APPROVED BLD -BLD2020-0680_PLAN_SET_12-01-2020_15_37_48_Plan_SetLEGEND
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SITE PLAN
SCALE 22X34 1" = 10'-0"
SCALE 11X17 1" = 20'-0"
ADJACENT RESIDENCE
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PROJECT INFORMATION
OWNER
WONG CHEE & SHERLYN Y
JURISDICTION
EDMONDS
PARCEL NUMBER
00434207702500
ZONING
RS6
YEAR BUILT
1976
LOT AREA
6600 SQ-FT
PROJECT DESCRIPTION
INTERIOR REMODEL TO EXISTING SFR. RENOVATING UPPER
LEVEL KITCHEN AND REPLACE (E) SUNROOM TO DINING
ROOM, PER PLAN
LEGAL DESCRIPTION
CITY OF EDMONDS BLK 077 D-00 LOTS 25-26
YARD CALCULATIONS
16.20.030.TABLE.
REAR YARD =15 FEET REQUIRED
REAR YARD = 15'
FRONT YARD = 20 FEET REQUIRED
FRONT YARD = 20'
SIDE YARD = 5 FEET REQUIRED
SIDE YARD = 5'
CENTER OF STREET
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AREA TABULATIONS
CONDITIONED SPACE
BASEMENT LEVEL 1460 SQ-FT
MAIN FLOOR LEVEL 1661 SQ-FT
TOTAL 3121 SQ-FT
EDGE OF CURB
—214, 01
—I�
APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
01 2211 51 10, 2 0'
LOT COVERAGE
16.20.030.TABLE.
TOTAL LOT AREA 6600 SQ-FT
MAIN DWELLING 1850 SQ-FT
PROPERTY LINE OF PROPOSED PROJECT
PROPERTY LINE OF ADJACENT PROPERTIES
CONTOUR LINE - 2' ELEVATION CHANGE
x PROPOSED FENCE
x EXISTING FENCE TO BE REMOVED
x EXISTING FENCE
EXISTING STRUCTURE W/
INTERIOR RENOVATION
EXISTING STRUCTURE
CENTER LINE OF STREET
EDGE OF CONCRETE
--- ROOF OUTLINE
PROPERTY SETBACK
- — — EDGE OF GRAVEL
EASEMENT
SHEET INDEX
C1.1 SITE PLAN & PROJECT INFO
A1.1 GENERAL NOTES & WINDOW & DOOR
SCHEDULE
TOTAL 1850 SQ-FT
UNCONDITIONED SPACE A2.1 MAIN FLOOR
DECK 276 SQ-FT A2.2 EXISTING BASEMENT PLANS
GARAGE 443 SQ-FT ALLOWABLE LOT COVERAGE = 6600 * 35% = 2310 SQ-FT
TOTAL 719 SQ-FT PROPOSED LOT COVERAGE = 1850 SQ-FT < 2310 SQ-FT (OK) A4.1 BUILDING SECTIONS
TOTAL AREA 3840 SQ-FT A5.1 ARCHITECTURAL DETAILS
City Of Edmonds
Ruilrlinn nP-nartmPnt
Work REMODEL
--------------------
------------------------------------------
Address 845 DAYTON ST
Owner WONG
Approved Date
RI dirlinn nffirinl
12/14/2020
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Permit Number BLD2020-0680
RESUB
Dec 01 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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YEN DESIGN INC.
206.432.1111
WWW.YENDES.COM
APPROVAL STAMP
ENGINEER STAMP
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06
JOB NO. 20-242
HALF SCALE 11x17
FULL SCALE 22x34
SHEET
C 1 . 1
GENERAL NOTES
CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS
PRIOR TO COMMENCING THE WORK,
WORK SHALL COMPLY WITH THE FOLLOWING CODES:
2015 INTERNATIONAL RESIDENTIAL CODE
2015 WASHINGTON ENERGY CODE
OTHER CODES APPLICABLE BY JURISDICTION,
AIR SEALING:
1, ALL PLUMBING, ELECTRICAL, AND HVAC PENETRATIONS IN FLOOR,
WALLS, AND CEILINGS ARE CAULKED AND SEALED,
2, WHERE PENETRATIONS NEED A FIRESTOP, DISCUSS WITH
BUILDING OFFICIAL,
3, ELECTRICAL OUTLET AND LIGHT SWITCH BOXES ON EXTERIOR
WALLS MUST BE SEALED AT THE BACK OF THE RECEPTACLE OR
SEALED WITH FACEPLATE GASKETS.
4, SEAL RIM JOIST BETWEEN HEATED FLOORS OR USE PRODUCT
LIKE "TYVEK" ON EXTERIOR,
5, VAPOR BARRIER SHALL BE EITHER FACE STAPLED BATTS, 4 MIL,
VISQUEEN OR AN APPROVED VAPOR BARRIER PAINT.
SEPARATION BETWEEN DWELLING AND GARAGE/CARPORT;
a, NO SEPARATION REQUIRED IF ENTIRELY OPEN ON 2 OR MORE
SIDES AND NO ENCLOSED USES, (OPEN DECKS ABOVE ARE OKAY,
NON -RATED WALLS AND OPERABLE WINDOWS BETWEEN THE
DWELLING AND CARPORT ARE OKAY,
b, MINIMUM 1/2" GWB ON GARAGE/CARPORT SIDE OF WALLS
REQUIRED FOR ALL GARAGES/CARPORTS NOT COVERED BY 1A
ABOVE,
C. 1-HOUR FIRE RATED WALL REQUIRED IF LESS THAN 5 FEET FROM
PROPERTY LINE (NO OPENINGS ALLOWED LESS THAN 3' FROM
PROPERTY LINE, 25% MAXIMUM OPENINGS BETWEEN 3' AND 5' TO
PROPERTY LINE, OVERHANGS MUST BE A MINIMUM 2' FROM
PROPERTY LINE, EXCEPT STEEL GUTTER ALLOWED CLOSER AND
5/8" GWB SHEATHING REQUIRED ON UNDERSIDE WHEN 5' OR LESS
FROM PROPERTY LINE,
EGRESS WINDOWS: REQUIRED FOR 1 WINDOW/BEDROOM OR SLEEPING
AREA (BELOW 4TH FLOOR) AND 1 WINDOW/BASEMENT,
a, MIN, NET CLEAR AREA = 5,7 SQ. FT., MIN, 310" x 416" IF DOUBLE
HUNG OR 410" x 316" WINDOW IF SLIDER, 5,0 SQ, FT, IF SILL
HEIGHT IS WITHIN 44" OF GRADE (ABOVE OR BELOW,
b, MIN, NET CLEAR OPENING WIDTH = 20"; MIN, NET CLEAR OPENING
HEIGHT = 24"
c, MAX. SILL HEIGHT = 44" BONE PERMANENTLY INSTALLED STEP
WITH MAX, 8" RISE AND MIN, 9" RUN OKAY FOR EXISTING
BEDROOMS),
REQUIRED GLAZING FOR HABITABLE ROOMS:
a. MIN. GLAZED EXTERIOR OPENING AREA = 8% OF FLOOR AREA,
b, GLAZED OPENINGS NOT REQUIRED WHERE PERMANENTLY
INSTALLED ARTIFICIAL LIGHT IS PROVIDED,
C. OK IF OPENINGS ARE BELOW DECK & ROOFED PORCHES w/MIN,
CEILING HEIGHT OF 7 FT, ALONG SIDE 65% OPENS,
MECHANICAL/VENTILATION; REQUIRED FOR HABITABLE ROOMS OF
ADDITIONS AND ALTERATIONS MORE THAN 500 SQ, FT, OR THAT
INCLUDE A KITCHEN, BATHROOM AND OTHER AREAS WHERE COOKING
ODOR OR EXCESS WATER VAPOR WILL BE PRODUCED,
a, MIN. 50 CFM FOR BATHROOM AND LAUNDRY; MIN. 100 CFM FOR
KITCHEN,
b, MIN, AIR INTAKE OPENINGS = 4 SQ, IN, PER ROOM,
c, WHOLE HOUSE FAN MUST OPERATE AS SPECIFIED IN IRC M1507,3
SMOKE ALARMS: REQUIRED INSIDE AND OUTSIDE OF SLEEPING AREAS
AND ON ALL FLOORS, DIRECT WIRING IS REQUIRED FOR SMOKE
DETECTORS, UNLESS REMOVAL OF INTERIOR WALL OR CEILING FINISHES
IS NECESSARY TO INSTALL THE WIRING,
CARBON MONOXIDE ALARMS: REQUIRED OUTSIDE SLEEPING AREAS AND
ON ALL FLOORS, UNLESS WORK ONLY INVOLVES EXTERIOR SURFACES
OF THE BUILDING,
STAIR REQUIREMENTS: APPLIES TO ALL R-3 STAIRS AND R-2 PRIVATE
STAIRWAYS:
a. MIN, WIDTH = 36"
b, MAX. HEIGHT/RISE = 7-3/4"; MIN. TREAD RUN = 10"
C. MIN, HEADROOM = 6'8"
d, HANDRAIL 34"-38" ABOVE TREAD NOSING (RETURN ENDS
e, HANDRAIL GRASP DIMENSION; MIN. 1-1/411, MAX. 2"
f, WINDING STAIRS:
1. MIN, TREAD RUN AT NARROWEST POINT = 6"
2, MIN, TREAD RUN 12" FROM NAORROWEST POINT = 10"
g, SPIRAL STAIRS:
1, MIN, CLEAR WALKING AREA WIDTH = 26"
2, MIN. TREAD RUN 12" FROM NARROWEST POINT = 7-1/2" /
MAX, RISER HEIGHT = 9-1/2"
3, MIN, HEADROOM = 616"
CEILING HEIGHT IN ADDITIONS AND ALTERATIONS:
a. MIN, 70", FOR NEW CONSTRUCTION OR ADDITIONS
b, MIN, 64": IF BUILDING WAS IN EXISTENCE PRIOR TO 10/17/79 SEE
DR 23-2008 FOR SPECIFICS,
C. ROOMS WITH SLOPED CEILINGS REQUIRE MINIMUM CEILING HEIGHT
IN 1/2 OF THE AREA. PORTIONS OF THE ROOM WITH CEILING
HEIGHT LESS THAN 5 FT. DO NOT COUNT IN TOTAL AREA,
INSULATION:
1L FACED BATTS ARE LAPPED AND FACE STAPLED AT FRAMING
MEMBERS.
2, ALL EXTERIOR WALL CAVITIES ARE FILLED WITH UNCOMPRESSED
INSULATION, INCLUDING ALL CAVITIES ISOLATED DURING FRAMING,
WIRING, AND PLUMBING,
3, ALL RECESSED FIXTURES IN EXTERIOR WALLS HAVE RIGID BOARD
INSULATION BEHIND THEM,
4, UNDERFLOOR INSULATION IS SUPPORTED BY LATH, TWINE, OR
OTHER NON -COMPRESSING MEANS,
5, ATTIC ACCESS IS BAFFLED, WEATHER-STRIPPED AND INSULATED.
FOUNDATION LOCATION: PROPERTY CORNERS MUST BE ACCURATELY
DETERMINED AND INDICATED ON SITE FOR FOUNDATION INSPECTION, A
SURVEY MAY BE REQUIRED. FENCE LOCATIONS WILL NOT BE ACCEPTED
AS ESTABLISHING PROPERTY CORNERS,
OTHER REQUIREMENTS;
a, GUARDRAILS: MIN, 36" HT. MAX. 4" SPACING BETWEEN
INTERMEDIATE MEMBERS �42" MIN. HT. FOR R-2 EXTERIOR),
b, FOORINGS: BOTTOM MIN, 12" BELOW GRADE, TOP OF FOUNDATION
WALL MIN, 6" ABOVE GRADE.
c, CONRETE SLABS ON GRADE: 3-1/2" MIN. THICKNESSES,
d, PIER BLOCKS: MIN, 12" X 12" SIZE; RESTING ON CONCRETE PAD
MIN, 12" BELOW GRADE,
e, FOUNDATION WALLS; PROVIDE ONE j1l #4 REBAR TOP AND BOTTOM
AND AT ALL WINDOWS/DOOR OPENINGS, LIMIT 4' MAX. BACKFILL,
f, FOUNDATION ANCHOR BOLTS: MIN, 1/2" x 10"1 6 FT, ON CENTER
MAX. WITH TWO (21 BOLTS PER PIECE OF PLATE AND AT LEAST
ONE j1� BOLT WITH 12" AT END OF EACH PIECE REQUIRED FOR
NEW CONSTRUCTION),
9 ALL STRUCTURAL SOFTWOOD PLYWOOD, PARTICLE BOARD, WAFER
BOARD, AND OSB BOARD ARE STAMPLED WITH EXPOSURE T OR
'EXTERIOR',
h, WATER HEATER STORAGE TANK LABELED AS MEETING 1987 NAT'L
APPLIANCE ENERGY CONSERVATION ACT. ASHRAE STANDARD
90A-1980 INSULATION TO R-16 OR R-10 PAD IF LOCATED OVER
UNINSULATED SLAB,
i, INSULATE HOT AND COLD WATER PIPES TO R-3 IN UNHEATED
AREAS.
j, SHOWER REGULATOR TO LIMIT HOT WATER DISCHARGE TO 2.5
GPM
k, WOODSTOVES AND FIREPLACES HAVE TIGHT FITING DOORS,
OUTSIDE COMBUSTION AIR DUCTED TO FIREBOX WITH ACCESSIBLE
DAMPER, MIN 6 SQ IN FREE VENT AREA. TIGHT FITTING FLUE
DAMPERS REQ'D,
I. ALL GAS AND OIL COMBUSTION APPLIANCES HAVE A DIRECT
VENT OR FORCED DRAFT VENTING.
m, RECESSED LIGHTS ARE I,C, RATED, DOUBLE WALL CAN LIGHTS OR
WITHIN SEALED WPGWB BOX -IN,
n, CONTRACTOR TO PROVIDE �11 1611x24" MINIMUM CRAWL SPACE
ACCESS INTO NEW CRAWL SPACE AREA THAT IS ACCESSIBLE
FROM EITHER THE OUTSIDE OR FROM THE EXISTING CRAWLSPACE
AREA, OTHERWISE CONTRACTOR IS TO PROVIDE (1� 1811x24" MINIMUM
CRAWL SPACE ENTRANCE THROUGH MAIN LEVEL FLOOR FRAMING
THAT ACCESSES NEW CRAWL SPACE AREA.
a. A CERTIFICATE IS REQUIRED TO BE POSTED WITHIN 3' OF THE
ELECTRICAL PANEL PER WSEC R401,3 AND INCLUDE THE
FOLLOWING; PREDOMINATE R-VALUES, U-VALUES OF
FENESTRATION, RESULTS FROM DUCT SYSTEM AND BUILDING
ENVELOPE AIR LEAKAGE TESTING, AND EFFICIENCIES OF
HEATING/COOLING/WATER HEATING EQUIPMENT.
p, A MIN OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPS IN
INTERIOR AND EXTERIOR LIGHTING FIXTURES MUST BE
HIGH -EFFICIENCY LAMPS PER WSEC R404,1
INSULATION
INSULATION'A•N REQUIREMENTS
CLIMATE ZONE
'40
5 AND MARINE-4
FENESTRATION U-FACTOR (k)
0.30
SKYLIGHT U-FACTOR (k)
0.50
GLAZED FENESTRATION SHGC (b,e)
NR
CEILING R-VALUE (k)
49
WOOD FRAME WALL R-VALUE (c)
21 INT
MASS WALL R-VALUE (d)
21/21
FLOOR R-VALUE
30
BELOW -GRADE WALL R-VALUE (e,c)
10/15/21 INT + TB
SLAB R-VALUE & DEPTH (9,h)
101 2FT
FOR 51: 1 FOOT = 304,8 MM, CI = CONTINUOUS INSULATION, INT =
INTERMEDIATE FRAMING.
a, R-VALUES ARE MINIMUMS, U-FACTORS AND SHGC ARE MAXIMUMS.
WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN
THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE
COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE
A101,4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE
TABLE.
b, THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS, THE
SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION,
c, 1110/15/21 +TB" MEANS R-10 CONTINUOUS INSULATION ON THE
EXTERIOR OF THE WALL, OR R-15 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, 1110/15/21 +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, "TB"
MEANS THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT
WALL,
d, R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON
GRADE FLOORS, SEE R402,2,9,1,
e, THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE,
f, RESERVED.
9, RESERVED.
h, RESERVED.
i, THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE
INSULATION IS ON THE INTERIOR OF THE MASS WALL,
j, RESERVED.
k, FOR SINGLE RAFTER- OR JOIST -VAULTED CEILINGS, THE INSULATION
MAY BE REDUCED TO R-38,
I, RESERVED.
m, INT, INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16
INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF
R-10 INSULATION,
n, LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE
THICKNESS OF 3,5 INCHES ARE EXEMPT FROM THIS INSULATION
REQUIREMENT,
o, WHERE EXISTING FRAMING CAVITIES ARE EXPOSED DURING
CONSTRUCTION, THE CAVITIES MUST BE FILLED TO FULL DEPTH
WITH BATT INSULATION OR INSULATION HAVING AN EQUIVALENT
NOMINAL R-VALUE OF R-15 AT 2x4 WALLS OR R-21 AT 2x6 WALLS
PER WSEC 503,11
MECHAN ICAL/VENTI LATION
AREAS TO BE EXHAUSTED
EXHAUST RATES
KITCHENS 100 CFM INTERMITTENT OR 25
CFM CONTINUOUS
BATHROOMS/TOILET ROOMS, LAUNDRY MECHANICAL EXHAUST
ROOMS,INDOOR SWIMMING POOL ROOMS, SPA CAPACITY OF 50 CFM
ROOMS, INTERMITTENT OR 20 CFM
CONTINUOUS
NUMBER OF BEDROOMS
DWELLING UNIT
FLOOR AREA
(SQUARE FEET)
0-1
2-3
4-5
6-7
;P-7
AIRFLOW IN CFM
-1500
30
45
60
75
90
1501-3000
45
60
75
90
105
3001-4500
60
75
90
105
120
4501-6000
75
90
105
120
135
6001-7500
90
105
120
135
150
>7501
105
120
135
150
165
INTERMITTENT WHOLE -HOUSE MECHANICAL VENTILATION
RATE FACTORS M1507.3,3�21
PRECENTAGE IN
EACH 4-HOUR
SEGMENT EMEMEM
1, LOCAL EXHAUST SHALL BE POVIDED IN EACH KITCHEN, BATHROOM,
WATER CLOSET, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA, AND OTHER
ROOMS WHERE WATER VAPOR OR COOKING ODOR IS PRODUCED, LOCAL
EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE CAPACITY TO EXHAST
THE MINIMUM AIR FLOW RATE DETERMINED IN ACCORDANCE WITH TABLE
IRC M1507,4,
• KITCHENS = 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS,
• BATHROOMS/TOILET ROOMS, LAUNDRY ROOMS, INDOOR SWIMMING POOL
ROOMS, SPA ROOMS = 50 CFM INTERMITTENT OR 20 CFM
CONTINUOUS,
• EXCEPTION: WHERE A RANGE HOOD OR DOWN DRAFT EXHAUST FAN
IS USED TO SATISFY THE LOCAL EXHAUST REQUIREMENTS FOR
KITCHENS, THE RANGE HOOD OR DOWN DRAFT EXHAUST SHALL NOT
BE LESS THAN 100 CFM AT ,10 INCHES WATER GAUGE.
• LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL
SWITCHES, DEHUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS.
2, WHOLE -HOUSE VENTILATION USING EXHAUST FANS MUST COMPLY WITH:
• IRC M1507,3,2: 24HR INTERMITTENT WHOLE -HOUSE SWITCH TO BE
INSTALLED TO CONTROL WHOLE -HOUSE FAN INTERMITTENTLY PER
TABLE M1507,3,3�2�, LABEL TO BE AFFIXED TO THE CONTROL THAT
READS "WHOLE HOUSE VENTILATION SEE OPERATING INSTRUCTIONS1"
OPERATING INSTRUCTIONS SHALL BE PROVIDED BY INSTALLER,
• IRC M1507,3,4,1: FAN MUST HAVE A FLOW RATING AT 0,25 INCHES
WATER GAUGE
• M1507,3,4,2: FANS WITHIN 4 FEET OF INTERIOR GRILLE SHALL HAVE
A BONE RATING OF 1,0 OR LESS MEASURED AT 0,1 INCHES1 WATER
GAUGE,
• IRC M1507,344: EACH HABITABLE SPACE SHALL BE PROVIDED WITH
OUTDOOR AIR INLETS OR OPERABLE WINDOWS WITH AN OPENABLE
AREA NOT LESS THAN 4 SQUARE INCHES OF NET FREE AREA OF
OPENING FOR EACH 10 CFM OF OUTDOOR AIR REQUIRED BY TABLE
M1507.3,3�1�, WHERE OUTDOOR AIR SUPPLIES ARE SEPARATED FROM
EXHAUST POINTS BY DOORS, PROVISIONS SHALL BE MADE TO ENSURE
AIR FLOW BY INSTALLATION OF DISTRIBUTION DUCTS, UNDERCUTTING
DOORS, INSTALLATION OF GRILLES, TRANSOMS, OR SIMILAR MEANS.
DOORS SHALL BE UNDERCUT TO A MINIMUM OF 1/2 INCH ABOVE THE
SURFACE OF THE FINISH FLOOR COVERING,
3, DUCTS MUST BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33 USING
THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED, DUCT TIGHTNESS MUST
BE VERIFIED BY EITHER A POST-CONSRUCTION TEST OR ROUGH - IN TEST
PER WSEC R403,3,3, TOTAL LEAKAGE MUST BE LESS THAN OR EQUAL TO
4 CFM PER 100 SQ-FT OF CONDITIONED FLOOR AREA WHEN TESTED AT
A PRESSURE DIFFERENTIAL OF 0,1" W,G, �25 PAS ACROSS THE ENTIRE
SYSTEM,
4, PER IRC M1503,41 IF THE EXHAUST HOOD IN THE KITCHEN HAS A
CAPACITY IN EXCESS OF 400 CFM, IT MUST BE MECHANICALLY OR
NATURALLY PROVIDED WITH MAKEUP AIR AT A RATE OF APPROXIMATELY
EQUAL TO THE EXHAUST TO THE EXHAUST AIR RATE, SUCH MAKE UP AIR
SYSTEMS MUST BE EQUIPPED WITH NOT LESS THAN
ONE DAMPER, EACH DAMPER SHALL BE A GRAVITY DAMPER OR AN
ELECTRICALLY OPERATED DAMPER THAT AUTOMATICALLY OPENS WHEN
THE EXHAUST SYSTEM OPERATES,
5, WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A
CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100
SQ, INCHES SHALL BE PROVIDED IN THE CLOSET ENCLOSURE OR MAKEUP
AIR SHALL BE PROVIDED BY OTHER APPROVED MEANS PER SMC 504,6,
Vertical Fenestration (Windows and doors)
Component
Description Ref. U-factor
W1- FIXED JWSEC 1 0.30
SAFETY GLAZING FOR EXISTING OPENING REPLACEMENT;
ACTUAL SIZE
Width Height Sill
Qt. Feet inch Feet inch Feet Inch Area UA
1 g o 5 10 0 Zo 46.7 14.00
Sum of Vertical Fenestration Area and UA 46.7 14.00
Vertical Fenestration Area Weighted U = UA/Area 0.30
1, GLAZING IN DOORS: SAFETY GLAZING IS REQUIRED IN FIXED AND
OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS, SAFETY
GLAZING IS NOT REQUIRED IN A DOOR IF THE GLAZED OPENINGS DO
NOT ALLOW THEPASSAGE OF A 3 INCH SPHERE, OR THE GLAZING IN
THE DOOR IS DECORATIVE,
2, GLAZING ADJACENT TO DOORS: GLAZING ADJACENT TO DOORS IS
REQUIRED IN THE FOLLOWING LOCATIONS IF THE BOTTOM EDGE OF
THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING
SURFACE; WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IF
GLAZING IS IN THE SAME PLANE AS THE DOOR, OR IF GLAZING IS IN
A WALL PERPENDICULAR TO THE DOOR WITHIN 24 INCHES ON THE
HINGE SIDE OF AN INSWING DOOR, SAFETY GLAZING IS NOT REQUIRED
IF THERE IS AN INTERVENING WALL OR PERMANENT BARRIER BETWEEN
THE DOOR AND THE GLAZING.
3, GLAZING IN WINDOWS: SAFETY GLAZING IN WINDOWS IS REQUIRED IF
THE INDIVIDUAL PANEL MEETS ALL OF THE FOLLOWING REQUIREMENTS:
• EXPOSED AREA OF THE INDIVIDUAL PANEL IS GREATER THAN 9
SQUARE FEET,
• THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES
FROM THE FLOOR
• THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE
THE FLOOR,
• THERE IS A WALKING SURFACE WITHIN 36 INCHES, MEASURED
HORIZONTALLY, FROM THE GLAZING.
EXCEPTIONS
DECORATIVE GLAZING
WHERE A HORIZONTAL RAIL CAPABLE OF RESISTING 50 PLF
OF FORCE WITHOUT MAKING CONTACT WITH THE GLASS IS
INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34-38
INCHES ABOVE WALKING SURFACE,
4, GLAZING IN RAILINGS AND GUARDS: ALL GLAZING IN GUARDS AND
RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND
NONSTRUCTURAL IN -FILL PANELS, IS REQUIRED TO BE SAFETY GLAZING.
5, GLAZING AND WET SURFACE: GLAZING IN WALLS, ENCLOSURES, OR
FENCES AROUND SHOWERS, BATHTUBS, POOLS, HOT TUBS, SPAS, SAUNAS,
AND STEAM ROOMS WHERE THE BOTTOM EDGE OF THE GLAZING IS
LESS THAN 60 INCHES FROM THE STANDING OR WALKING SURFACE IS
REQUIRED TO BE SAFETY GLAZING, SAFETY GLAZING IS NOT REQUIRED
WHERE THE GLAZINGIS MORE THAN 60 INCHES, HORIZONTALLY, FROM
THE EDGE OF THE WATER,
6, REFER TO IRC SECTION 312,2 FOR ADDITIONAL REQUIREMENT.
WINDOW & DOOR SCHEDULE NOTES;
1, XO = SLIDERS SH = SINGLE HUNG, DH = DOUBLE HUNG, FIX =
PICTURE, C = CASEMENT
2, IF CONTRACTOR DECIDES TO REPLACE WINDOWS, THEY MUST
MEET ENERGY PERFORMANCE STANDARDS, HEAT TREATMENT
REQUIREMENTS AND EGRESS,
3, ALL WINDOWS SHALL BE NFRC CERTIFIED.
4, CONTRACTOR TO VERIFY EGRESS AND HEAT TREATMENT
REQUIREMENTS WITH WINDOW & DOOR MANUFACTURER.
5, EGRESS WINDOWS SIZED FOR "MILGARD STYLE LINE" SERIES
WINDOWS, CONTRACTOR TO VERIFY EGRESS REQUIREMENTS IF A
DIFFERENT MANUFACTURER / MODEL IS CHOSEN,
INSULATION CERTIFICATE ISEATTLEI
CONTRACTOR SHALL COMPLETE AND POST AN INSULATION CERTIFICATE
FOR RESIDENTIAL CONSTRUCTION WITHIN 3' OF THE ELECTRICAL PANEL
PRIOR TO FINAL INSPECTION,
AIR LEAKAGE ISEATTLEI:
A WRITTEN REPORT OF THE TEST RESULTS, SHALL BE SIGNED BY THE
TESTING PARTY AND PROVIDED TO THE BUILDING INSPECTOR, PRIOR TO
CALL FOR FINAL INSPECTION,
HIGH EFFICACY LAMPS
A MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPS IN
LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS.
RESUB
Dec 01 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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HALF SCALE
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FULL SCALE
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SHEET
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51-10311
21_811
451_4111
191-51' 10'-10" 151-1211
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11x17: SCALE 1/8" = 11-011
PLAN KEYNOTES
LEGEND
0 EXISTING WALL TO REMAIN
1.
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BELOW, IF ADEQUATE FOUNDATION IS NOT PRESENT
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® DETAILED INFO. SEE 2/A5.1 FOR FRAMING INFO.
6,
EXISTING DOOR & TRANSOM WINDOW TO REMAIN
GENERAL NOTES
YEN
DESIGN INC.
A. PLANS MUST BE APPROVED BY THE GOVERNING BUILDING
OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK
COMMENCING,
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ANY WALLS, STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD
BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING APPROVAL STAMP
INSPECTOR, YEN DESIGN IS TO BE CONTACTED IF ACTUAL
EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS
AFTER CEILING WALL COVERINGS ARE REMOVED,
C. SEE SHEET All FOR COMMON CODE REQUIREMENTS.
D. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL
LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO
SLEEPING AREAS,
E. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF
THE DWELLING AND WITHIN EACH SLEEPING AREA. DIRECT
WIRING REQUIRED. I ENGINEER STAMP
F. VERIFY WINDOW & DOOR ROUGH OPENING SIZES WITH WINDOW &
DOOR MANUFACTURER,
G. ALL DIMENSIONS TO STUD WALL.
H. CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO
CONSTRUCTION.
I. CONTRACTOR TO DETERMINE & VERIFY ALL WASTE DIVERSION
REQUIREMENTS PER THE LOCAL JURISDICTION. CONTRACTOR MAY
BE REQUIRED TO REQUEST LEER REPORTS FROM RECEIVING
FACILITIES.
J. DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 3" OFF WALL
OR ON CENTER, AS APPROPRIATE.
K. CONTRACTOR TO VERIFY EXHAUST POINTS ARE NOT LESS THAN
3' FROM PROPERTY LINES, 3' FROM OPERABLE OPENINGS INTO
THE BUILDING, AND 10' FROM MECHANICAL AIR INTAKES.
L. EACH HABITABLE SPACE SHALL BE PROVIDED WITH OPERABLE
WINDOWS WITH AN OPERABLE AREA NOT LESS THAN 4 SQUARE
INCHES OF NET FREE AREA OF OPENING FOR EACH 10 CFM OF
OUTDOOR AIR, WINDOW IS TO HAVE SCREEN AND SHALL BE
CONTROLLABLE AND SECURABLE.
EXISTING UPPER FLOOR PLAN
22x34: SCALE 1/8" = 11-011
11x17: SCALE 1/16" = 11-011
P'1 r !1 11 / / 11 A
RESUB
Dec 01 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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HALF SCALE l lxl7
FULL SCALE 22x34
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A2.1
19'-5" i _ 25'-11211
PLAN KEYNOTES LEGEND
0 EXISTING WALL TO REMAIN
1. POST ABOVE
EXISTING SUN ROOM TO BE INFILLED
2. EXISTING POINT LOAD FROM POST ABOVE, NEW EXTERIOR 2X6 WALL. SEE DETAILS 1/A5,1 & 3/A5.1
CONTRACTOR TO VERIFY DIRECT LOAD PATH TO FOR FRAMING AND INSULATION DETAILS.
BEAM BELOW. IF ADEQUATE FOUNDATION IS NOT
PRESENT PROVIDE 24" SQ X 8" THICK FOOTING ■ ■ EXISTING BEAM
REINF. WITH I2J #4 EACH WAY. SEE 4/A5,1 FOR
BALANCE OF INFO. _ _ _ _ = EXISTING STRUCTURE TO BE REMOVED
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THIS SHEET FOR BALANCE OF INFORMATION
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GENERAL NOTES
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OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK
COMMENCING,
B. CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND
EXISTING SHEAR / BRACED WALL LOCATIONS BEFORE REMOVING
ANY WALLS, STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD
BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING
INSPECTOR, YEN DESIGN IS TO BE CONTACTED IF ACTUAL
EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS
AFTER CEILING WALL COVERINGS ARE REMOVED,
C. SEE SHEET A1,1 FOR COMMON CODE REQUIREMENTS.
D. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL
LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO
SLEEPING AREAS,
E. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF
THE DWELLING AND WITHIN EACH SLEEPING AREA. DIRECT
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REQUIREMENTS PER THE LOCAL JURISDICTION. CONTRACTOR MAY
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J. DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 3" OFF WALL
OR ON CENTER, AS APPROPRIATE.
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Dec 01 2020
CITY OF EDMONDS SHEET
DEVELOPMENT SERVICES
DEPARTMENT A2.2
STRUCTURAL ELEMENTS ARE FOR REFERENCE
ONLY, IF DISCREPANCES OCCUR STRUCTURAL
DRAWINGS GOVERN DESIGN,
RBC CLIP SPACED @ 24"o/c
BOUNDARY NAILING
FULL DEPTH BLKG
ROOF DRIP EDGE FLASHING TO
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1x8 FASCIA
HEADER PER PLAN
FIN. GRADE
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ROOF SHEATHING
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R-38 CLOSED CELL SPRAY FOAM,
UNVENTILATED ROOFI
LIVING SPACE
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RESUB
Dec 01 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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JOB NO. 20-242
HALF SCALE llxl7
FULL SCALE 22x34
SHEET
A4.1
SCALE: 1 "=1'-0"
OPENING
TYP. OPENING FRAMING
SCALE: 1 /2"=1'-0"
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PLAN
OPTIONAL 2X TO
MATCH WALL TYPE
STUD WALL
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QTY PER HEADER
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NAIL TO KING STUD
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R-21 BATT
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SCALE: 1 "=1'-0"
HEADER
DOUBLE TOP PLATE
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2x STUDS PER
BUILDING SECTION
R-21 BATT INSULATION
LIVING SPA(
WALL SHEATHING
PER PLAN
SIDING & MOISTURE
BARRIER
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SCALE: 1 "=1'-0"
GENERAL NOTES
SPREAD FOOTING
1211 WIDE x 611 TALL SPREAD FOOTING w/ j2)44 LONGITUDINAL BARS.
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611o/c DIAPHRAGM NAILING AND 1211o/c FIELD NAILING. PLYWOOD SHALL BE
LAID UP WITH FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS BELOW
AND END JOINTS SHALL BE STAGGERED,
WALL SHEATHING
7/1611 APA RATED SHEATHING OR CDX PLYWOOD OR OSB w/ 8d @ 611o/c
PANEL EDGE NAILING AND 1211o/c FIELD NAILING
ROOF SHEATHING YEN DESIGN INC.
7/16" APA RATED SHEATHING OR CDX PLYWOOD OR OSB w/ 8d @ 611o/c
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UP WITH FACE GRAIN PERPENDICULAR TO FRAMING MEMBERS BELOW AND
END JOINTS SHALL BE STAGGERED. 1 206.432. 1111
RESUB
Dec 01 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
WWW.YENDES.COM
APPROVAL STAMP
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