FRAMING DETAILS
JOIST PERPENDICULAR TO BEAM
FLOOR FRAMING DECK LEDGER DETAIL
" , "
1 =1 —0
C
1"=1'-0"
1"=1'-0"
SEE ARCH PLAN FOR
SEE ARCH PLAN FOR
DECK SLOPE AND
DECK SLOPE AND
DRAINAGE REQUIREMENTS
DRAINAGE REQUIREMENTS
SEE ARCH PLAN FOR
DECK SLOPE AND
WALL PER PLAN
DRAINAGE REQUIREMENTS
WALL
(WHERE OCCURS)
SHEARWALL
PER PLAN
PER PLAN
2x BLOCK BETWEEN
2x BLOCK BETWEEN
2x BLOCK BETWEEN
STUDS WITH 1Od AT
SHEARWALL
STUDS WITH 1Od AT
STUDS WITH 1Od AT
8"o.c
PER PLAN
8"o.c
8"ox EDGE NAILING
16dAT4"O.C.
BOTTOM PLATE NAILING PER SHEARWALL
SHEARWALL SCHEDULE
"
16d AT 4 O.C.
WHERE WALL OCCURS
( )
1.25" GYPCRETE — FLOOR SHEATHING
BUILT UP WOOD
NAILER PLATES TO
EDGE NAILING
1.25" GYPCRETE FLOOR SHEATHING
//
----------- EDGE NAILING
FLUSH OUT
BOTTOM PLATE NAILING PER
1.25" GYPCRETE FLOOR SHEATHING
EDGE NAILING
1.25" GYPCRETE
SHEARWALL SCHEDULE
��
----- ---- EDGE NAILING
MANUFACTURED
2x BLOCK BETWEEN
MANUFACTURED
RIM BOARD i i 2x SLEEPERS
----------
--------------------
PLYWOOD
STUDS WITH 1 Od AT
FLOOR JOIST RIM BOARD
2x SLEEPERS
FLOOR JOIST
FLOOR JOIST
FILLER
8"o.c
2x SLEEPERS
PER PLAN
PER PLAN
1.25" GYPCRETE
FLOOR JOIST
FLOOR JOIST
----- --
_
PER PLAN
DECK JOIST
DECK JOIST
PER PLAN
FLOOR JOIST
SHEARWALL
PER PLAN
PER PLAN
PER PLAN
EDGE NAILING
WITH "LUS"
PLYWOOD FILLER —BLOCK
DECK JOIST
SOLID BEYWEEN HANGER
WHEN REQUIRED
PER PLAN
"A23" AT 16" O.C. 2x LEDGER ATTACHED
JOISTS UNDER POST
PER HANGER
WITH "LUS"
TO RIM
WITH (3)ROWS
ABOVE
MANUFACTURER
FLOOR BEAM
PLYWOOD FILLER
FLOOR BEAM HANGER
16d AT
12"o.c
2x LEDGER ATTACHED
SIMPSON "IUS" OR "ITS"
PER PLAN
WHEN REQUIRED
PER PLAN
TO RIM WITH 2 ROWS
"A23" AT 16" O.C. ( )
HANGER (OR EQUAL)
PER HANGER
o
FLOOR BEAM\-2x
LEDGER ATTACHED
SIDS J"OW SCREWS AT 16"o.cMANUFACTURER
PER PLAN
TO RIM WITH (2) ROWS
FLOOR BEAM
PLUS 16d AT 12" O.C.
"IUS" "ITS"
SIDS J"OW SCREWS AT 16"o.c
PER PLAN
SIMPSON OR
PLUS 16d AT 12" O.C.
FLOOR BEAM—/
HANGER (OR EQUAL)
PER PLAN
E FLOOR FRAMING
DETAIL
FLOOR FRAMING DECK LEDGER DETAIL
FLOOR FRAMING DECK LEDGER DETAIL
J ��nl FRAMING DECK LEDGER DETAIL
1"=1'_0"
FRAMING
DETAIL
(�
�--
C ����RWALL
1"=1'-0"
1"=1'-0"
I
SYM. AB'T'
SHEARWALL
(SH'T'G NOT SHOWN
FOR CLARITY)
—I
WHERE "MSTC" TIE USE SHEARWALL EDGE
SHEARWALL
PER PLAN
STRAPS ARE NAILING FOR CONNECTION
SHEARWALL
SPECIFIED USE OF SHT'G TO EACH STUD
�
PREMANUFACTURED METAL GUARDRAIL
PER PLAN
DBE. STUDS
=
PER CODE (DESIGN BY OTHERS) WITH
LAG BOLTED CONNECTION. CONTRACTOR
z
w Q
2x BLOCK BETWEEN TO PROVIDE SHOP DRAWINGS TO "TSE
TIE STRAP —i � HOEDOWN STUD
STUDS WITH 1 Od AT ENGINEERING" FOR REVIEW PRIOR TO
PER PLAN a PER SCHEDULE
uj
HOLDOWN STUD
8"o.c FABRICATION
16d AT 4" O.C.
z" UPPER FLOOR
PER SCHEDULE
RIM
PER PLAN w SUB —FLOORING
BOTTOM PLATE NAILING PER
SHEARWALL
SHEARWALL SCHEDULE 2x BUILT—UP
10d ®6" o.c.
2x BLOCK BETWEEN
EDGE NAILING
0
"
GYPCRETE
\
STUDS WITH 1Od AT \ _
8"o.c ��
FLOORTIE STRAP
1.25 GYPCRETE� 2x SLEEPER
GYPCRETE--1.25"
----------
--------------
PER PLAN
�FLOPER ORTIE STRAP
FLOOR JOIST
PLAN
PER PLAN
WEB
FLOOR JOIST
STIFFENER
STIFFENER
FLOOR JOIST
PER PLAN
UPPER
PER PLAN
FLOOR
PLYWOOD FILLER—TRED
BLOCK SOLID
WHEN
(A AND WASHER
AT STRAP NOTE: IF HEADER
c�
FLOOR JOIST
PER HANIGER MAY BE
INTERVENES, WRAP
LOCATIONS z FLOOR
PER PLAN
MANUFACTURER COUNTERSUNK
J AND NAIL STRAP TO JOIST
I DECK JOIST
FULL DEPTH BLOCK
cr HEADER AND TIE
o W PER PLAN
SIMPSON IUS OR ITS 1 PER PLAN
"IUS" "ITS" I
BETWEEN JOIST
LVL ALIGNED WITH
z" HEADER AT EACH END
HANGER (OR EQUAL) I WITH "LUS"
FLOOR JOIST
"A23" "
A23 AT 12 O.C.
WALL AND BEAM
w TO WALL STUDS BELOW
I HANGER DECK BEAM
PER PLAN
PER PLAN
w 1) LSTA21
/ (
1
FLOOR BEAM I PER PLAN
PER PLAN I 2x LEDGER ATTACHED
USE SHEARWALL EDGE FLOOR BEAM PER PLAN
BEND STRAP BEND STRAP
1 TO RIM WITH (2) ROWS
BEAM PER PLAN
NAILING FOR CONNECTION
AROUND FL PER PLAN OOR BEAM AROUND
I I SDS���x4" SCREWS " "
OF SHT'G TO EACH STUD
END OF BEAM END OF BEAM
I I AT 16 o.c USE SIMPSON DTT2 WITH
I I PLUS 16d AT 12" O.C. 1/2"0 THREADED ROD
FLOOR BEAM
SHEARWALL
—Lam,/\--L AT 48"o,c WHERE
PER PLAN
GUARDRAIL POST OCCURS
TYPICAL DROPPED
FLOOR BEAM
FLOOR FRAMING
DETAIL
K
&SHEARWALL
TYPICAL FLOORTIE STRAP AT FLOOR BEAM DETAILS
WALL/FLOOR/DECK FRAMING DETAIL
IVI & 1 "=1'-0"
1 "=1'-0"
TSE
ENGINEERING
12810 N.E. 178 t" ST. • Suite 218
Woodinville, WA 98072-8702
(425) 481-6601
A A RY
2
40891 ^LJ
O'{ GISTGR��Ci
`S'ON I. -
11 /22/23
project title:
Koh Residence
motionspace architecture
and design
TSE #9606
sheet title:
STRUCTURAL
D ETAI LS
revisions:
REVIEW
0 COMMENTS 1 1 /20/23
NT CLIENT
CHANGES 1 1 /20/23
designer: El
drawn: RESUPR
checked: 5/23/2W
CITY OF EDMOO�NDS
date: SEESL�IA(RT
scale: AS NOTED
file: 9606
sheet #:
0
FLOOR BEAM
PER PLAN
FLOOR JOIST
PER PLAN
3 4 PLYWOOD STIFFENER
N EACH SIDE OF JOIST
(WHERE "DTT2" OCCUR)
SIMPSON DTT2
WITH 1 /2" Dia.
THREADED ROD
WITH NUTS AND
BOLT
1"=1'-0"
SHEARWALL
PER PLAN
1Od AT 4"o.c
WHERE BLOCKING
SLOPE PER BETWEEN JOISTS
ARCH PLAN OCCURS
FLOOR JOIST
- PER PLAN
SHEARWALL
PER PLAN
SHEARWALL
PER PLAN
1Od AT 4"o.
WHERE BLOCKING
FLOOR BEAM SLOPE PER BETWEEN JOISTS FLOOR BEAM FLOOR
PER PLAN PER PLAN SLOPE PER
ARCH PLAN OCCURS ARCH PLAN PER F
FLOOR JOIST
-- -- PER PLAN -- -- -
DECK JOIST
PER PLAN
J
� SIMPSON "DTT2Z" WITH
J
� SIMPSON "DTT2Z" WITH �
DECK JOIST
BLOCKING
BETWEEN JOISTS
n
1/2 0 THREADED ROD FROM
DECK JOIST
BLOCKING
BETWEEN JOISTS
��
1/2 0 THREADED ROD FROM
BLOCKING
PER PLAN
"LUS"
"DTT2Z"
WHERE DTT2Z
BLOCKING AT SECOND BAY
PER PLAN
"LUS"
WHERE "DTT2Z"
BLOCKING AT SECOND BAY
BETWEEN JOISTS
"DTT2Z"
WITH
OCCURS
TO DECK JOIST
WITH
TO DECK JOIST
WHERE
HANGER
HANGER
OCCURS
OCCURS
A
y
� I
WALL PER PLAN
(WHERE OCCURS)
� I
� I
OFFSET WALL/FLOOR FRAMING DETAIL
1 "=1'-0"
WALL
PER PLAN i
� I
16d ®4" o.c. 1.25" GYPCRETE i BEAM PER PLAN BEAM PER PLAN
1.25" GYPCRETE --��� SIMPSON TS22 SIMPSON TS22
(OR EQUAL) SIMPSON CS16x24 (OR EQUAL)
(OR EQUAL)
FLOOR JOIST BEAM PER PLAN
FLOOR JOIST PER PLAN
PER PLAN
WEB
STIFFENER /a___—STIFWEBFENER "A23".AT-\
PER OPLANIST BEAM ALIGNED WITH SIMPSON A35 SIMPSON A35
SIMPSON A35 (OR EQUAL)
(OR EQUAL) (OR EQUAL)
LSL BLOCK
BETWEEN JOIST
COLUMN PER PLAN
BEAM PER PLAN COLUMN PER PLAN
BEAM PER PLAN
WALL/FLOOR BEAM FRAMING DETAIL
1 "=1'-0"
(2)2x10
FLUSH
HEADER
CS16x24
STRAP ACROSS
HEADER SPLICE
(2)2x10
FLUSH HEADER
FLOOR FRAMING DETAIL
1"=1'-0"
TYPICAL BEAM STRAP CONNECTIONS
CONTINUOUS 3Y2"
OUTSIDE', ROOF BEAM FE J"x3J"x9J"
FACE OF WALI-i PER PLAN BEARING PLATE
(CUT AS SHOWN)
R 1 /4"x12" x44"
SIDE PLATES
111 a00
CUSTOM COLUM 00 1�
'\P PER DETAIL & 4)5/8"0 BOLT
���AT
BEAM R iJ"x10"x54"
KNIFE PLATE
® of (SKEW TO
MATCH POST) PLAN VIEW
"U24-2L-/
�,U24-2"
SLOT CUT POST
SLOPED
SLOPED
FOR KNIFE PLATE
NEATLY PLANE BEAM
HANGER
- --
HANGER
TO FLUSH OUT WITH
BASE PLATE
4)5/8"0 BOLTS
ROOF BEAM
AT BEAM
COLUMN PER
PER PLAN
PLAN ALIGNED
WITH WALL
(2)5/8"0 BOLTS
DIAGONAL TO
AT POST
USTOM COLUMN
ROOF BEAM
jII
CAP PER DETAIL 3O
PLAN VIEW
j l l l
177
FSECTI
I
(2)5/8"0 BOLTS
AT POST NIFE PLATE
ROTATED TO LINE
UP WITH THE ROOF BEAM
ORIENTATION OF PER PLAN
COLUMN PE POST NOTE:
PLAN ALIGNED 10* ___---- KERF CUT BEAM AND
WITH WALL 11 1 POST TO ALLOW FOR
KNIFE PLATE
_
I _ -
WALL LINE
COLUMN PE USTOM COLUMN
PLAN
GNED
WI WITH CAP PER DETAIL 30
BEAM TO COLUMN CONNECTION DETAIL
SECTION
11/16"0 HOLE „
FOR 5/8"0 4y2 R 1/4"x12"x4"
BOLTS SIDE PLATES
o h'_ 1 /4"x 12"x4"
SIDE PLATES
R J"x3J"x84" 611
1 PP N
BEARING PLATE
4' 4"
R R"x`4nx8»
4" BEARING PLATE/
0 0 „
J"x10„x5J» 3y2
KNIFE PLATE
(SKEW TO
5 2 MATCH POST)
11/16.0 HOLE „
FOR 5/8"0 8Y2
Z\ CUSTOM COLUMN CAP
V 1 n=1 r-0n
FRONT VIEW
SECTION
5y2»
11/16"0 HOLE
FOR 5/8"D
BOLTS °
6"
1"
N
4"
4"
2»
o
11/16"0 HOLE 5 2"
FOR 5/8" 0 12"
BOLTS
COLUMN CAP
U1 "=1'-0"
PLYWOOD FILLER
WHEN REQUIRED
1.25" GYPCRETE PER HANGER
MANUFACTURER
------- ----------------
--
FLUSH BEAM
OPTION
FLOOR JOIST
—4n,01 0 n
PER PLAN
SIMPSON "IUS" OR "ITS"
BEAM PER PLAN JHANGER (OR EQUAL)
FLOOR FRAMING D ETAI L
END VIEW
ROOF BEAM
PER PLAN
R 1 /4"x 12"
SIDE PLATE
R J"x3�"x12"
BEARING PLATE
R J"x1
KNIFE
COLUMN CAP TO HAVE
BLACK POWDER COAT
FINISH (OR EQUAL)
N
FACE OF WALL
STC40
STRAP
SLOT CUT POST
FOR KNIFE PLATE
POST PER P
5y2»
2)2»
2„ 1 „
t
2f
1 "
°
E 3/16"x15"x2J"
377—
16
°°
BACK PLATE
° 1„ w
° °
^
°
° ° (8)HOLES FOR r
HOLES FOR
IL 3/16"x15"x2�"
1/2-0 PINS
1 /4"b SCREW
BACK PLATE
R 3/1 6"x 1 5"x54"
R 3/16"x15"x54"
KNIFE PLATE
KNIFE PLATE
CUSTOM
CONCEALED HANGER
4
16) 1 /4" 0 SIDS
SCREWS
N
3/16 HEADER/POST •
PER PLAN • • CUSTOM CONCEALED
• � HANGER PER DETAIL
3/16 0 I
COLUMN CAP TO HAVE
BLACK POWDER COAT FINISH
(OR EQUAL)
ROOF BEAM
\—(8) SIMPSON PER PLAN
J"O x 2j" LONG
CHAMFERED STEEL
DOWELS
BEAM TO HEADER CONNECTION DETAIL
ROOF BEAM
PER PLAN
NEATLY PLANE BEAM
TO FLUSH OUT WITH
___ BASE PLATE
(2)5/8" 0 BOLTS
AT POST
NOTE: THIS CONNECTOR REQUIRES SPECIAL
ATTENTION TO ENSURE CORRECT INSTALLATION.
THE BEAM MUST BE INSTALLED PERPENDICULAR
TO THE SUPPORT MEMBER. THE CONNECTION'S
COMPONENTS MAY BE DAMAGED IF THE BEAM IS
ROTATED FROM ITS OPPOSITE END DURING OR
AFTER INSTALLATION. DAMAGED COMPONENTS MAY
NOT BE NOTICEABLE AND MAY REDUCE THE
CONNECTOR'FS LOAD CARRYING CAPACITY.
TSE
ENGINEERING
12810 N.E. 178 t" ST. • Suite 218
Woodinville, WA 98072-8702
(425) 481-6601
��.0 wAsf t
�e
2
'o �1 30891 4- J
0;K��-CrsTER��(��w
`S"'ONAL F�
11 /22/23
project title:
Koh Residence
motionspace architecture
and design
TSE #9606
sheet title:
STRUCTURAL
D ETAI LS
revisions:
REVIEW
0 COMMENTS 1 1 /20/23
NT CLIENT
CHANGES 1 1 /20/23
designer: El
drawn: RESUPR
checked: 5/23/2W
CITY OF EDMONDS
date: SE 0 VV/S TV%AT
scale: AS NOTED
file: 9606
sheet #:
0
1 "=1'-0"
ROOF SHEATHING
FLUSH HEADER ROOF SHEATHING
EDGE NAILING
EDGE NAILING
FLUSH BEAM
BLOCKING AT 24" O.C.
STRUCTURAL
FASCIA
RAFTER
PER PLAN
2x BLOCK BETWEEN OUTLOOKERS
RAFTER
FASCIA PER PLAN
ROOF SHEATHING
EDGE NAILING
z
ROOF SHEATHING
PER PLAN e
EDGE NAILING 2x
OUTLOOKER AT 24" O.C.
RAFTER PER PLAN
GUTTER PER
BLOCK BETWEEN
(NOTCHED AROUND
ARCH PLAN
RAFTERS
HEADER AS
"LTP4" AT 16" O.C.
i i "LRUZ" HANGER
NEEDED
FASCIA PER
PLAN
2 16d
()
RAFTER
WHERE SHEARWALL
I I
CEILING
HANGER
OCCUR
SHEARWALL I I I
FASCIA PER PLAN
. JOIST
• PER PLAN
"LRUZ" HANGER
"LTP4"
RAFTER
SHEARWALL
EDGE NAILING I I
�—A _L
AT 16" O.C.
TOP PLATES
EDGE NAILING
_ �_ _ WINDOW OPENING
PER PLAN
(WHERE OCCURS)
(WHERE OCCURS)
j (OR WALL BEYOND)
ROOF SHEATHING I I
"LTP4" AT 16" O.C.
SIMPSON "H2.5A"
EACH RAFTER
RAFTER
PER PLAN
BLOCK
"
W/ 10d AT 6 O.C.
ROOF SHEATHING
EDGE NAILING LOWER ROOF
LOWER ROOF EDGE NAILING
(BLOCK TO PLATES)
SHR2x
EDGE NAILING
DOUBLE TOP PLATES
RAFTER
TOP PLATES
SHEARWALL
EDGE NAILING
HEADER PER PLAN
(UPSET AS SHOWN)
CEILING JOIST
2x BLOCKING BETWEEN
PER PLAN
RAFTER
PER PLAN
(WHERE OCCURS)
PER PLAN
SHEARWALL
TO STUDS WITH (2)10d
2x BLOCKING BETWEEN
PER PLAN
TOE —NAILS OR BACKNAILS
TO STUDS WITH (2)10d
EACH END OF BLOCK
2x LEDGER ATTACHED TO TOE —NAILS OR BACKNAILS
2x LEDGER ATTACHED TO
EACH STUD WITH (3)16d PLUS EACH END OF BLOCK
"LUS" HANGER
EACH STUD WITH (3)16d PLUS
16d AT 8"o.c AT BLOCKING
SHEARWALL
WALL PER PLAN
16d AT 8"o.c AT BLOCKING
PER PLAN
ROOF BEAM
SLOPED RAKETWALL
TO MATCH ROOF PITCH
SHEARWALL
PER PLAN
PER PLAN - 41
ROOF FRAMING DETAIL
ROOF FRAMING
B
DETAIL
A
,"=,�_D"
FRAMING DETAIL AT GABLE END
ROOF FRAMING DETAIL
ROOF FRAMING SHEARWALL DETAIL GARAGE
2x BLOCK BETWEEN OUTLOOKERS
RAFTER ALIGNED W/ WALL
ROOF SHEATHING
EDGE NAILING
2x OUTLOOKER AT 24" O.C.
ROOF SHEATHING
EDGE NAILING
ROOF SHEATHING BLOCK BETWEEN
EDGE NAILING
RAFTERS
BLOCK BETWEEN
RAFTER ALIGNED
RAFTERS RAFTER
FASCIA PER
FASCIA PER
WITH WALL BELOW
ROOF SHEATHING
n PER PLAN
"LTP4"
LTP4 AT 16 O.C.
ARCH PLAN
�(2)16d
PLAN
EDGE NAILING
RAFTER
PER PLAN
"LTP4" AT 16" O.C.
RAFTER:7
"LTP4" AT 16" O.C.
RAFTER —,,BLOCK
BETWEEN
2x4 DFL#2 SCAB
WHERE SHEARWALL
PER PLAN
RAFTER
PER PLAN
AT OVERHANG. RAFTERS
o.
OCCUR
PER PLAN
RAFTER
BACK —SPAN SCAB
�
SHEARWALL
PER PLAN
36"(MIN)
EDGE NAILING
2x BLOCK WITH 1Od AT 6" O.C.
2x NAILER WITH 10d AT 6" O.C.
HEARWALL
"LTP4" AT 16" O.C.
SIMPSON "H2.5A"
RAFTER
; DOUBLE TOP PLATES
DOUBLE TOP PLATES
EDGE NAILING
LOWER ROOF
WHERE SHEARWALL
OCCUR
EACH RAFTER
NOTCH RAFTER
PER PLAN WITH
AT BEAM
"LRUZ" HANGER
2x BLOCKING BETWEEN
2x G.W.B NAILER
HEARWALL
1 "A34" FRAMING
( )
2x BLOCKING BETWEEN
TO STUDS WITH (2)10d
EDGE NAILING
ANGLE AT EACH SHEARWALL
RAFTER (OR EQUAL) EDGE NAILING TOP PLATES
TO STUDS WITH (2)10d
TOE —NAILS OR BACKNAILS
2x LEDGER ATTACHED
TOE —NAILS OR BACKNAILS
EACH END OF BLOCK
--------------
---------
DOUBLE TOP PLATES
(1) "A34" FRAMING
(WHERE OCCURS)
WITH (2) SIDS J" Ox44"
EACH END OF BLOCK
SHEARWALL
ANGLE AT EACH
SCREWS EACH STUD
PER PLAN
RAFTER (OR EQUAL)
PLUS 16d AT 8"o.o
NOTE: CONSTRUCT
RAFTER
SLOPED RAKE ALL
ITO
PER PLAN
ROOF BEAM
MATCH ROOF PITCH
HEADER
NOTCH RAFTER
PER PLAN
PER PLAN
2x LEDGER ATTACHED TO
NOTE: CONSTRUCT
ROOF BEAM AT BEAM
EACH STUD WITH (3)16d
SLOPED INTERIOR WALL
PER PLAN
WALL PER PLAN
PLUS 16d
AT 8"o.c AT
TO MATCH ROOF PITCH
2x6 CEILING JOIST
AT 24" ox. "LUS" HANGE
ALL
BLOCKING
PER PLAN
SLLOPED WALL
---------------
-- ---
PER ARCH PLAN
2x LEDGER ATTACHED TO EACH
RAKE
STUD WITH 2)SDS " Dx " SCREW
TO MATCH ROOF PITCH
ROOF BEAM
PER PLAN
EACH STUD PLUS 16d AT 12"o.c
DETAIL
ROOF FRAMING
DETAIL
DETAIL
0_���.�F.RAM.ING
ROOF WALL FRAMING
DETAIL
&�S'HEARWALL
ROOF SHEARWALL
FRAMING DETAIL
ROOF SHEATHING
EDGE NAILING
BLOCK BETWEEN
RAFTERS
GUTTER PER
RAFTER
ARCH PLAN
.o.
PER PLAN
2x RIM
SIMPSON "H2.5A"
EACH RAFTER
BLOCK BETWEEN
RAFTERS
ROOF SHEATHING
2x4 DFL#2 SCAB
RAFTER ALIGNED
EDGE NAILING GUTTER PE
8d AT 4" O.C.
TOP PLATES
AT OVERHANG.
WITH WALL
ARCH PLAN
EDGE NAILING
BACK —SPAN SCAB
36"(MIN)
GWB
ROOF SHEATHING--"2x
BLOCKING BETWEEN
RAFTER
PER PLAN
PER APLAN
BLOCK BETWEEN
EDGE NAILING
TO STUDS WITH (2)10d
RAFTERS
16d AT 8" O.C.
TOE —NAILS OR BACKNAILS
EACH END OF BLOCK
RAFTER
FASCI
RAFTER
RAFTER
PER PLAN
16d AT 6" O.C.
PER PLAN
PLAN
"LTP4" AT 16" O.C.
PER PLAN
WHERE SHEARWALL
"A34" FRAMING ANGLE NOTCH RAFTER
OCCUR
ON ONE SIDE OF EACH AT BEAM
OFFSET BEAM
RAFTER (OR EQUAL)
HEARWALL
PER ARCH PLAN
EDGE NAILING
RAFTER
PER PLAN
WITH
"LRUZ"
HANGER
ROOF BEAM
PER PLAN
NOTCH RAFTERS
2x LEDGER ATTACHED WITH
ROOF BEAM
I
I PER ARCH PLAN
NOTE: CONSTRUCT
SLOPED RAKE WALL
PER ARCH PLAN
(1) 7A34" FRAMING
AT BEAM
(2)ROWS SIDS � �x4�
PER PLAN
TO MATCH ROOF PITCH
ANGLE AT EACH
SCREWS AT 16" O.C.
RAFTER (OR EQUAL)
j �� POST PER PLAN
SHEARWALL
I I WHERE OCCURS
PER PLAN
ROOF BEAM
3x FILLER
PLATE (TO FLUSH OUT).
I I
PER PLAN
ATTACH
3x TO ROOF BEAM WITH
I I
(2) ROWS SDW J" O x44"
I I
SCREWS
AT 16" ox STAGGERED
L ROOF FRAMING DETAIL
FRAMING DETAIL AT
GABLE END
"=1'-0"
M ROOF
FRAMING DETAIL
N ROOF FRAMING DETAIL
1"=1'-0"
1"
TSE
ENGINEERING
12810 N.E. 178 t" ST. • Suite 218
Woodinville, WA 98072-8702
(425) 481-6601
A.
�e
40891
Sf�NAL
11 /22/23
project title:
Koh Residence
motionspace architecture
and design
TSE #9606
sheet title:
STRUCTURAL
D ETAI LS
revisions:
REVIEW
0 COMMENTS 1 1 /20/23
CLIENT
CHANGES 1 1 /20/23
designer: El
drawn: RESUPR
checked: 5/23/2W
CITY OF EDMOO�NDS
date: SE gS1EVR%AT
scale: AS NOTED
file: 9606
sheet #:
ROOF SHEATHING
FLUSH BEAM EDGE NAILING
PER PLAN
ROOF SHEATHING
FTER ALIGNED W WALL
/
BLOCKING
EDGE NAILING
ROOF SHEATHING
AT 24"o.c
2x10 AT
EDGE NAILING
ROOF SHEATHING
2x RIDGE BOARD (OR
STRUCTURAL
FASCIA
24" O.C.
BLOCK BETWEEN
RAFTERS
EDGE NAILING
BLOCK BETWEEN
RAFTER
FLUSH BEAM
RAFTERS)
PER PLAN
PER PLAN
RAFTER
RAFTER
PER PLAN
FASCIA PER
PLAN
RAFTER
RAFTER
PER PLAN
PER PLAN
PER PLAN
FASCIA
•
PER PLAN
•
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7!
I
RAFTER
I
"LRUZ"
PER PLAN
HANGER I I
"LTP4" AT 16" O.C.
SIMPSON "H2.5A"
"LTP4" AT 16" O.C.
I I
(BLOCK TO PLATES)
"LRUZ"
EACH RAFTER
2x NAILER WITH 10d AT 6" O.C.
ROOF SHEATHING
HANGER
WINDOW OPENING EDGE NAILING
SHEARWALL
(OR WALL BEYOND)
EDGE NAILING
DOUBLE TOP PLATES
SHEARWALL
TOP PLATES
TOP PLATES
(1) "A34" FRAMING
SHEARWALL
EDGE NAILING
PER PLAN
ANGLE AT EACH
EDGE NAILING
(WHERE OCCURS)
2x6 CEILING JOIST
RAFTER (OR EQUAL)
(WHERE OCCURS)
m RAFTER
PER PLAN WITH
2x6 CEILING JOIST
AT 24" ox.
AT 24" ox.
2x BLOCKING BETWEEN
m
LRUZ HANGER
TO STUDS WITH (2)10d
ROOF BEAM
PER PLAN
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ROOF BEAM
2x BLOCKING BETWEEN
EACH END OF BLOCK
CEILING BEAM
PER PLAN I I
TO STUDS WITH (2)10d
J
2x BLOCKING BETWEEN
2x LEDGER PER PLAN
TOP PLATES
I
TOE —NAILS OR BACKNAILS
"LUS" HANGER
TO STUDS WITH (2)10d
ATTACHED WITH
HEARWALL
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I
2x LEDGER ATTACHED TO BEAM
EACH END OF BLOCK�_IILUS"
HANGER
ALL
TOE —NAILS OR BACKNAILS
EACH END OF BLOCK
(3)16d EACH STUD
(WHERE OCCURS)
WITH 2 ROWS SDS "fix
WALL PER PLAN I ( )
PER PLAN
WHERE OCCURS I SCREWS AT 16"o.c PLUS
I 16d AT 16"o.c
2x LEDGER
2x LEDGER
ATTACHED TO EACH STUD
NOTE: CONSTRUCT
HEARWALL
SHEARWALL
I
SHEARWALL
ATTACHED TO EACH STUD
WITH (2) SDS J"Ox44"
SLOPED RAKE WALL
ITO
PER PLAN
PER PLAN
I
PER PLAN
WITH (2) SDS J" Ox44"
SCREW EACH STUD PLUS
MATCH ROOF PITCH
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I
SCREW EACH STUD PLUS
16d AT 12 o.c
16d AT 12"o.c
FRAMING
DETAIL AT GABLE END
MING
A ROOF FRADETAIL
B ROOF WALL FRAMING
DETAIL
C ROOF WALL FRAMING
DETAIL
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ROOF FRAMING DETAIL AT
RIDGE
E
ROOF SHEATHING
EDGE NAILING
ROOF SHEATHING
RAFTER
UTTER PER
RAFTER
PER PLAN
EDGE NAILING
PER PLAN
BLOCK BETWEEN
ARCH PLAN
ROOF SHEATHING
EDGE NAILING
BLOCK BETWEEN
RAFTERS
RAFTERS
BLOCK BETWEEN
RAFTERS
RAFTER
FASCIA
GUTTER PER
PER PLAN
.o.
PER PLAN
p
ARCH PLAN
I
I
FLUSH HEADER
RAFTER
SIMPSON "H2.5A"
RAFTER
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PER PLAN
PER PLAN
EACH RAFTER
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PER PLAN
I
I
PER PLAN
SIMPSON "H2.5A" (WHERE SHEARWALLS
I
I
EACH RAFTER OCCURS)
IMPSON "H2.5A"
I
I
I DROPPED BEAM
EACH RAFTER
L--------------------------------
-----------------
----
i
I PER PLAN
HEARWALL
TOP PLATES EDGE NAILING
TOP PLATES
I
I
NOTE: CONSTRUCT
ROOF BEAM B OND
DOOR/WINDOW
I
I
I
(WHERE OCCURS)
PER ARCH PLAN I
TO MATCHAROOFAPITCH
WHERE OCCURS I
I PER PLAN
WALL PER PLAN
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(WHERE OCCURS)
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H
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PER PLAN
EDGE NAILING
RAFTER
PER PLAN4 BLOCK BETWEEN
.o.
RAFTERS
FASCIA
PER PLAN
ROOF SHEATHING
EDGE NAILING
2x RIDGE BOARD
(OR
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2x RIDGE BOARD (OR
EDGE NAILING
BLOCK BETWEEN
SIMPSON "H2.5A"
BLOCK BETWEEN
RAFTERS)
BLOCK BETWEEN
EACH RAFTER
ROOF SHEATHING
RAFTERS)
RAFTER
RAFTER
RAFTER
RAFTERS
EDGE NAILING
PER PLAN
PER PLAN
RAFTER
PER PLAN
PER PLAN
RAFTER
TOP PLATES
PER PLAN
NOTCH RAFTER
2x BLOCKING BETWEEN
AT BEAM RAFTER
TO STUDS WITH (2)10d
RAFTER
I
I
PER PLAN WITH
TOE —NAILS OR BACKNAILS o
PER PLAN WITH
I
"LRUZ" HANGER GUTTER PER
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PER PLAN
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AT BEAM
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AT BEAM
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WHERE OCCURS I PER PLAN
WALL PER PLAN
»
WITH (2) ROWS SDS Ox4
HEARWALL
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SCREWS AT 16 o.c PLUS
EDGE NAILING
16d AT 16"o.c
WALL PER PLAN
(WHERE OCCURS)
I
ROOF BEAM
I
PER PLAN
ROOF BEAM
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PER PLAN
ROOF FRAMING
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TSE
ENGINEERING
12810 N.E. 178 t" ST. • Suite 218
Woodinville, WA 98072-8702
(425) 481-6601
cKA•R
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40891 W
lOISTIE �N�
NAIL,
11 /22123
project title:
Koh Residence
motionspace architecture
and design
TSE #9606
sheet title:
STRUCTURAL
D ETAI LS
revisions:
REVIEW
0 COMMENTS 1 1 /20/23
NT CLIENT
CHANGES 1 1 /20/23
designer: El
drawn: RESUPR
checked: 5/23/2W
CITY OF EDMOO�NDS
date: nrm
SE ESL��IMR%AT
scale: AS NOTED
file: 9606
sheet #:
S200
CS16x24
STRAP ACROSS
HEADER SPLICE
(2)2X10
ER �(2)2x10
FLUSH HEADER FLUSH HEADER
GL
»U24-2� ___
SLOPED "U24-2" SKEWED
HANGER AND SLOPED
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ROOF BEAM
PER PLAN
i
(4)5/8" 0 BOLTS
AT BEAM CUSTOM COLUMN
CAP PER DETAIL
J/S2.1
�I
1 /2" Dia. ALL —THREAD
STEEL PIPE AT 12" O.0 WELDED TO
COLUMN COLUMN. (FOR ATTACHING
PER PLAN iL�VL WOOD FRAMING)
BEAM TO COLUMN CONNECTION DETAIL
4x10 DFL#2
"H UC410"
SKEWED
HANGER
L#2
AM
FASCIA CONNECTION DETAIL
SECTION
END VIEW
5y2„
11/16"0 HOLE T
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R J»x,31»x81»
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5 2" R rJ"x 1
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IT FINISH (OR EQUAL)
H COLUMN CAP
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CONTINUOUS 3y2»
OUTSIDE'ROOF BEAM PL»x3"x9"
FACE OF WALL' PER PLAN
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HEADER HEADER SPLICE (2)2x10 �\
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ROOF BEAN
PER PLAN
(2)5/8" 0 BOLTS —
AT POST
COLUMN PER
PLAN ALIGNED
WITH WALL
—"U24-2"
SLOPED
HANGER
{4)5/8"0 BOLTS
AT BEAM
USTOM COLUMN
CAP PER DETAIL 1O
IT
KNIFE PLATE
ROTATED TO LINE
UP WITH THE ROOF
ORIENTATION OF PER
POST
COLUMN P
PLAN ALIGN
WITH WA
BEAM TO COLUMN CONNECTION DETAIL
(2) SDS J" bx44"
SCREWS
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STRUCTURAL FASCIA
RAFTE
PER PLA
SLOT CUT POST
®
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BLOCKING Al
FOR KNIFE PLATE
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HANGER
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COLUMN PER
BASE PLATE
SECTION
FRONT VIEW
I I
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11 /16»0 HOLE
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WALL BEYOND
DIAGONAL TO
ROOF BEAM
PLAN VIEW
AT POST
BOLTS
°
SIDE PLATES
1 4"x12"x4"
SIDE
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COLUMN CAP
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ROOF FRAMING
DETAIL
(GARAGE)
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HANGER (INSTALLED
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ANGLE
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/—PER PLAN
(2)2x10
FLUSH
HEADER
(2)2x10 DFL#2
STRUCTURAL FASCIA
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POST f
"HUC210-2"
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ROOF BEAM CONNECTION DETAIL
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ANE BEAM
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STRUCTURAL -
FASCIA PER
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SCREWS
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CS16x24
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ANGLE EACH SIDE
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ROOF BEAM CONNECTION DETAIL
OUTSIDE
END VIEW FACE OF WALL
STRUCTURAL
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CONTINUOUS
ROOF BEAM
PER PLAN
AM
TH
GRID 10 & G
POST
PER PLAN
(5)SDS J" OX44"—
SCREWS EACH
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6"
0
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FOUNDATION/COLUMN DETAIL
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SCREWS EACH
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TSE
ENGINEERING
12810 N.E. 178 t" ST. • Suite 218
Woodinville, WA 98072-8702
(425) 481-6601
tK A. R
wAS �Y �
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1�_ 40891 V
-GISTU�;
SIpNA1 F,
11 /22/23
project title:
Koh Residence
motionspace architecture
and design
TSE #9606
sheet title:
STRUCTURAL
D ETAI LS
revisions:
REVIEW
0 COMMENTS 1 1 /20/23
CLIENT
CHANGES 1 1 /20/23
designer: El
drawn:
checked: 5/23/2W
CITY OF EDMOO�NDS
date: SE VXST R%AT
scale: AS NOTED
file: 9606
sheet #:
S2,1
FLOOR JOIST
PER PLAN
OIST
FLOOR JOIST—
FLOOR JOIST
PER PLAN
PER PLAN
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14" RIMJOIST
FLOOR JOIST
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BLOCK UNDER POST
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GLULAM
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CUT AS SHOWN
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SIDE OF POST
CS16x24
SIDE OF POST
CS16xSS
CS16x24
SIDE OF POST
FLOOR
STRAP ACROSS
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STRAP ACROSS
BEAM SPLICE
BEAM SPLICE
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____ ______
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PSL 54"x14"
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3 TIES AT 3" O.C.
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TSE
ENGINEERING
12810 N.E. 178 t" ST. • Suite 218
Woodinville, WA 98072-8702
(425) 481-6601
titx A. RJ,
WA'4
2
� )891�
.t�'rk,�C 1 S T 7✓R4'� G�'
NAL F�
11 /22/23
project title:
Koh Residence
motionspace architecture
and design
TSE #9606
sheet title:
STRUCTURAL
D ETAI LS
revisions:
REVIEW
0 COMMENTS 1 1 /20/23
NT CLIENT
CHANGES 1 1 /20/23
designer: El
drawn: RESUPR
checked: 5/23/2W
CITY OF EDMO��NDS
date: SE nrmV/1EVR%AT
scale: AS NOTED
file: 9606
sheet #:
HOLES FOR 5/8"
„ Dia.
BOLTS
3»
14
3»
14
HSS 6x6x3/16 TUBE
STEEL (FIELD VERIFY
INSIDE DIMENSIONS ALLOW
o
FOR ACTUAL WOOD POST)
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1 4
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(BASE PLATE)
o o
POST BASE TO HAVE
BLACK POWDER COAT
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11
FINISH (OR EQUAL)
24II
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3 16
5/8" Dia. THREADED
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BOTTOM PLATE
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II 11
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POST POST BASE
DETAIL
CONTINUOUS
54x6 GLULAM
POST
CUSTOM COLUMN
BASE PER DETAIL
PEDESTAL PER PLAN
(20"x2O" MINIMUM)
WITH (1) #4 BAR
AT EACH CORNER WITH
6" HOOK AT FOOTING
4) 5/8" Dia.
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CANTI LEVER
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0
0
0
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BASE PER DETAIL
H /S2.3
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28" WIDEx15"
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IT 12"x1 -
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STEEL BRACKET DETAIL
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(5)SDS J"0x6"
SCREWS EACH
SIDE OF POST
—\
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PARALLAM
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NAILED AT TOP
TO FLUSH OUT
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L--- Q--
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PER DETAIL F/S2.3
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PER PLAN
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(6)SDS J" Ox2j"
SCREWS EACH
FULL DEPTH LSL
SIDE OF POST
BLOCK UNDER POST
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GRIDLINE
SIMPSON
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PER DETAIL F/S2.3
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ANGLE
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GLULAM
DROPPED
BEAM
0
0
w
0
z
J
0
PLAN VIEW
0
0
FOUNDATION/COLUMN DETAIL
1 4
N
CONCRETE
FOUNDATION
WALL
T/WASHER/NUT
HOLES FOR 3/4" END VIEW
7J„
D. BOLTS
»
212 HSS 8x8x3/16 TUBE
STEEL (FIELD VERIFY
INSIDE DIMENSIONS ALLOW
_ o
FOR ACTUAL WOOD POST)
f'L 7/8"x10"x10"
(BASE PLATE)
-o o
POST BASE TO HAVE
BLACK POWDER COAT
11 II
2.5" FINISH (OR EQUAL)
1
II II
II II
T�
II II 3/4" Dia. THREADED
ROD WELDED TO
BOTTOM of BASE
II II PLATE
II II
POST POST BASE DETAIL
n1"=1'-0"
STEEL BRACKE
(4) 3/4" Dia
BOLTS
2.5"
8x8 COLUMN
PER PLAN
PLANE POST AS
NEEDED FOR TIGHT
FIT
T,5E
ENGINEERING
12810 N.E. 178 t" ST. • Suite 218
Woodinville, WA 98072-8702
(425) 481-6601
`KA.RY WASA �
z
40891 NJ
GISTER�9G��
NAL
11 /22/23
project title:
Koh Residence
motionspace architecture
and design
TSE #9606
sheet title:
STRUCTURAL
D ETAI LS
revisions:
REVIEW
0 COMMENTS 1 1 /20/23
CLIENT
CHANGES 1 1 /20/23
designer: El
KhSUPRdrawn.
checked: 5/23/2W
CITY OF EDMONDS
date: SE 0 VV/S TV%AT
scale: AS NOTED
file: 9606
sheet #:
S7,3