APPROVED BLD RESUB1 BLD2023-0001+Architectural_Plan+2.16.2023_10.18.19_AM+3373123ABBREVIATIONS
AFF
Above Finished Floor
APPROX
Approximately
CAB
cabinet
CFM
cubic feet per minute
CL
closet
CLNG
ceiling
CLR
clear space
CTR
center
DN
down
DWG
drawing
E
East
ELEC
Electrical
EQ
equal
EX
existing
FF
finished floor
FLR
floor
GWB
gypsum wall board
HDR
header
HW
water heater
MAX
maximum
MIN
minimum
MISC
miscellaneous
MO
carbon monoxide detector
N
North
PL
Property Line
S
South
sf
square
feet
SF
square
feet
sq
square
SD
smoke
detector
TO
Top Of
TYP
typical
UNO
unless
noted otherwise
VTO
vent to
outside
W
West
SYMBOLS
E — — — I DEMO per demo plans
�Z Window Tag: See Window Schedule on Elevations
D-103 Door Tag: See Door Schedule on Elevations
# Section
# Building Elevation
north
4 North directional arrow
Exhaust fan, 50 cfm min.
50
0
Whole House Fan, 95 cfm min.
WHF
Exhaust fan, 100 cfm min.
100
SD
Combo smoke detector &
nno
carbon monoxide alarm
PROJECT SUMMARY
Scope of work:
Interior only remodel. Replace (1) exterior door and (1) window per
plan. One new 4 bath with net new fixture locations. Replace all
existing plumbing fixtures with new. Relocate washer dryer to upper
floor level. Modify interior walls per plan. Relocate existing furnace
installed under permit #BLD-2021-010 to Garage. Remove ducts in
basement. New ductwork. See structural plan set for framing plans,
details, notes and calculations.
Property Information:
Parcel ID: 00506700001803
Property Address: 19902 MAPLEWOOD DR
City: EDMONDS
Zip Code: 98026
Taxpayer: ALLISON AMY/CROSSMAN RYAN
Owner: ALLISON AMY/CROSSMAN RYAN
Property Size (Gross Acres): 0.28
Tax Code Area: 00217
Use Code: 111 Single Family Residence - Detached
Neighborhood: 1605000
NW1/4 SEC19 T27N R4E
Buildina Area (no chanae to existina):
Existing Garage (unconditioned): 353 sf
Existing First Floor: 1112 sf
Existing 2nd Floor: 1052 sf
Existing Basement (unconditioned): 832 sf
Existing Attic (unconditioned): 310 sf
Other Info:
Existing masonry fireplace, no change
PROJECT DIRECTORY
Designer
Rachel Ravitch Studio Inc.
Address: 1906 East Fir Street, Seattle,
Contact: Rachel Ravitch
Email: rachel@rachelravitchstudio.com
Phone: 206-300-8799
Owners
Amy Allison & Ryan Crossman
Ryan: crossmanrj@hotmail.com
Amy: amychoyce@yahoo.com
Phone: 206-335-0437 (Ryan)
Structural Engineer
Swenson Say Faget
Brett Mozden PE
bmozden@ssfengineers.com
D 206.956.3763
M 206.351.8745
WA 98122
ALL WORK SUBJECT
General Contractor TO FIELD
INSPECTION FOR
By owner CODE COMPLIANCE
Ryan Grossman
Email: crossmanrj@hotmail.com
Phone: 206-335-0437
------------------
SEPARATE PLUMBING PERMIT
I I
REQUIRED FOR THIS PROJECT.
GENERAL NOTES
APPROVED
PLANS MUST BE
ON JOB SITE
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
SHEET INDEX
ARCHITECTURAL
A0.1 Index & Project Info
A0.2 Code Notes
A0.3 Site Plan
A1.1 Existing First Floor Plan
A1.2 Existing 2nd Floor Plan
A1.3 Existing Basement Plan
A1.4 Existing Roof Plan
A2.1 Demo First Floor Plan
A2.2 New Main Floor Plan
A2.3 Demo 2nd Floor Plan
A2.4 New 2nd Floor Plan
A2.5 Demo Basement Floor Plan
A2.6 New Basement Floor Plan
A2.7 Main Floor Reflected Ceiling Plan
A4.1 Building Sections
STRUCTURAL
Included after Architectural
City Of Edmonds
Building Department
Work REMODEL
-----------------------
Address
19902 MAPLEWOOD DR
---------------------------------------------
------------------------------------------------
Owner ALLISON/CROSSMAN
------------- --
Approved Date 02/24/2023
Building Official "Daw ,,t v4An-cc
Permit Number BLD2023-0001
r-�EV1
REV2
REV3
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REVISIONS
Buildina DeDartment
1. Contractor shall verify all dimensions and conditions shown on drawings at the job site an shall notify the
Designer of any omissions, discrepancies and/or conflicts before proceeding with the work.
2. Do not scale drawings, dimensions govern. Large scale dimensions govern over small scale dimensions.
Notify Designer of discrepancies in dimensions prior to proceeding with work.
3. Construction dimensions shown are to face of concrete (FOC) at foundation and concrete base conditions,
and to face of finish (FOF) at exterior stud walls and interior partitions. See Typical Wall Assembles on A4.2.
4. Floor level elevations are shown to the top of finish floor at the exterior elevations and building sections.
5. Plumbing, mechanical and electrical work shall be under separate permits according to prevailing codes.
Contractor shall obtain such permits.
6. Required special inspections shall be coordinated by the Contractor.
7. Contractor shall prepare and submit shop drawings to Designer and, after Designers' review, to governing
authority.
8. Provide mounting blocks at exterior walls behind all light fixtures, hose bibs, structural steel connectors,
guardrails and any other exterior mounted accessories. Verify type of mounting block with Designer prior to
installation.
9. Use pressure treated lumber typically at all exterior applications and where in contact with concrete
surfaces.
10. General Contractor shall coordinate pre -construction site meeting w/ Owner, Designer, Structural Engineer
and City of Seattle Inspector.
11. Contractor shall verify existing grade conditions and height limits with Designer and owner on site prior to
beginning work and shall notify Designer of any discrepancies.
12. Contractor shall review scope of work with Designer prior to beginning work.
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Contact: Rachel Ravitch
206.300.8799
rachel@rachelravitchstudio.com
PERMIT
Submittal Date: 12/30/2022
REV 1: 02/16/2023
RESUB
Feb 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Index &
Project Info
APPLICABLE CODES
BUILDING CODE NOTES
BUILDING CODE NOTES
BUILDING CODE NOTES
ENERGY CODE NOTES
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2018 Edition of the International Residential
9. ROOF VENTILATION: Per Section R806.1,
16. STAIRWAY ILLUMINATION R303.7 Interior
TABLE R402.1.1
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Contact: Rachel Ravitch
Code for One -and Two -Family Dwellings as
IRC Section R311.7.8, HANDRAILS AND
Enclosed attics and enclosed rafters aces
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stairway illumination. Interior stairways shall be
INSULATION AND FENESTRATION
published b the International Code Council
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GUARDRAILS: handrails shall not be less
formed where ceilin s are a lied direct) to
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provided with an artificial light source to illuminate the
REQUIREMENTS BY COMPONENTa
206.300.8799
rachel@rachelravitchstudio.com
(ICC), hereafter the IRC, as adopted in
than 1-1/4" diameter or more than 2"
the underside of roof rafters shall have cross
landings and treads. Stairway illumination shall
g Y
CLIMATE ZONE 5 AND MARINE 4
accordance with Washington Administrative
diameter handgrip and shall be mounted at
ventilation for each separate space by
receive primary power from the building wiring. The
Fenestration U-Factor 0.30
Code (WAC) Chapter 51-51. Excluding IRC,
2'-10" above stair nosings.Per Section
ventilatingopenings protected against the
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light source shall be capable of illuminating treads
Skylight U-Factor 0.50
Chapter 11, Energy Efficiency regulations
R311.7.8.1 Height -Handrail height,
entrance of rain or snow. Per Section R806.2,
and landings to levels not less than 1 foot-candle 11
g (
Ceiling R-Value 49
pursuant to WAC 51-11 R, Plumbing and
measured vertically from the sloped plane
the total net free ventilation area shall not be
lux) measured at the center of treads and landings.
Wood Frame Wall R-Value 21 int
Electrical Provisions regulated pursuant to
adjoining the tread nosing, or finish surface of
less than 1/150 of the area of the space
There shall be a wall switch at each floor level to
Floor R-Value 30
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WAC 51-56 and WAC 296-46B.
ram slope, shall be not less than 34 inches
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ventilated. Per Section R806.3, Where eave
control the light source where the stairway has six or
Below -Grade Wall R-value 10/15/21 int + 5tb
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(864 mm) and not more than 38 inches (965
or cornice vents are installed, insulation shall
more risers.
Slab R-Value & Depth 10, 2 ft
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400 CO
2018 Edition of the International Fire Code as
mm).
not block the free flow of air. A minimum of a
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published by the International Code Council
1-inch space shall be provided between the
17. BUILDING ENTRANCES: All entrances to the
a. R-values are minimums. U-factors and
'
(ICC), hereafter the IFC, as adopted in
R311.7.6 Landings for Stairways
insulation and the roof sheathing and at the
building from the exterior shall be equipped with
SHGC are maximums.
0 Q
accordance with Washington Administrative
There shall be a floor or landing at the top
location of the vent.
locking devices meeting the requirements of IRC
b. "10/15/21 +5TB" means R-10 continuous
Code (WAC) Chapter 51-54. Adopting
and bottom of each stairway. The width
R333.
insulation on the exterior of the wall, or R-15
Chapters, C (Fire Hydrant Locations and
perpendicular to the direction of travel shall
12. CARBON MONOXIDE ALARMS: Per IRC
continuous insulation on the interior of the wall, or
Distribution), E (Hazard Categories), F
be not less than the width of the flight served.
R315 provide carbon monoxide alarms on all
R-21 cavity insulation plus a thermal break
1■1� Wn
Hazard Rankin G(Cryogenic Fluids H
( g), ),
For landings of shapes other than square or
levels with sleeping rooms.
VENTILATION NOTES
between the slab and the basement wall at the
(Hazardous Materials Management Plan), I
rectangular, the depth at the walk line and the
interior of the basement wall. "10/15/21 +5TB"
(Fire Protection Systems —Non -Compliant
total area shall be not less than that of a
13. SAFETY GLASS: Provide safetyglazing
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shall be permitted to be met with R-13 cavity
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2018 Mechanical Code
Conditions), and L (Requirements for
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quarter circle with a radius equal to the
in windows per IRC R308.4.2, doors per IRC
insulation on the interior of the basement wall plus
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Firefighter Air Replenishment Systems).
required landing width. Where the stairway
has a straight run, the depth in the direction
R308.4.6, mirrors per IRC R308.3 & IRC
MECHANICAL VENTILATION
R-5 continuous insulation on the interior or
the "5TB" means R-5 thermal
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R308.4, handrails & guards per IRC R2407
WHOLE HOUSE VENTILATION
exterior of wall.
2018 Edition of the International Mechanical
of travel shall be not less than 36 inches 914
(
and skylights per IRC R308.6.2.
Provide whole house ventilation per Section M1505 of the IRC -
break between floor slab and basement wall.
(%�
Code as published by the International Code
mm).
Whole House Exhaust and Transfer Fans. Whole House
wall. R-10 continuous insulation is required
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Council (ICC), hereafter the IMC, as adopted
14. EXHAUST FAN TERMINATION:Per IRC
Ventilation shall operate at 90 CFM minimum (3,000 - 4,500 sf
under heated slab on grade floors. See Section
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in accordance with Washington Administrative
R311.7.7 Stairway Walking Surface
M1506.2 local and whole house fan
dwelling unit with 4-5 bedrooms). Whole House Ventilation is to
R402.2.9.1.
.,
Code (WAC) Chapter 51-52, including the
The walking surface of treads and landings of
termination vents are to be 3'-0" from
be designed in accordance with sections M1505.4.1 and
walm. For single rafter- or joist -vaulted ceilings,
2018 International Fuel Gas Code, 2018
stairways shall be sloped not steeper than
_
operable and non operable openings into the
M1505.4.4
the insulation may be reduced to R-38 if the full
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National Fuel Gas Code -National Fire
one unit vertical in 48 inches horizontal
building and 10 -0 from mechanical air
insulation depth
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Protection Association NFPA 54, and the
( )
(2-percent slope).
( pintakes
except where the opening is located
EXHAUST MINIMUMS BY LOCATION
extends over the top plate of the exterior wall.
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2017 Liquified Petroleum Gas Code-NFPA 58.
R311.7.8 Handrails
3'-0" above the air intake. Openings shall
LAUNDRY 50 cfm
KITCHEN 100 cfm
waln. R-7.5 continuous insulation installed over
(a 0
Handrails shall be provided on not less than
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comply with Sections R303.5.2 & R303.6.
BATH 50 cfm
an existing slab is deemed to be equivalent to the
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2018 Edition of the Uniform Plumbing Code
one side of each flight of stairs with four or
Dryer vent exhaust shall comply with IRC
TOILET ENCLOSURES 50 cfm
q uired
as published b the International Association
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more risers.
o e se s
sections M1502.3 and M1502.4.1 through
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SHOWER ENCLOSURES 50 cfm
perimeter slab insulation when applied to existing
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of Plumbing and Mechanical Officials
Stairways shall not be less that 36" in clear
M1502.4.6.
slabs complying with Section R503.1.1. If foam
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(IAPMO), hereafter the UPC, as adopted in
width. Handrails shall not project more than 4
NATURAL VENTILATION
plastic is
06
accordance with Washington Administrative
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1/2 on either side of the stairway. Max riser
R310.3 Emergency escape and rescue
Ventilation Area Required
q
The to the be 4
used, it shall meet the requirements for thermal
barriers foam
3:
a
Code (WAC) Chapter 51-56. Excluding
height shall be 7 3/4". Min tread depth shall
doors. Where a door is provided as the
minimum openable area outdoors shall percent
protecting plastics.
a)
Chapter 1, Section 107 (Board of Appeals).
be 10" per
required emergency escape and rescue
of the floor area being ventilated.
walo. For log structures developed in compliance
Standard ICC 400 to the
0
1997 Edition the Uniform Code for the
opening, it must meet the requirements of
q
Existing Heating System: Gas Forced Air
with g walls shall meet
requirements for
of
Abatement Dangerous Buildings
R303.7 Interior stairway illumination. Interior
R310.3. Provide a landing at all exterior
No Change. Relocate existing unit into Garage from Basement
climate zone 5 of ICC 400.
of g g as
stairways shall be provided with an artificial
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doors per R311.3.
floor level. Re-route ductwork as required.
wal Int. intermediate framing)denotes framing
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published by the International Conference of
light source to illuminate the landings and
BuildingOfficials.
treads. Stairway illumination shall receive
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DRAFT STOPS: Provide draftstops according
NOTE: New heating, cooling and duct shall comply with Section
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and insulation as described in Section Al03.2.2
including
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primary power from the building wiring. The
to IRC Section R302.12.
WAC 51-51-1400 Chapter 14 of the 2018 International
standard framing 16 inches on center, 78 percent
0
2018 Edition of the International Energy
light source shall be capable of illuminating
g p g
Residential Code - Washington State Edition.
Conservation Code as published by the
treads and landings to levels not less than 1
of the wall cavity insulated and headers insulated
International Code Council (ICC), herein after
footcandle (11 lux) measured at the center of
with a
the Washington State Energy Code WSEC
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treads and landings. There shall be a wall
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ABATEMENT NOTES
minimum of R-10 insulation.
�
as adopted by the Washington Administrative
switch at each floor level to control the light
1. All opened existing ceilings will require
Code (WAC) 51-11 R (Residential).
source where the stairway has six or more
upgraded insulation to meet current code
risers.
1997 Edition of the Uniform Code for the Abatement of Dangerous
requirements.
Jurisdiction: City of Edmonds
Buildings
Zoning:
SMOKE DETECTORS: Per R314.3, Smoke
Asbestos &Lead
2.. See Typical Wall Sections on A.1 for insulation
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PERMIT
2018 Washington State Existing Building code
alarms shall be installed in the following
locations:
This structure was built before 1977. Prior to demolition, an
details.
Alteration Level III
- In each sleeping room.
environmental test should be performed to ensure no asbestos or
Submittal Date: 12/30/2022
lead is present in materials such as insulation, interior finishes,
3. Per SEC R401.3 Insulation Certificate: The
- Outside each separate sleeping area in the
pipes and roofing finish material.
Design Professional or Builder shall complete and
REV 1: 02/16/2023
immediate vicinity of the bedrooms.
post an "Insulation Certificate for Residential
- When more than one smoke alarm is
Asbestos Abatement
Construction" within 3'-0" of the electrical panel
RESU B
required to be installed within an individual
If asbestos is found, abatement must be performed by a licensed
prior to final inspection.
Feb 16 2023
dwelling unit the alarm devices shall be
asbestos abatement contractor in compliance with all applicable
��i�hTYOFEOMdONos
Entire sheet has G OFEDM NDS
interconnected in such a manner that the
State and Federal regulations.
4. Per SREC Table 402.1.1 Window and Door
actuation of one alarm will activate all of the
alarms in the individual unit.
Lead
Consult a certified lead professional before beginning renovation,
headers shall be insulated with a minimum of
R-10 insulation
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repair or painting projects. Renovation, repair or painting activities
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can create toxic lead dust when painted surfaces are disturbed or
5. Per SEC R403.1.1 Provide a programmable
demolished. All removal must be performed in compliance with all
thermostat for the primary space conditioning
applicable State and Federal regulations.
system with the dwelling unit.
Code Notes <
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__ __ __ __ __ __ __ __ __ __ __ __ __ _ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __ __
1 1
1 1 �
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1 12' 1
1 a
62 i
31 3" 17'5"
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1 \ 1
iNote: All site dimensions & utility Upper gable roof i
locations are approximate using
I public map tools \ I
1 1
I I I
1 \ 1
> 1 19902 Maplewood Drive, No change to existing � 1
I p 33'-5" plantings & trees: protect I
.i Edmonds, WA 98026 during construction
I Q Parcel #00506700001803
O 1 Existing side sewer line, 1
0 1 no change Existing single family 1
Permit # 3349 07/25/1969 residence. No change Existing patio,—
I 52' 9" to exterior envelope. no change 5z \ I
Interior only remodel.
I n12W Existing 6" side sewer
e, no change I
No change to existing 1
I 1 plantings & trees: protect \ 1
Iduring construction I
C I
- I 1 Install 9" straw wattle at entrance to \ 1
E 1 driveway to prevent debris from 1
O I demolition from reaching storm sewer I
() Construction entrance
Existing asphalt
co j — _ — driveway, no change through Garage 20`5" i
\ I
1 \� Lower gable roof 1
' I Install tree protection fencing to
protect tree during construction: trucks \ 36'-8"
I
entering & exiting site & construction \ \ Tree I
staging prohibited in this area. \\
9._3.
I a NOTE: this is an interior only remodel \\
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�-- --rt Noh Property- Line 168--'-0"
8" combined sewer
Maplewood Drive
Site Plan
Scale: 1 /8" = 1'-0"
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north
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PERMIT
Submittal Date: 12/30/2022
REV 1: 02/16/2023
RESUB
Feb 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
New sheet added to DgEVEITset
A003
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Site Plan
31'-10"
19'-9" � Existing 6" step up
Existing Main Floor Plan
Scale: 1 /4" = 1'-0"
north
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Submittal Date: 12/30/2022
REV 1: 02/16/2023
RESUB
Feb 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
1
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EX Main
Floor
Z
Existing Upper Floor Plan
Scale: 1 /4" = 1'-0"
Fxictinn Rnnf
5'-7"
Sill:
3'-4"
9
Sill:
north
27'-2"
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Submittal Date: 12/30/2022
REV 1: 02/16/2023
RESUB
Feb 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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EX Upper Floor
31'-10"
Existing Basement Plan
Scale: 1 /4" = 1'-0"
3'
3'
6'-6"
north
13'-5"
27'-2"
13'-9"
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Submittal Date: 12/30/2022
REV 1: 02/16/2023
RESUB
Feb 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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EX Basement
36'-8"
20'-5"
Existing Roof Plan
Scale: 1 /4" = 1'-0"
52'-9"
north
1"
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Submittal Date: 12/30/2022
REV 1: 02/16/2023
RESUB
Feb 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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Existing
Roof
Plan
KEY
Existing full height concrete wall
® NEW Wall, See Wall types for assembly
Fire Rated Wall, See Wall types for assembly
C — — — :1 DEMO per demo plans
�z Window Tag: See Window Schedule on Elevations
D-903 Door Tag: See Door Schedule on Elevations
# Section
# Building Elevation
® Wall type, see floor plan
Main Floor Demo Plan
Scale: 1 /4" = V-0"
Demo Plan Notes:
1. Prior to demolition, perform lead and asbestos testing by a qualified professional
2. See Structural sheets for framing plans & details
3. Perform abatement of hazardous materials as required by Washington State Law
4. See A0.2 for Abatement code notes
5. All dimensions are approximate, contractor to verify in field
6. See A2.2 for NEW First Floor Plan
7. Remove all interior doors for salvage, typical, UNO
8. Remove all interior plumbing fixtures for salvage, typical, UNO
9. Salvage all casework, plumbing fixtures, doors, windows & appliances as possible
10. Existing sheathing to remain as possible
11. Salvage framing lumber as possible
12. Salvaae removed doors and windows as 1ossible
Provide a Puget Sound Clean Air Act form has been completed and returned back to the
City of Edmonds for review and approval. This is for the asbestos and lead that may be
contained in the building elements that may be removed and or disturbed.
north
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Submittal Date: 12/30/2022
REV 1: 02/16/2023
RESUB
Feb 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A201
Main Floor
DEMO
1. Typical 2x4 Interior Wall
GWB
ase trim per
)ecifications
2. Typical 2x6 Exterior Wall
Existing framing, sheathing &
siding no change
R-21 batt insulation in
opened walls only
8" GWB
3. Fire Rated 2x6 Wall Assembly
at Garage interior walls
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(2) layers type 8 inch GWB
Existing 2x6 wall framing
8" GWB
R-21 Batt insulation
Wall Types
Scale: 1 1 /211 = 1'-011
3
Handrail 1 114" min. to 2" max. \
Intermediate rails
spaced so that a 4'
sphere shall not
pass through
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Rise•nrnaail opening
spaced so that a 6" sphere
36" min.
landing
` shall not pass through
Stair Detail
Scale: NTS
Install'," gypsum
board on walls and
ceilings of all useable
space under stairs.
4. Typical 2x6 insulated Interior separation
wall between heated & unheated space
8" GWB
R-21 Batt insulation
Base trim per
specifications
5. Concrete wall with air gap & 2x4 wall for insulation
Existing below grade
concrete wall
Vapor barrier
1" air gap
R-21 rigid insulation
8" moisture resistant G
Pressure treated
wall plates
HVAC Supply
air vents
KEY
Existing full height concrete wall
® NEW Wall, See Wall types for assembl
177777-771 Fire Rated Wall, See Wall types for assembly
E - - - I DEMO per demo plans
Window Tag: See Window Schedule on Elevations
D-103 Door Tag: See Door Schedule on Elevations
# Section
# Building Elevation
® Wall type, see floor plan
19,
Exhaust fan, 50 cfm min.
50
GWhole
House Fan, 95 cfm min.
WHF
Exhaust fan, 100 cfm min.
100
SD
Combo smoke detector &
MCI
carbon monoxide alarm
2'-5"
Exterior
unheated interior
18'-7"
New utility sink at location of
Garage removed washing machine
Existing un-insulated
concrete slab
Fire rated ceiling:
see fire separation
detail 5/A4.1
Existing furnace in
new location
Fire rated wall: see
Wall Types
SD
MCI
New stairs: hardwood —
treads & risers; see
Stair Detail
Fire separation �a
detail _
Fire rated wall:
see Wall Types
SD
Mo
Utility
Sink
Water
Heater
New U-30 fire rated
door assembly in
existing location
D-02
unheated
heated
2'-8"
Living
13'-11" Room
Floor Plan Notes:
1. See code notes on A0.2 for code compliance requirements
2. See Structural for Framing Plans & Details
3. All dimensions to wall finish, typical
4. All dimensions are approximate, contractor to verify in field
5. All window & door dimensions are approximate - Contractor to
field verify prior to purchasing
6. All walls and finishes existing, UNO
7. All new interior walls type "1" UNO
8. All new exterior walls type "2" UNO
9. Replace all interior doors with new, typical
10. Replace (1) exterior door per plan
11. Replace (1) window per plan
12. See Specifications schedules for fixtures & finishes
13. Energy Code:
13.1. See A0.2 for Energy Code notes
13.2. All new exterior windows and doors to meet current Energy
code per energy code notes on A0.2
13.3. New insulation in attic and basement ceiling per A4.1
13.4. New insulation in any opened exterior walls
13.5. Heat Type: Gas forced air, no change
14. Safety Glazing:
14.1. All glazing in windows with sills within 18" AFF to be safety
glazing
14.2. All glazing area over 9 sf to be safety glazing
14.3. All glazing adjacent to showers or bath tubs to be safety
glazing
15. Ventilation
15.1. Whole House Ventilation: Per 2018 IRC Table 1505.4.3(1)
This project requires at least one continuous 90cfm whole
house fan minimum (3,000 - 4,500 sf dwelling unit with 4-5
bedrooms)
15.1.1. Whole House Ventilation is to be designed in
accordance with sections M1505.4.1 and M1505.4.4
15.2. Local Exhaust for 1-2 family dwellings
15.2.1. Kitchens 100 cfm
15.2.2. Bathrooms & Toilet rooms 50 cfm
3'-4"
Up
3T@11"
4R@7"
Entry
2'-8"
3'-5"
3'-2"
Change in ceiling Front Porch
plane: See Stair
Detail
New U-30 exterior door & side
lite assembly within existing
opening: safety glazing
6' required per Plan Notes
Exterior
3'
Interior
I D-01
5'-3"
4'
2"T'
Pantry
Dn.
12T@11" 3'4"
13R 75"
_U 5'-8"
3'
Sink
1'-6"
6'-2"
1 /2 2'-4"
Bath
V-3
@ Full height pantry 36" Ref.
6'-7" 12'-10"
New posts per structural 3'-6"
EX Gas fireplace, hearth
& surround. Skim coat
with limestone stucco or
similar per specifications. 9Interior
„
2 -8
18'-3"
4'
Island +36" AFF.
Kitchen 3'-6"
100
6 Range 2'-10" DW Sink
Cabinet +36" AFF.
V4'-10"
4'-10" 3'-11"
1'-5"
A Existing sill: 24" AFF
Raise window sill to 3'-6" AFF min.
New window in existing location. Infill
wall to match adjacent window width.
Main Floor Construction Plan
Scale: 1 /4" = 1'-011
5'
3'-7"
6' 13'
Existing bench &
bump out; no
change.
SD
Mo
7'-2"
Ceiling
Sitting
Room
T-9"
New beam per structural
Dining
Room
New beam per structural
3'-6"
Glassware
Cabinet
10'-11"
OEM
1 V-4"
14'-3"
HVAC Return
air vents
north a
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PERMIT
Submittal Date: 12/30/2022
REV 1: 02/16/2023
RESUB
Feb 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
[A202
Main Floor -
N F7rW
KEY Demo Plan Notes:
Existing full height concrete wall 1. Prior to demolition, perform lead and asbestos testing by a qualified professional
® NEW Wall, See Wall types for assembly 2. See Structural sheets for framing plans & details
3. Perform abatement of hazardous materials as required by Washington State Law
Fire Rated Wall, See Wall types for assembly 4. See A0.2 for Abatement code notes
5. All dimensions are approximate, contractor to verify in field
C — — — DEMO per demo plans 6. See A2.2 for NEW First Floor Plan
�z Window Tag: See Window Schedule on Elevations 7. Remove all interior doors for salvage, typical, LINO
8. Remove all interior plumbing fixtures for salvage, typical, UNO
D-103 Door Tag: See Door Schedule on Elevations 9. Salvage all casework, plumbing fixtures, doors, windows & appliances as possible
10. Existing sheathing to remain as possible
# Section
A#.# 11. Salvage framing lumber as possible
12. Salvage removed doors and windows as possible
# Building Elevation (Provide a Puget Sound Clean Air Act form has been completed and returned back to the
City of Edmonds for review and approval. This is for the asbestos and lead that may be
® Wall type, see floor plan contained in the building elements that may be removed and or disturbed.
Existina Roof
Upper Floor Demo Plan
Scale: 1 /4" = 1'-0"
north
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206.300.8799
rachel@rachelravitchstudio.com
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PERMIT
Submittal Date: 12/30/2022
REV 1: 02/16/2023
RESUB
Feb 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A203
Upper Floor
DEMO
Handrail 1 714" min. to 2" max.
\
Intermediate rails
spaced so that a 4"
sphere shall not
pass through
00
a t
sistain 2 0 sf
E
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v`
dbcluslers
o
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siv
tair 5
7
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-70
ZD
a t
10min.
m
..
to
o`
to = c
Rise -run -rail opening
spaced so that a 6" sphere
36" min. landing `
shall not pass through
Install '.,' gypsum
-
board on walls and
ceilings of all useable
space under stairs.
3
1. Typical 2x4 Interior Wall
GWB
ase trim per
)ecifications
2. Typical 2x6 Exterior Wall
Stair Detail
Scale: NTS
Existing framing, sheathing &
siding no change
R-21 batt insulation in
opened walls only
5" GWB
3. Fire Rated 2x6 Wall Assembly
at Garage interior walls
2
(2) layers type "x" s inch GWB
Existing 2x6 wall framing
5" GWB
R-21 Batt insulation
Wall Types
Scale: 1 1 /219 = 1'-011
4. Typical 2x6 insulated Interior separation
wall between heated & unheated space
GWB
-21 Batt insulation
ase trim per
)ecifications
5. Concrete wall with air gap & 2x4 wall for insulation
Existing below grade
concrete wall
Vapor barrier
1" air gap
R-21 rigid insulation
-g moisture resistant C
Pressure treated
wall plates
1C
KEY
Existing full height concrete wall
® NEW Wall, See Wall types for assembly
Fire Rated Wall, See Wall types for assembly
C — — — I DEMO per demo plans
�Z Window Tag: See Window Schedule on Elevations
D-103 Door Tag: See Door Schedule on Elevations
# Section
# Building Elevation
�(#) Wall type, see floor plan
Exhaust fan, 50 cfm min.
50
SWhole
House Fan, 95 cfm min.
WHF
G)
Exhaust fan, 100 cfm min.
100
SD
Combo smoke detector &
Mo
carbon monoxide alarm
below
Floor Plan Notes:
1. See code notes on A0.2 for code compliance requirements
2. See Structural for Framing Plans & Details
3. All dimensions to wall finish, typical
4. All dimensions are approximate, contractor to verify in field
5. All window & door dimensions are approximate - Contractor to
field verify prior to purchasing
6. All walls and finishes existing, UNO
7. All new interior walls type "1" UNO
8. All new exterior walls type "2" UNO
9. Replace all interior doors with new, typical
10. Replace (1) exterior door per plan
11. Replace (1) window per plan
12. See Specifications schedules for fixtures & finishes
13. Energy Code:
13.1. See A0.2 for Energy Code notes
13.2. All new exterior windows and doors to meet current Energy
code per energy code notes on A0.2
13.3. New insulation in attic and basement ceiling per A4.1
13.4. New insulation in any opened exterior walls
13.5. Heat Type: Gas forced air, no change
14. Safety Glazing:
14.1. All glazing in windows with sills within 18" AFF to be safety
glazing
14.2. All glazing area over 9 sf to be safety glazing
14.3. All glazing adjacent to showers or bath tubs to be safety
glazing
15. Ventilation
15.1. Whole House Ventilation: Per 2018 IRC Table 1505.4.3(1)
This project requires at least one continuous 90cfm whole
house fan minimum (3,000 - 4,500 sf dwelling unit with 4-5
bedrooms)
15.1.1. Whole House Ventilation is to be designed in
accordance with sections M 1505.4.1 and M 1505.4.4
15.2. Local Exhaust for 1-2 family dwellings
15.2.1. Kitchens 100 cfm
15.2.2. Bathrooms & Toilet rooms 50 cfm
New Upper Floor Plan
Scale: 1 /4" = 1'-011
FxiGtinn Rnof
north
im
27'-2"
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rachel@rachelravitchstudio.com
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Submittal Date: 12/30/2022
REV 1: 02/16/2023
RESUB
Feb 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A204
Upper Floor
NEW
KEY
Demo Plan Notes:
Existing full height concrete wall 1. Prior to demolition, perform lead and asbestos testing by a qualified professional
® NEW Wall, See Wall types for assembly 2. See Structural sheets for framing plans & details
3. Perform abatement of hazardous materials as required by Washington State Law
Fire Rated Wall, See Wall types for assembly 4. See A0.2 for Abatement code notes
5. All dimensions are approximate, contractor to verify in field
C — — — DEMO per demo plans 6. See A2.2 for NEW First Floor Plan
�z Window Tag: See Window Schedule on Elevations 7. Remove all interior doors for salvage, typical, UNO
8. Remove all interior plumbing fixtures for salvage, typical, UNO
D-103 Door Tag: See Door Schedule on Elevations 9. Salvage all casework, plumbing fixtures, doors, windows & appliances as possible
# 10. Existing sheathing to remain as possible
A#.# Section 11. Salvage framing lumber as possible
12. Salvage removed doors and windows as possible
# Building Elevation Provide a Puget Sound Clean Air Act form has been completed and returned back to the
City of Edmonds for review and approval. This is for the asbestos and lead that may be
® Wall type, see floor plan contained in the building elements that may be removed and or disturbed.
Basement Demo Plan
north
Scale: 1 /4" = V-0"
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206.300.8799
rachel@rachelravitchstudio.com
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PERMIT
Submittal Date: 12/30/2022
REV 1: 02/16/2023
RESUB
Feb 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A205
Basement
DEMO
Handrail 1 1/4" min. to 2" max.
Intermediate rails
spaced so that a 4"
sphere shall not
passthrough
8 t
sistain 200 f
G Li r
mIn
lu 0 e to
E
a
s t 5 os
8
>X
C$
_C
8
E a E
°Q
■ t e�
�
ip
Z
10' mi�'
me lob
00
1110
Rise-runaall opening
spaced so that a r sphere
36" min. landing
shall not pass through
Install'/." gypsum
board on walls and
ceilings of all useable
space under stain.
3
1. Typical 2x4 Interior Wall
�-V
ase trim per
Decifications
2. Typical 2x6 Exterior Wall
Existing framing, sheathing &
siding no change
R-21 batt insulation in
opened walls only
8" GWB
3. Fire Rated 2x6 Wall Assembly
at Garage interior walls
2
(2) layers type "x" s inch GWB
Existing 2x6 wall framing
8" GWB
R-21 Batt insulation
Wall Types
Scale: 1 1 /211 = 1'-0"
Stair Detail
Scale: NTS
4. Typical 2x6 insulated Interior separation
wall between heated & unheated space
8" GWB
R-21 Batt insulation
Base trim per
specifications
5. Concrete wall with air gap & 2x4 wall for insulation
Existing below grade
concrete wall
Vapor barrier
1" air gap
R-21 rigid insulation
-g moisture resistant G
Pressure treated
wall plates
KEY
Existing full height concrete wall
® NEW Wall, See Wall types for assembly
Fire Rated Wall, See Wall types for assembly
C — — — I DEMO per demo plans
�z Window Tag: See Window Schedule on Elevations
D-103 Door Tag: See Door Schedule on Elevations
# Section
# Building Elevation
Exhaust fan, 50 cfm min.
50
G)
Whole House Fan, 95 cfm min.
WHF
G)
Exhaust fan, 100 cfm min.
100
Combo smoke detector &
QM0
carbon monoxide alarm
Basement Construction Plan
Scale: 1 /4" = V-011
Floor Plan Notes:
1. See code notes on A0.2 for code compliance requirements
2. See Structural for Framing Plans & Details
3. All dimensions to wall finish, typical
4. All dimensions are approximate, contractor to verify in field
5. All window & door dimensions are approximate - Contractor to
field verify prior to purchasing
6. All walls and finishes existing, UNO
7. All new interior walls type "1" UNO
8. All new exterior walls type "2" UNO
9. Replace all interior doors with new, typical
10. Replace (1) exterior door per plan
11. Replace (1) window per plan
12. See Specifications schedules for fixtures & finishes
13. Energy Code:
13.1. See A0.2 for Energy Code notes
13.2. All new exterior windows and doors to meet current Energy
code per energy code notes on A0.2
13.3. New insulation in attic and basement ceiling per A4.1
13.4. New insulation in any opened exterior walls
13.5. Heat Type: Gas forced air, no change
14. Safety Glazing:
14.1. All glazing in windows with sills within 18" AFF to be safety
glazing
14.2. All glazing area over 9 sf to be safety glazing
14.3. All glazing adjacent to showers or bath tubs to be safety
glazing
15. Ventilation
15.1. Whole House Ventilation: Per 2018 IRC Table 1505.4.3(1)
This project requires at least one continuous 90cfm whole
house fan minimum (3,000 - 4,500 sf dwelling unit with 4-5
bedrooms)
15.1.1. Whole House Ventilation is to be designed in
accordance with sections M1505.4.1 and M1505.4.4
15.2. Local Exhaust for 1-2 family dwellings
15.2.1. Kitchens 100 cfm
15.2.2. Bathrooms & Toilet rooms 50 cfm
north
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206.300.8799
rachel@rachelravitchstudio.com
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PERMIT
Submittal Date: 12/30/2022
REV 1: 02/16/2023
RESUB
Feb 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A206
Basement
Construction
Main Floor Reflected Ceiling Plan
Scale: 1 /4" = 1'-0"
north
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206.300.8799
rachel@rachelravitchstudio.com
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PERMIT
Submittal Date: 12/30/2022
REV 1: 02/16/2023
RESUB
Feb 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
A207
Main Floor
RCP
7
I[E
FA
1'
1. Typical 2x4 Interior Wall
3
8" GWB
Base trim per
specifications
R-49 Batt I
above 2nd'
away from I
Vapor barri
Plywood
Existing cei
5„
Existing sh(
repair as re
Bedroom 1
Hall
Bedroom 1
hod
h;d
2F Level
Carpet floors
Plywood (existing)
Existing floor fram
Existing Sheetrocl
as required
-8"
Add sheetrock
under stair
Existing Wood F
R-21 Batt insulatil
exterior walls ope
1F
1F
6" Grade
OEM
I
Under stair
O
D-03
access
O
O
i
R-21 Walls
Batt insulation in woo(
framed walls around
Hardwood
OF Trim
R-49 Ceiling Assembly J
Under stair \\
- Batt insulation
Sheetrock
— — —
— — —
U-30 door Assembly
New exterior door #0
Existing uninsulated c
in basement, no chan
E f I t d
Wall Types
Scale: 1 1 /2" = 1'-0"
2
East / West Section
Scale: 1 /4" = 1'-0"
2. Typical 2x6 Exterior Wall
sulation in attic
loor ceiling; hold
vall vents
)r
ing framing
etrock: patch &
tuired
ng
: patch & repair
ramed Exterior Walls
In in wood framed
ied during construction
Level
Hardwood Floors
Plywood (existing)
Existing floor framing
R-49 Batt insulation
New moisture resistant sheetrock
stair
3 (2'-6" x 6-8")
oncrete walls
ge
n r to lab
xls Ing unlnsu a e co c e s
floor in basement, no change
Existing framing, sheathing &
siding no change
R-21 batt insulation in
opened walls only
5" GWB
3. Fire Rated 2x6 Wall Assembly
at Garage interior walls
(2) layers type 'Y' a inch GWB
Existing 2x6 wall framing
8" GWB
R-21 Batt insulation
Handrail 1 111" min. to 2-max
Intormediate rails
spaced so that a 4"
sphere shall not
pass through
<'3 t
s s in 230 sf
E
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0
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a
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E
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7
N
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;� I(r min.♦,
�a
y�o
r;•
(n = C
f Rise -run -rail opening
/ spaced so that a 6" sphere
36" min. landing
shall not pass through
7
Install';- gypsum
t
board on walls and
ceilings of all useable
space under stairs.
S1
Stair Detail
1 F Level
Floor finish
Plywood
Existing Joists
R-49 Batt Insulation
Vapor barrier
New sheetrock
7
11"
7
0
Attic
-5"
2F
2F L
6'-8"
MIN
-7"
_Lane
1F
4
-
R-21 2x6 wood framed wall
- Moisture resistant
6-8
sheetrock on both
MIN
r'
sides of wall
- Vapor barrier
- R-21 Batt Insulation
3'
MIN
OF
Pressure treated wall plates at all
locations where wood is in
contact with uninsulated concrete
floor; hold sheetrock' above
floor level: hardwood base trim
R-49 Batt Insulation in attic above 2nd
floor ceiling; hold away from wall vents
Vapor barrier
Plywood (Existing per Structural)
Existing ceiling framing
Existing sheetrock: patch & repair as
required
3vel
Carpet floors
Plywood (existing)
Existing floor framing
Existing Sheetrock: patch & repair as
required
2 layers of Type "X" sheetrock: see
Fire Separation detail 5/A4.1
R-21 Batt Insulation
ing ---_
Sheetrock under stair
Garage Floor Level
Existing below grade
concrete wall
New 2x4 wood framed wall at location of
below grade concrete wall in heated space
- Vapor Barrier
- 1" air gap
- 2x4 wood framed wall
- R-21 Rigid insulation
- New moisture Resistant Sheetrock
Concrete floor slab under stairs
Vapor barrier
R-7.5 continuous rigid insulation
Plywood
North / South Section
Scale: 1 /4" = 1'-011
4. Typical 2x6 insulated Interior separation
wall between heated & unheated space
5
GWB
21 Batt insulation
ase trim per
)ecifications
2nd Floor
Main Floor
5. Concrete wall with air gap & 2x4 wall for insulation
Fire tape
all seams
Hold sheetrock
above concrete floor:
provide fire caulking
Garage
a a a
a
Existing below grade
concrete wall
Vapor barrier
1" air gap
R-21 rigid insulation
8" moisture resistant GWB
Pressure treated
wall plates
2nd Floor above Garage
---------------------
- Carpet
- Plywood
- R-49 Batt Insulation
- Existing ceiling framing
- (2) layers of Type X sheetrock
Fire Separation Detail @ Garage
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206.300.8799
rachel@rachelravitchstudio.com
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PERMIT
Submittal Date: 12/30/2022
REV 1: 02/16/2023
RESUB
Feb 16 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
Entire sheet has beeff MMbd
EA4:0
D1
Sections
Scale: NTS
Scale: 1 /2" = 1'-0"
General Structural Notes
CRITERIA WOOD
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE
DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (2018
EDITION).
2. DESIGN LOADING CRITERIA:
FLOOR LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . 40 PSF
ROOF LIVE LOAD . . . . . . . . . . . . . . . . . . . . . . . . . 25 PSF
SNOW . . . . . . Ce=1.0, IS=1. 0, Ct=1. 1, CS=1.0, P9=25 PSF, Pf=20 PSF
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL
DRAWINGS FOR BIDDING AND CONSTRUCTION. ARCHITECTURAL DRAWINGS ARE THE
PRIME CONTRACT DRAWINGS. ANY DISCREPANCIES FOUND AMONG THE DRAWINGS, THE
SPECIFICATION, THESE GENERAL NOTES AND THE SITE CONDITIONS SHALL BE
REPORTED TO THE ARCHITECT, WHO SHALL CORRECT SUCH DISCREPANCY IN WRITING.
ANY WORK DONE BY THE GENERAL CONTRACTOR AFTER DISCOVERY OF SUCH
DISCREPANCY SHALL BE DONE AT THE GENERAL CONTRACTOR'S RISK.
4. PRIMARY STRUCTURAL ELEMENTS NOT DIMENSIONED ON THE STRUCTURAL PLANS AND
DETAILS SHALL BE LOCATED BY THE ARCHITECTURAL PLANS AND DETAILS. VERTICAL
DIMENSION CONTROL IS DEFINED BY THE ARCHITECTURAL WALL SECTIONS, BUILDING
SECTION, AND PLANS. DETAILING AND SHOP DRAWING PRODUCTION FOR STRUCTURAL
ELEMENTS WILL REQUIRE DIMENSIONAL INFORMATION CONTAINED IN BOTH
ARCHITECTURAL AND STRUCTURAL DRAWINGS.
5. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE
METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE
CONTRACTORS WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY
AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING
CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS
OF ANY TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT,
SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO
THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
6. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND
STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN
ACCORDANCE WITH THE PLANS. CONFORM TO ASCE 37-14 "DESIGN LOADS ON
STRUCTURES DURING CONSTRUCTION".
7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE
ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR
CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS
REQUIREMENT.
8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE
CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO
DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO
REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. ALL
TYPICAL NOTES AND DETAILS SHOWN ON DRAWINGS SHALL APPLY, UNLESS NOTED
OTHERWISE. TYPICAL DETAILS MAY NOT NECESSARILY BE INDICATED ON THE PLANS
BUT SHALL STILL APPLY AS SHOWN OR DESCRIBED IN THE DETAILS. WHERE TYPICAL
DETAILS ARE NOTED ON THE PLANS, THE SPECIFIED TYPICAL DETAIL SHALL BE
USED. WHERE NO TYPICAL DETAIL IS NOTED, IT SHALL BE THE CONTRACTOR'S
RESPONSIBILITY TO CHOOSE THE APPROPRIATE TYPICAL DETAIL FROM THOSE
PROVIDED OR REQUEST ADDITIONAL INFORMATION. THE CONTRACTOR SHALL SUBMIT
ALL PROPOSED ALTERNATE TYPICAL DETAILS TO THOSE PROVIDED WITH RELATED
CALCULATIONS TO THE ENGINEER FOR APPROVAL PRIOR TO SHOP DRAWING PRODUCTION
AND FIELD USE.
RENOVATION
9. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE
COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING
CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES.
DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING
STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON
EXISTING FLOOR SYSTEMS TO 40 PSF.
10. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND
CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING
CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND
MUST BE VERIFIED. THE CONTRACTOR SHALL NOTIFY THE ARCHITECT AND STRUCTURAL
ENGINEER IF EXISTING CONDITIONS DETERMINED DURING WORK VARY FROM THE
EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS.
11. CONTRACTOR SHALL CHECK FOR DRY ROT AT ALL AREAS OF NEW WORK. ALL ROT
SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS
DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT.
THE FOLLOWING APPLY UNLESS SHOWN OTHERWISE ON THE DRAWINGS
12. FRAMING LUMBER SHALL BE S-DRY, KD, OR MC-19, AND GRADED AND MARKED IN
CONFORMANCE WITH WCLIB STANDARD No. 17, GRADING RULES FOR WEST COAST
LUMBER, 2018, OR WWPA STANDARD, WESTERN LUMBER GRADING RULES 2017.
FURNISH TO THE FOLLOWING MINIMUM STANDARDS:
JOISTS (2X & 3X MEMBERS) HEM -FIR NO. 2
AND BEAMS MINIMUM BASE VALUE, Fb = 850 PSI
(4X MEMBERS) DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fb = 1000 PSI
BEAMS (INCL. 6X AND LARGER) DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fb = 1350 PSI
POSTS (4X MEMBERS)
DOUGLAS FIR -LARCH NO. 2
MINIMUM BASE VALUE, Fc = 1350 PSI
(6X AND LARGER) DOUGLAS FIR -LARCH NO. 1
MINIMUM BASE VALUE, Fc = 1000 PSI
STUDS, PLATES & MISC. FRAMING: DOUGLAS FIR -LARCH NO. 2
OR HEM -FIR NO. 2
13. GLUED LAMINATED MEMBERS SHALL BE FABRICATED IN CONFORMANCE WITH ASTM AND
ANSI/AITC STANDARDS. EACH MEMBER SHALL BEAR AN AITC OR APA IDENTIFICATION
MARK AND SHALL BE ACCOMPANIED BY AN AITC OR APA CERTIFICATE OF
CONFORMANCE. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION
24F-V4, Fb = 2,400 PSI, Fv =265 PSI. ALL CANTILEVERED BEAMS SHALL BE
DOUGLAS FIR COMBINATION 24F-V8, Fb = 2400 PSI, Fv = 265 PSI.
14. MANUFACTURED LUMBER, PSL, LVL, AND LSL SHOWN ON PLAN ARE BASED PRODUCTS
MANUFACTURED BY THE WEYERHAEUSER CORPORATION IN ACCORDANCE WITH ICC-ES
REPORT ESR-1387. MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
PSL (2.OE WS) Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI
LVL (2.OE-2600FB WS) Fb = 2600 PSI, E = 2000 KSI, Fv = 285 PSI
LSL (1.55E) Fb = 2325 PSI, E = 1550 KSI, Fv = 310 PSI
ALTERNATE MANUFACTURED LUMBER MANUFACTURERS MAY BE USED SUBJECT TO REVIEW
AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. ALTERNATE
MANUFACTURER'S PRODUCTS SHALL BE COMPATIBLE WITH THE JOIST HANGERS AND
OTHER HARDWARE SPECIFIED ON PLANS, OR ALTERNATE HANGERS AND HARDWARE SHALL
SUBMITTED FOR REVIEW AND APPROVAL. SUBSTITUTED ITEMS SHALL HAVE ICC-ES
REPORT APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES.
MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF
12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO
PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%.
EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE CONTENT EXCEEDS THIS VALUE.
15. PLYWOOD SHEATHING SHALL BE GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II,
EXTERIOR GLUE IN CONFORMANCE WITH DOC PS 1 OR PS 2. ORIENTED STRAND BOARD
OF EQUIVALENT THICKNESS, EXPOSURE RATING AND PANEL INDEX MAY BE USED IN
LIEU OF PLYWOOD.
ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16.
FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24.
WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0.
PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT
UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE
APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW 1/8"
SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING.
REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.
16. ALL WOOD IN DIRECT 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.
17. PRESERVATIVE TREATED WOOD SHALL BE TREATED PER AWPA STANDARD U1 TO THE USE
CATEGORY EQUAL TO OR HIGHER THAN THE INTENDED APPLICATION. TREATED WOOD
FOR ABOVE GROUND USE SHALL BE TREATED TO AWPA UC3B. WOOD IN CONTINUOUS
CONTACT WITH FRESH WATER OR SOIL SHALL BE TREATED TO AWPA UC4A. WOOD FOR
USE IN PERMANENT FOUNDATIONS SHALL BE TREATED TO AWPA UC4B.
18. FASTENERS AND TIMBER CONNECTORS USED WITH TREATED WOOD SHALL HAVE
CORROSION RESISTANCE AS INDICATED IN THE FOLLOWING TABLE, UNLESS OTHERWISE
NOTED.
WOOD TREATMENT
HAS NO AMMONIA CARRIER
CONTAINS AMMONIA CARRIER
CONTAINS AMMONIA CARRIER
CONTAINS AMMONIA CARRIER
AZCA
CONDITION
PROTECTION
INTERIOR DRY
G90 GALVANIZED
INTERIOR DRY
G185 OR A185 HOT DIPPED OR
CONTINUOUS HOT -GALVANIZED
PER ASTM A653
INTERIOR WET
TYPE 304 OR 316
STAINLESS
EXTERIOR
TYPE 304 OR 316
STAINLESS
ANY
TYPE 304 OR 316
STAINLESS
INTERIOR DRY CONDITIONS SHALL HAVE WOOD MOISTURE CONTENT LESS THAN 19%.
WOOD MOISTURE CONTENT IN OTHER CONDITIONS (INTERIOR WET, EXTERIOR WET, AND
EXTERIOR DRY) IS EXPECTED TO EXCEED 19%. CONNECTORS AND THEIR FASTENERS
SHALL BE THE SAME MATERIAL. COMPLY WITH THE TREATMENT MANUFACTURERS
RECOMMENDATIONS FOR PROTECTION OF METAL.
19. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE"
BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019.
EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED
THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE
NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER FOR MAXIMUM LOAD
CARRYING CAPACITY. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS.
ALL 2X JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST
HANGERS. ALL TJI JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "ITS"
SERIES JOIST HANGERS. ALL DOUBLE -JOIST BEAMS SHALL BE CONNECTED TO FLUSH
BEAMS WITH "MIT" SERIES JOIST HANGERS.
WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS
OR BOLTS IN EACH MEMBER.
ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM)AS
MEMBERS CONNECTED.
20. WOOD FASTENERS
A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING
SPECIFICATIONS:
SIZE LENGTH DIAMETER
6d 2" 0. 113"
8d 2-1/2" 0. 131"
10d 3" 0. 148"
12d 3-1 /4" 0. 148"
16d BOX 3-1/2" 0.135"
IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT
NAIL SPECIFICATIONS TO THE STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION)
FOR REVIEW AND APPROVAL.
NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE
DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED.
TOE -NAILS SHALL BE DRIVEN AT AN ANGLE OF 30 DEGREES WITH THE MEMBER AND
STARTED 1/3 THE LENGTH OF THE NAIL FROM THE MEMBER END.
B. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS
UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD.
INSTALLATION OF LAG BOLTS SHALL CONFORM TO THE NATIONAL DESIGN
SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70
PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8"
AND SMALLER LAG SCREWS.
21. NOTCHES AND HOLES IN WOOD FRAMING:
A. NOTCHES ON THE ENDS OF SOLID SAWN JOISTS AND RAFTERS SHALL NOT EXCEED
ONE-FOURTH THE JOIST DEPTH. NOTCHES IN THE TOP OR BOTTOM OF SOLID SAWN
JOISTS SHALL NOT EXCEED ONE -SIXTH THE DEPTH AND SHALL NOT BE LOCATED IN
THE MIDDLE THIRD OF THE SPAN. HOLES BORED IN SOLID SAWN JOISTS AND
RAFTERS SHALL NOT BE WITHIN 2 INCHES OF THE TOP OR BOTTOM OF THE JOIST,
AND THE DIAMETER OF ANY SUCH HOLE SHALL NOT EXCEED ONE-THIRD THE DEPTH
OF THE JOIST.
B. IN EXTERIOR WALLS AND BEARING PARTITIONS, ANY WOOD STUD IS PERMITTED TO
BE CUT OR NOTCHED TO A DEPTH NOT EXCEEDING 25 PERCENT OF ITS WIDTH. A
HOLE NOT GREATER IN DIAMETER THAN 40 PERCENT OF THE STUD WIDTH IS
PERMITTED TO BE BORED IN ANY WOOD STUD. IN NO CASE SHALL THE EDGE OF
THE BORED HOLE BE NEARER THAN 5/8 INCH TO THE EDGE OF THE STUD. BORED
HOLES SHALL NOT BE LOCATED AT THE SAME SECTION OF STUD AS A CUT OR
NOTCH.
C. NOTCHES AND HOLES IN MANUFACTURED LUMBER AND PREFABRICATED PLYWOOD WEB
JOISTS SHALL BE PER THE MANUFACTURERS RECOMMENDATIONS UNLESS OTHERWISE
NOTED.
22. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE
PLANS:
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO
THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE, THE AITC
"TIMBER CONSTRUCTION MANUAL" AND THE AWC "NATIONAL DESIGN SPECIFICATION
FOR WOOD CONSTRUCTION". MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL
CONFORM TO IBC TABLE 2304. 10. 1. COORDINATE THE SIZE AND LOCATION OF
ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS.
B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS.
ALL STUDS SHALL BE SPACED AT 16" 0. C. UNO. TWO STUDS M I N I MUM SHALL BE
PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS, AND
AT BEAM OR HEADER BEARING LOCATIONS. TWO 2x8 HEADERS SHALL BE PROVIDED
OVER ALL OPENINGS NOT OTHERWISE NOTED. SOLID BLOCKING FOR WOOD COLUMNS
SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS
SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS OVER 10'-0" IN HEIGHT.
ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END
NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL
EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP
PLATE WITH 16d @ 12" O.C.. LAP TOP PLATES AT JOINTS A MINIMUM 4'-0" AND
NAIL WITH TWELVE 16d NAILS @ 4" 0. C. EACH SIDE JOINT.
ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD
FRAMING BELOW WITH TWO ROWS OF 16d NAILS @ 12" ON -CENTER, OR ATTACHED
TO CONCRETE BELOW WITH 5/8' DIAMETER ANCHOR BOLTS @ 4'-0" ON -CENTER
EMBEDDED 7" MINIMUM, UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF
BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH TWO ROWS OF 16d @12"
ON -CENTER. UNLESS OTHERWISE NOTED, GYPSUM WALLBOARD SHALL BE FASTENED
TO THE INTERIOR SURFACE OF ALL STUDS AND PLATES WITH NO. 6 X 1-1/4"
TYPE S OR W SCREWS @ 8" ON -CENTER. UNLESS INDICATED OTHERWISE, 1/2"
(NOMINAL)APA RATED SHEATHING (SPAN RATING 24/0) SHALL BE NAILED TO ALL
EXTERIOR SURFACES WITH 8d NAILS @ 6" ON -CENTER AT PANEL EDGES AND TOP
AND BOTTOM PLATES (BLOCK UN -SUPPORTED EDGES)AND TO ALL INTERMEDIATE
STUDS AND BLOCKING WITH 8d NAILS @ 12" ON -CENTER ALLOW 1/8" SPACING AT
ALL PANEL EDGES AND PANEL ENDS.
C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL
PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND
ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE NOTED. PROVIDE SOLID
BLOCKING BETWEEN RAFTERS AND JOISTS AT ALL BEARING POINTS WITH A
MINIMUM OF (3) 16d TOE NAILS EACH END. TOE -NAIL JOISTS TO SUPPORTS
WITH TWO 16d NAILS. ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH
SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES ABOVE. NAIL ALL
MULTI JOIST BEAMS TOGETHER WITH TWO ROWS 16d @ 12" ON -CENTER.
UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING
SHALL BE LAID UP WITH GRAIN PERPENDICULAR TO SUPPORTS AND NAILED AT 6"
ON -CENTER WITH 8d NAILS TO FRAMED PANEL EDGES, STRUTS AND OVER STUD
WALLS AS SHOWN ON PLANS AND @ 12" ON -CENTER TO INTERMEDIATE SUPPORTS.
PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT
UNBLOCKED ROOF SHEATHING EDGES. ALL FLOOR SHEATHING EDGES SHALL HAVE
APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING. ALLOW
1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING.
TOENAIL BLOCKING TO SUPPORTS WITH 16d @ 12" ON -CENTER, MINIMUM TWO
NAILS PER BLOCK, UNLESS OTHERWISE NOTED.
/S1MJCrLWAL
EPNONEMNS
SEATTLE
2124 Third Avenue, Suite 100
Seattle, WA 98121
TACOMA
934 Broadway, Suite 100
Tacoma, WA 98402
CENTRAL WASHINGTON
206.443.6212 414 N Pearl Street, Suite 8
ssfengineers.com Ellensburg, WA 98926
Copyright 2022 Swenson Say Faget - All Rights Reserved
12-22
DRAWN:
RJ
DESIGN:
BDM
CHECKED:
BDM
APPROVED:
BDM
REVISIONS:
JURISDICTIONAL APPROVAL STAMP:
PROJECT TITLE:
Amy Allison &
Ryan Crossman
Renovation
19902 Maplewood Drive
Edmonds, WA 98026
CLIENT:
�
chel ig 0
agtci tu 0
Contact: Rachel Ravitch
206.300.8799
rachel@rachelravitchstudio.com
ISSUE:
SHEET TITLE:
Permit
General
Stru0ur36B
N qW 6 2023
- CT7T'CITCIOICIRD'
SCALE: DEVELOPMENT SERVICES
DEPARTMENT
DATE:
December 12, 2022
PROJECT NO:
02150-2022-01
SHEET NO:
S1.1
Plan Notes Legend
1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. r"""""""" STRUCTURAL WALL OR POST ABOVE
2. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS. +�+
3. EXISTING FRAMING ON PLANS IS ASSUMED. CONTRACTOR TO VERIFY DIRECTIONS AND EXTENTS. NOTIFY 0 EXISTING WALL BELOW
ARCHITECT AND ENGINEER IF DIFFERENT.
4. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE FULL CONTINUOUS --------- - (E) STRUCTURAL WALL OR POST ABOVE
BEARING THROUGH FLOORS TO FOUNDATION. ----
5. PROVIDE AC, ACE, PC, EPC, LPC, OR LCE COLUMN CAP AND BASE AT ALL NEW BEAM TO COLUMN NON-STRUCTURAL WALL BELOW
CONNECTIONS U.O.N.
6. NEW MANUFACTURED LUMBER PRODUCTS (LSL, LVL, PSL, GL) SHALL BE INSTALLED WITH A MOISTURE HEADER/BEAM PER PLAN
CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO
PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. (E) EXISTING HEADER/BEAM
7. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS OVER 3'-0" IN LENGTH, U.O.N.
SPAN DIRECTION
C----�
I----]
I
< 0> EXTENT OF JOISTS
FOUNDATION OR
PROVIDE (5)2x4 IF
CRIPPLE WALL
Main Floor Framina Plan
Scale: 1/4" = 1'-0"
BEAR DIRECTLY ON
FOUNDATION OR
PROVIDE (5)2x4 IF
CRIPPLE WALL
/SiMJCrLWAL
NONEMNS
SEATTLE
2124 Third Avenue, Suite 100
Seattle, WA 98121
TACOMA
934 Broadway, Suite 100
Tacoma, WA 98402
CENTRAL WASHINGTON
206.443.6212 414 N Pearl Street, Suite 8
ssfengineers.com Ellensburg, WA 98926
Copyright 2022 Swenson Say Faget - All Rights Reserved
12-12-22
DRAWN:
RJ
DESIGN:
BDM
CHECKED:
BDM
APPROVED:
BDM
REVISIONS:
JURISDICTIONAL APPROVAL STAMP:
PROJECT TITLE:
Amy Allison &
Ryan Crossman
Renovation
19902 Maplewood Drive
Edmonds, WA 98026
CLIENT:
cho
elh
a9tudio
Contact: Rachel Ravitch
206.300.8799
rachel@rachelravitchstudio.com
ISSUE:
Permit
SHEET TITLE:
Main Floor
FraW�UB
PI0119 16 2023
CT7TCITCI7I . Im '
SCALE: DEVELOPMENT SERVICES
11 QEPIRIDUT
DATE:
December 12, 2022
PROJECT NO:
02150-2022-01
SHEET NO:
S24,1
Plan Notes
1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS.
2. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
3. EXISTING FRAMING ON PLANS IS ASSUMED. CONTRACTOR TO VERIFY DIRECTIONS AND EXTENTS. NOTIFY
ARCHITECT AND ENGINEER IF DIFFERENT.
4. ALL POSTS ABOVE SHALL BEAR FULLY ON BEAMS OR POSTS BELOW AND SHALL HAVE FULL CONTINUOUS
BEARING THROUGH FLOORS TO FOUNDATION.
5. PROVIDE AC, ACE, PC, EPC, LPC, OR LCE COLUMN CAP AND BASE AT ALL NEW BEAM TO COLUMN
CONNECTIONS U.O.N.
6. NEW MANUFACTURED LUMBER PRODUCTS (LSL, LVL, PSL, GL) SHALL BE INSTALLED WITH A MOISTURE
CONTENT OF 12% OR LESS. THE CONTRACTOR SHALL MAKE PROVISIONS DURING CONSTRUCTION TO
PREVENT THE MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%.
7. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS OVER 3'-0" IN LENGTH, U.O.N.
end
0 ® NEW STRUCTURAL WALL OR POST BELOW
STRUCTURAL WALL OR POST ABOVE
0 EXISTING WALL BELOW
C — — - (E) STRUCTURAL WALL OR POST ABOVE
NON-STRUCTURAL WALL BELOW
HEADER/BEAM PER PLAN
(E) EXISTING HEADER/BEAM
1% SPAN DIRECTION
VERIFY (2)2x6 MIN.
— —El
—
II
II
II
II
II
JI
----� o
STEP IN ROOF
I
GF �
s
II
(2)2x10 HU
o
=u
— �) LVL 13/4x99�2
F�-------�
I �
I I
� I
I ;
I I
I I
I I
I I
I I
I
I
EXTENT OF JOISTS
C--------� �
12/S3.1 ,
GL 51/2x12
(E)2x10 (10"ACTUAL)
16"oc,. TYP.
r-------_---� C-------
(4) LVL 13/4x91/2
figsItK
o
s
Upper Floor Framina Plan
Scale: 1/4" = 1'-0"
SiMJCrLWAL
EN NEMN
SEATTLE
2124 Third Avenue, Suite 100
Seattle, WA 98121
TACOMA
934 Broadway, Suite 100
Tacoma, WA 98402
CENTRAL WASHINGTON
206.443.6212 414 N Pearl Street, Suite 8
ssfengineers.com Ellensburg, WA 98926
Copyright 2022 Swenson Say Faget - All Rights Reserved
12-12-22
DRAWN:
RJ
DESIGN:
BDM
CHECKED:
BDM
APPROVED:
BDM
REVISIONS:
JURISDICTIONAL APPROVAL STAMP:
PROJECT TITLE:
Amy Allison &
Ryan Crossman
Renovation
19902 Maplewood Drive
Edmonds, WA 98026
CLIENT:
�
19chelh
a��tudio
Contact: Rachel Ravitch
206.300.8799
rachel@rachelravitchstudio.com
ISSUE:
Permit
SHEET TITLE:
Upper Floor
Frar��UB
PI011916 2023
� CT7TCITCI71C1RCC
SCALE: DEVELOPMENT SERVICES
1 /4u QEPIRIDUT
DATE:
December 12, 2022
PROJECT NO:
02150-2022-01
SHEET NO:
S2,s2
Plan Notes Legend
1. DO NOT SCALE DRAWINGS. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 0 NEW STRUCTURAL WALL BELOW
2. REFER TO GENERAL STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS.
3. EXISTING FRAMING ON PLANS IS ASSUMED. CONTRACTOR TO VERIFY DIRECTIONS AND EXTENTS. NOTIFY 0 EXISTING WALL BELOW
ARCHITECT AND ENGINEER IF DIFFERENT.
4. PROVIDE (2) BEARING STUDS AT EACH END OF ALL HEADERS AND BEAMS OVER 3'-0" IN LENGTH, U.O.N. NON-STRUCTURAL WALL BELOW
HEADER/BEAM PER PLAN
(E) EXISTING HEADER/BEAM
SPAN DIRECTION
EXTENT OF JOISTS
----------------r—---
u
Roof Framing Plan
Scale: 1/4" = 1'-0"
SIM)CrLWAL
ENONEE�N
SEATTLE
2124 Third Avenue, Suite 100
Seattle, WA 98121
TACOMA
934 Broadway, Suite 100
Tacoma, WA 98402
CENTRAL WASHINGTON
206.443.6212 414 N Pearl Street, Suite 8
ssfengineers.com Ellensburg, WA 98926
Copyright 2022 Swenson Say Faget - All Rights Reserved
12-12-22
DRAWN:
RJ
DESIGN:
BDM
CHECKED:
BDM
APPROVED:
BDM
REVISIONS:
JURISDICTIONAL APPROVAL STAMP:
PROJECT TITLE:
Amy Allison &
Ryan Crossman
Renovation
19902 Maplewood Drive
Edmonds, WA 98026
CLIENT:
19chel
�t0
acio to
Contact: Rachel Ravitch
206.300.8799
rachel@rachelravitchstudio.com
I(.0-311:6
Permit
SHEET TITLE:
Roof
FraIW�UB
Pll9 16 2023
� C*IYerL`DICICIee�
SCALE: DEVELOPMENT SERVICES
1 /4" pFPAIi_TT
DATE:
December 12, 2022
PROJECT NO:
02150-2022-01
SHEET NO:
S2,s3
A
B C
PLAN
�
Ae
c
0
Q
�
U
p
VIEW
U
SECTION
12"
3"
12"
# OF WOOD BMS (LVL)
2-13/4"
3-13/4"
4-13/4"
SDW22 SCREW SIZE
0.2200
0.2206
0.220x6
# OF SDW22 SCREWS
2
2
2
SPACING OF SDW22 SCREWS
12"OC
12"OC
12"OC
NOTES:
NOTE: MAY USE SDS 1/4"
— MIN. SCREW END DISTANCE = 6"
@ CONTRACTORS OPTION
3
Sisterin Schedule
g
for Multi Beams SDWS 4
c �
VERIFY OR PROVIDE 2x
FULL —DEPTH BLKG. OVER
(3)16d EA. BLOCK
NEW BEAM/HDR.
(E) JOISTS AND
SHEATHING
(2)16d TOENAILS
THRU EA. JOIST
NEW BEAM/HDR. PER PLAN
7
New Typical Header
Yp
Beam W/ Existing Joists O
9
TYP. DOUBLE TOP PLATE
(E) JOISTS AND
SHEATHING
A35 (at exterior walls only)
OMIT @ HEADERS < 6'-0"
(6)16d
TYP. STUDS
BEAM OR HEADER
NEW FLUSH BEAM PER PLAN
PROVIDE LUS SERIES
PER PLAN
HANGER FOR (E) JOISTS
TO NEW FLUSH BEAM
PROVIDE (2) BEARING
STUDS U.O.N.
o
Typical
Yp
Header Support w/2 Bearing Studs 11
pp 9
New Typical Flush
Yp
Beam W/ Existing Joists 12
9
206.443.6212
ssfengineers.com
SEATTLE
2124 Third Avenue, Suite 100
Seattle, WA 98121
TACOMA
934 Broadway, Suite 100
Tacoma, WA 98402
CENTRAL WASHINGTON
414 N Pearl Street, Suite 8
Ellensburg, WA 98926
Copyright 2022 Swenson Say Faget - All Rights Reserved
12-12-22
DRAWN:
RJ
DESIGN:
BDM
CHECKED:
BDM
APPROVED:
BDM
REVISIONS:
JURISDICTIONAL APPROVAL STAMP:
PROJECT TITLE:
Amy Allison &
Ryan Crossman
Renovation
19902 Maplewood Drive
Edmonds, WA 98026
CLIENT:
chelh
a9tudio
Contact: Rachel Ravitch
206.300.8799
rachel@rachelravitchstudio.com
ISSUE:
Permit
SHEET TITLE:
De bUB
Feb 16 2023
CrTerL`D}ClClee'
SCALE: DEVELOPMENT SERVICES
DATE:
December 12, 2022
PROJECT NO:
02150-2022-01
SHEET NO:
S34ol