REV1 APPROVED BLD BLD2022-0877+Architectural_Plan+5.9.2023_3.40.27_PM+35348552_
3.
4.
5
6.
7.
REVISED PLAN APPROVED
CITY OF EDMONDS BUILDING DIVISION
ZPE516N LOAP5
GODE5
2015 I.R.G. WITH WA51HINGTON STATE AMENDMENTS.
2018 WASHINGTON STATE ENERGY CODE
LIVE LOAD5
• ROOF: 25 PSF (SNOW)
• FLOORS: 40 PSF
• 5LEEPIN6 ROOMS AND HABITABLE ATTICS: 30 PSF
• ATTIC WITH LIGHT STORAGE: 20 PSF
• ATTIC WITHOUT STORAGE: 10 PSF
+ STAIRS: THE GREATER OF 40 P5F OR CONCENTRATED
LOAD OF BOO LBS PER 4 SQUARE INCHES
• DECKS AND BALCONIES: 60 P5F
r GUARD AND HANDRAILS: HORIZ 2OO# PT. LOAD AT TOP
• GUARDRAIL IN -FILL COMPONENTS: 50 L65 PER 50 FT
• BASIC WIND SPEED: 85 MPH, EXPOSURE B (U.N.O.)
+ SEISMIC, ZONE: USE GROUP 1, DE516N CATEGORY D2
501L
*SOIL BEARING CAPACITY A55UMED AT 1500 PSF IN PLANS
OR PER REPORT BY QUALIFIED SOILS ENGINEER.
• EARTH PRESSURE ASSUMED AT 60 PGF EQUIVALENT FLUID
PRESSURE FOR BASEMENT WALLS AND 30 PGF FOR
CANTILEVER RETAINING WALLS.
CONCRETE
• 3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS,
WHERE PLACEMENT 15 EXPOSED TO WEATHER, GARAGE
AND CARPORT SLABS, PORCHES, STEPS AND RETAINING
WALLS (TABLE R402.2.).
r 2500 PSI MINIMUM AT OTHER CONCRETE, NOT EXPOSED
TO WEATHER.
• EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED NOT
LF55 THAN 596 OR MORE THAN '1%.
• MIX REQUIREMENTS: 5-1/2 SACK CEMENT PER GU YD,
WITH MAXIMUM OF 6 GAL. WATER PER SACK.
MAXIMUM SLUMP 4", MAXIMUM AGGREGATE 51ZE 1-1/2"
REINFORCING STEEL
• A5TM A-615 GRADE bO FOR 5EISMIC 'O'
FRAMING LUMBER (UNLESS NOTED OTHERWISE)
PLATES HF #2 (P.T. AT CONC)
MUD5ILL.S ON GONG P.T. HF #2
STUDS HF "STUD GRADE"
JOISTS AND RAFTERS HF #2
HEADER5 OF #2.
POSTS AND BEAMS OF #1
GLU-LAM BEAMS (SIMPLE SPAN) 24F-V4
GLU-LAM BEAMS(OVERHANGIN(5) 24F V6
DECK JOI5T5 AND LEDGERS P.T. OF #2
DECK BEAMS P.T. OF #1
MA50NRY
• MORTAR: TYPE 5, 1 PC, 1/2 LIME PUTTY, 4 SAND.
GRADE 40 STEEL
GENERAL NOTES
CONTRACTOR SHALL VERIFY ALL EXISTING 517E CONDITION5
FOR COMPLIANCE WITH PLANS AND SPECIFICATIONS. 51TE
CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED
5ETBAGKS AND IF APPLICABLE, THE DIMENSIONS OF EXISTING
STRUCTURES AND THEIR STRUCTURAL AND MECHANICAL
COMPONENTS. THIS OFFICE SHALL BE NOTIFIED PRIOR TO
CONSTRUCTION OF DISCREPANCIES, AMBIGUITIES OR
OMISSIONS IN THE PLANS.
WRITTEN DIMENSIONS TAKE PRECEDENCE OVER DRAINING
SCALE. DETAILS TAKE PRECEDENCE OVER PLAN AND
ELEVATION VIEW5.
ALL HORKMAN5HIP, MATERIALS AND INSTALLED PRODUCTS
SHALL MEET OR EXCEED THE ACCEPTED INDUSTRY
STANDARDS AND SHALL MEET OR EXCEED THE MINIMUM
REQUIREMENTS OF THE CURRENT CODE IN FORGE AND ALL
APPLICABLE LOCAL CODES, WHIGH TAKE PRECEDENCE OVER
NOTES, SPECIFICATIONS AND DRA NING5.
UNLE55 A PROFESSIONAL SURVEY ACCOMPANIES THE PLANS,
THE PLOT PLAN WAS DRAWN FROM GENERAL SITE LANDMARKS
AND I5 NOT TO BE CONSTRUED AS, A PROFESSIONAL SURVEY.
THE. CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR
MAINTAINING REQUIRED ZONING SETBACKS OR SHALL, AT THEIR
DISCRETION, REQUEST THE OWNER TO PROVIDE A
PROFESSIONAL SURVEY TO DETERMINE 5ETBAGK5 AND/OR
OTHER ZONING RESTRICTIONS.
THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS
AND INSPECTIONS AND SHALL NOTIFY THIS OFFICE, PRIOR TO
CONSTRUCTION, OF ANY RF-VI51ONS OR ADDED REQUIREMENTS
REQUESTED BY THE BUILDING OFFICIAL HAVING JURISDICTION.
THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL
REQUIRED OPEEWN65 IN FLOORS, WALLS AND ROOF WITH
PROPOSED MECHANICAL, PLUMBING AND ELEGTRIGAL WORK.
PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER
MANUFACTURER'S RECOMMENDATIONS.
THESE DRANINGS ARE INSTRUMENTS OF SERVICE AND ARE THE
PROPERTY OF THE ARCHITECT. PROTECTED UNDER COMMON
LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING
COPYRIGHT, REPRODUCTION OR USE OF THESE SERVICE
DOCUMENTS BEYOND THE SCOPE OF THIS PROJECT 15
PROHIBITED WITHOUT PERMISSION IN WRITING FROM THE
ARCHITECT.
■ e o owing ocumen a Ion s a e- a a on ■
ALL WORK SUBJECT OBTAIN ELECTRICAL :site for the building inspector: ;
TO FIELD PERMIT FROM
INSPECTION FOR STATE LABOR : ❑COE APPROVED ARCHITECTURAL PLAN SET =
CODE COMPLIANCE INDUSTRIES : ❑ COE APPROVED STRUCTURAL PLAN SET
■
❑ COE REVIEWED CALCULATION PACKET :
. ❑ ENERGY CREDIT WORKSHEET
❑SITE PLAN ■
❑ CIVIL PLAN
■ Approved set of plans dated 10/13/2022!
:o
■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■
1...............................................
GENERAL GON5TRUGTION NOTE5
Uf
A. 51TE G9NDITI0N5 AND 51TE WORK
❑
G. N/ENTILATION AND AGGE55
❑
0. TRU55E5
1,
IF SOIL CONDITION5 ENCOUNTERED UPON EXCAVATION DIFFER
1.
VENTILATE CRAWL SPACES AND OVERHANGING FLOORS WITH
1.
PRE -FABRICATED TRUSSES SHALL BE DESIGNED BY A
FROM THE SOIL BEARING CAPACITY OUTLINED UNDER "DESIGN
SCREENED OPENINGS NOT IE55 THAN 1 50. FT. N-T CLEAR
WASHINGTON STATE LIGENBFP STRUCTURAL ENGINEER AND IN
LOAD5% OR IF EXCESSIVE GROUND WATER 15 PRESENT,
AREA FOR EACH 300 50. FT. OF UNDER FLOOR APEA.
ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT
CONTACT THIS OFFICE BEFORE PROCEEDING.
DISTRIBUTE OPENINC75 APPROXIMATELY EQUAL ALONG THE
COMPLETE SHOP DRAWINGS WITH ENGINEER'S SEAL FOR
ALL FOOTIN65 SHALL EXTEND TO BELOW THE FR05T LINE AND
LENGTH OF AT LEAST TWO OPPOSITE SIDES AND ONE OPENING
APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE
SHALL BEAR ON UNDISTURBED, NATIVE SOIL.
WITHIN 3 FT OF EVERY CORNER.
STAMPED BY AN APPROVED MANUFACTURER OR BY A QUALITY
2.
DO NOT BAGKFILL UNTIL WALLS HAVE BEEN ADEQUATELY
COVER WITH 1/4" CORROSION-RES15TANT WIRE MASH AT
CONTROL AGENCY SUCH AS Y%&6HINGTON WOOD TRU55
BRACED OR HAVE BEEN PE516NF-P TO RESIST LATERAL EARTH
GRAVgL SPACE OPENINGS.
FABRICATORS COUNCIL.
PRESSURE. BAGKFILL MATERIAL SHALL BE GLEAN 'PERMEABLE
2.
PROVIDE 18" X 24" MIN. CLEAR ACCESS THRU FLOOR OR 16" X
2.
CONTRACTOR TO VERIFY SPANS, PRIOR TO FABRICATION.
AND FREE OF ORGANIC MATERIALS.
24" THROUGH WALL TO UNDER FLOOR AREAS.
3.
APPROVED HANGERS MUST BE USED AT ALL GONNEGTIONS OF
3.
INSTALL A 4 INCH DIAMETER PERFORATED PERIMETER DRAIN5
3.
VENTILATE ATTIC SPACES WITH NET CLEAR AREA 5GUAL TO
RAFTERS, JACKS, OR HIP TRU55E5 TO A MAIN GIRDER TRU55.
IN ONE. GU. FT. OF DRAIN GRAVEL PER LINEAL FT. WITH FILTER
1/150TH OF THE ATTIC AREA, EXCEPT THE NET AR A MAY BE
NON -BEARING PARTITIONS BELOW TRU55E5 SHALL BE
FABRIC, OVER. PROVIDE SEPARATE DONN5POUT AND SEALED
1/300TH, PROVIDED 50% TO 80% 15 56" ABOVE EAVES, WITH
SEPARATED FROM TRU55 WITH 51MP50N STG CLIPS.
SURFACE DRAINAGE AND/OR RETENTION SYSTEM AS REQUIRED
THE BALANCE IN THE EAVES.
4.
TRU55E5 SHALL BE BRACED TO PREVENT ROTATION AND
BY LOCAL CODE.
3.
WHEN A 30" OR MORE CLEAR ATTIC HEIGHT EXISTS FROM THE
PROVIDE LATERAL STABILITY AND INSTALLED IN ACCORDANCE
TOP OF CEILING J015TS TO UNDERSIDE OF ROOF AND A 30+
WITH THE INDIVIDUAL TRUSS DESIGN PROVIDED BY THE
Uf
$. CONCRETE
50 FT AREA, PROVIDE AN ACGE551BLE PANEL 27 X 30", WITH
MANUFACTURER.
50" CLEAR HEIGHT ABOVE. PROVIDE INSULATION RETAINER, R-
1.
CENTER ALL P05T FOOTINGS UNLESS NOTED AND PROVIDE 2
4Gi BATT AND WEATHER-STRIP.
❑
P. SKYLIGHTS
INCH PLINTH5 ADJACENT SLABS, 8 INCH PLINTHS AT OPEN
EARTH (6 INCH IF POST IS PRESSURE TREATED), AND INSTALL
Ed
H. 5AFETY GLAZING
1.
GLAZING SHALL BE INSULATED, FULLY TEMPERED, OR
SILL PLATE5 AT LEAST 6 INCHES ABOVE FIN15HEP GRADE OR 2
LAMINATED GLASS PER SPECS.
INCHES ABOVE SLABS. DAMP-PROOF EXTERIOR OF BASEMENT
1.
TEMPERED SAFETY GLASS SHALL BE INSTALLED N
2.
PROVIDE A MINIMUM 4" CURB, FLASHED AND COUNTER
WALLS AND WALL5 RETAINING EARTH ADJACENT
H,AZARDOU5 LOCATIONS AND SUBJECT TO HUMAN IMPACT,
FLASHED AT TOP AND E30TTOM AND STEP -FLASH SIDES.
GRANLSPAGES WITH TWO COATS OF ASPHALTIC EMULSION
GLAZING IN DOORS, GLAZING WITHIN A 24" ARC, OF CLOSED
THE UNIT SHALL HAVE A CONDENSATION GUTTER AT THE
UNLESS A SPECIFIG WATERPROOFING SYSTEM 15 SPECIFIED IN
DOOR, GLAZED AREAS > q 50. FT. WHEN LESS THNN 16"
LOWER END. INSTALL PER MANUFACTURER'5 INSTRUCTIONS,
THE PLANS.
ABOVE A WALKING SURFACE, PER IBCARG R308 4_
INSULATE, FINI5H AND FLARE WELL TO CEILING PER PLANS.
2.
INSTALL STEEL REINFORCING PER A.G.I. STANDARD PRACTICE.
2.
SAFETY GLAZING 15 REQUIRED TO BE PERMANENTLY
SPLICE CORNER AND CONTINUOUS BARS WITH A MIN. OF 30
MARKED PER 113CARG R308.1.
0. EMERGENCY EGRE55
BAR DIAMETERS. MINIMUM BAR CONCRETE COVER 15 3" TO
EARTH, 2" TO WEATHER, 1" TO OTHER.
I. ELECTRICAL
1.
EVERY SLEEPING ROOM, BASEMENT, AND HABITABLE ATTIC
3.
ANCHOR BOLTS TO BE EMBEDED A MINIMUM OF 7 INCHES
SHALL HAVE ONE OPENA13LE EMERGENCY ESCAPE AND
U.N.O., TWO BOLTS MIN. PER PLATE, PLACE WITHIN 12" FROM
1.
ELECTRICAL CONTRACTOR SHALL EVALUATE AND DETERMINE
RESCUE OPENING. THE OPENING SHALL HAVE A MAXIMUM SILL
ENDS BUT NOT LESS THAN -1 DIAMETER5 TO END.
ADEQUACY OF EXISTING AND PROP05ED ELECTRICAL. SERVICE
HEIGHT OF 44' ABOVE THE FLOOR, A NET CLEAR OPENING OF
4,
NEW FOOTING5 SHALL EXTEND TO A DEPTH THAT WILL NOT
AND PROVIDE REQUIRED CIRCUITS AND AMPERAGE PER N.E.G.,
5.7 50. FT., MIN. CLEAR HEIGHT OF 24", MIN. CLEAR WIDTH OF
IMPOSE LOAD5 ON NEW OR EXISTING BASEMENT OR RETAINING
STATE AND LOCAL ENERGY CODES, AND MANUF. SPECS FOR
20" AND SHALL BE OPERABLE FROM THE IN51DE WITHOUT
WALLS UNLESS SPECIFICALLY DETAILED IN THE PLANS.
PROPOSED PRODUCTS, APPLIANCES AND EQUIPMENT.
SPECIAL TOOLS OR KEYS. GRADE FLOOR OPENINGS MAY
5.
TIE NEW FOOTING5 TO EXISTING FOOTINGS AT ALL
INTERSECTIONS WITH A MINIMUM OF TWO #4 PINS AT FOOTING
HAVE NET CLEAR MIN, OPENING OF 5 SQ, FT,
AND TWO #4 PINS AT
Ef
J. MECHANICAL.
WALL. EMBED PINS 4 INCHES MINIMUM IN
EPDXY GROUT.
R. 5MOKE ALARMS/DETECTOR5 AND
1.
WARM AIR FURNACE OR GAS H.W. TANKS SHALL NOT BE
CARBON MONOXIDE ALARM5/DETECTOR5
INSTALLED UNDER 5TAIR5 AND SHALL HAVE PROPER VENTS
Uf
G. LUMBER
AND DIRECT OUTSIDE COMBUSTION AIR PER CODE AND
1.
SMOKE DETECTORS SHALL BE LOCATED IN EACH SLEEPING
1.
FRAMING LUMBER TO BE KILN DRIED TO 1a% M015TURE
2.
MANUFACTURER'S SPECIFICATIONS.
GAS APPLIANCES IN GARAGE= SHALL BE ON A 18" Fr_-H
AREA AND CENTRALLY LOCATED IN THE CORRIDOR OR AREA
GIVING ACCESS TO EACH SLEEPING AREA. WHERE AN ACCESS
CONTENT, GRADED PER STD. GRADING RULES PER
PLATFORM. IF APPLIANCE 15 IN LINE OF VEHICLE TRAFFIC,
CORRIDOR OPENS INTO A ROOM WITH A CEILING QO" OR
H.C.L.I.B. OR N.W.P,A. AS APPLICABLE. PROVIDE GRADE
PROVIDE A 3" 1) CONC FILLED STEEL BOLLARD.
HIGHER THAN THE CORRIDOR, OR HAS A DOOR, A DETECTOR
AND SPECIES AS, PER FRAMING PLANS, GENERAL NOTES,
AND DE516N LOAD CHART.
3.
AIR DUGT5 PENETRATING GARAGE TO HOUSE 5EPARATION
SHALL BE PLACED IN EACH. DWELLINGS IN" MORE THAN ONE
2.
BILL PLATES, DECK SUB-5TRUGTURE5, P05T5 AND BEAM5
4.
SHALL BE 26 GAUGE MIN. OR HAVE APPROVED DAMPERS.
DUCTING TO MEET MECHANICAL 5TD5 AND SYSTEMS ARE TO BE
STORY OR WITH A BASEMENT SHALL HAVE A DETECTOR
INSTALLED AT EACH LEVEL AND IN PROXIMITY THE
EXPOSED TO WEATHER AND WOOD IN CONTACT WITH
CONCRETE SHALL BE PRESSURE TREATED WITH AN
BALANCED. CONTRACTOR SHALL PROVIDE MEGH/-NIGAL
DUCTING, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND
N
5TAIR5. ALL SMOKE DETECTORS SHALL BE INTERCONNECTED
HALL
AND AUDIBLE IN EVERY BEDROOM WITH THEIR DOORS CLOSED.
3.
APPROVED PRESERVATIVE.
GLU-LAM BEAMS SHALL BEAR AN A.I.T.C. INSPECTION
5.
MANUFACTURER'S DATA ON EQUIPMENT EFFICIENCY.
BATHROOMS, LAUNDRY ROOMS, KITCHENS AND SPA ROOMS
AN INTERCONNECTED HEAT V=CTOR/A.LARM SHALL BE
INSTALLED CENTRALLY IN NF-YV ATTACHED GARAGES.
STAMP AND SHALL BE "ARCHITECTURAL GRADE" WHERE
SHALL HAVE MECHANICAL EXHAUST, IN INSULATED, RIGID
EXPOSED TO VIEW OR PER SPEG5.
DUCTING TO EXTERIOR, WITH A BAGKDRAFT DAMF�, CAPABLE
2,
SMOKE DETECTORS IN NEW CONSTRUCTION SHALL BE DIRECT
OF 5 AIR CHANGES PER HOUR.
WIRED TO BUILDING POWER WITHOUT A DISCONNECT SNITCH
Ud
D. FRAMING
6.
DRYER 'EQUIVALENT EXHAUST DUCT LENGTH 15 TO BE POSTED
OTHER THAN FOR OVERCURRENT PROTECTION AND MUST HAVE
1,
COLUMNS AND POSTS SHALL BE FRAMED TO TRUE END
7.
WITHIN 6 FT OF DUCT CONNEGTION.
RANGEHOODS IN EXCE55 OF 400 GFM SHALL HAVE AUTO -
BATTERY BACK-UP.
BEARINGS WITH ADEQUATE ANCHORS AT TOP AND BOTTOM TO
CONTROLLED OUTSIDE MAKE-UP AIR.
3.
CARBON MONOXIDE ALARMS SHALL BE DIRECT WIRED AND
PREVEENT UPLIFT AID DISPLACEMENT.
PROVIDE LATERAL
INSTALLED OUTSIDE AND IN THE IMMEDIATE VICINITY OF
2.
SUPPORT FOR BEAMS, RAFTERS, AND
K. PLUMBING
SLEEPING AREAS AND ONE ON EACH HOUSE LEVEL AND
JOISTS PER IRS R502.7 AND PROVIDE TEMPORARY BRACING
INTERCONNECTED WITH SMOKE ALARMS.
AS, REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND
STIFFENERS ARE INSTALLED. HOLES AND NOTCHES PER R502.8
1.
PLUMBING CONTRACTOR SHALL SIZE ALL LINES, VENTS,
INTERCONNECTION MAY USE WIRELESS TECHNOLOGY.
3,
PROVIDE A MINIMUM JOIST BEARING OF 1•-1/2" ON WOOD, 3" ON
CONCRETE. WOOD
2.
FLONAIR6AS, AND GCOMP UTS PER GORE.
FLOW RATES COMPLY WITH CURRENT CODE
Cd
5. SECURITY
ENTERING CONCRETE OR MA50NRY SHALL
TOILETS: 1.b OFF (MAX), SHOWERS: 2.5 GPM (MAX],
F
4.
HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END.
MULTI 2X BUILT-UP BEAMS SHALL BE SPIKED TOGETHER.
A
LA,/ATORIE5/FAIUGET: 2.5 GPM (MAX).
1.
PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A
UNLESS NOTED, USE 1 O.C..C. S
NAILS AT 12" STAGGERED.
E
5•
HOT WATER TANKS SHALL BE 51ZED BY INDUSTRY 5TD5
FOR PROP05E D USE AND BE LABELED NAECA APPROVED.
MINIMUM 1/2" THROW DEAD BOLT WITH LOCKS OPERABLE
WITHOUT SPECIAL KNOWLEDGE, KEYS OR EFFORT.
5.
SOLID BLOCK W/ 2X AT MIDPOINT OF OVER FEET,
BELOW BEARING PARTITION5 PERPENDICULAR TO JOI5T5 AND
4•
HOT YVATER TANKS REQUIRE DUAL (HIGH AND LOLL) SEISMIC
2,
PROVIDE AN OBSERVATION PORT @ 54"-•6b" ABOVE THE
RAFTERS AT SUPPORTS. DOUBLE JOISTS UNDER PARALLEL
STRAPS SECURED TO STUDS, EXPANSION TANK, AND A
PRESSURE RELIEF VALVE (PLUMBED TO EXTERIOR).
FLOOR AT SOLID, UNGLAZED ENTRY DOORS.
BEARING PARTITIONS AND UNDER WINDOW CRIPPLES AT
6.
OVERHANGING FLOORS.
FIRESTOP AND DRAFT5TOP TO GUT OFF ALL CONCEALED
T. GARAGE / DWELLING SEPARATION
L. MOISTURE CONTROL
HORIZONTAL AND VERTICAL OPENINGS AT CEILINGS, FLOORS,
AND ATTLG. PROVIDE VERTICAL FIRE5TOP5 AT 10'
HORIZONTAL INTERVALS AT WALL FURRING VOIDS.
1.
SHOWERS SHALL HAVE A NON -ABSORBENT SURFACE TO A
HEIGHT OF 72 INCHES ABOVE FLOOR.
1.
GARAGED DWELLING SEPARATION SHALL A(5E SIT OF
FIRETAPIED 1/2" GHB, APPLIED TO THE GARAGE SIDE OF ALL
FIRESTOP TOP, BOTTOM AND SIDES OF STAIRS WITH 2x
2.
PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR
GARAGE 5URFACF-5 ADJOINING DWELLING'S LIVING, ATTIC AND
CRAWL SPACES.
NOMINAL LUMBER.
UNITS BEHIND TILE AT 5HOWER SURROUNDS. TILE SHOWERS
2.
DOORS FROM GARAGE TO DWELLING SHALL BE 1•-3/8"t THICK,
WITH A SITE -BUILT PAN SHALL BE FILLED AND LEAK TESTED
FOR 12 HOURS. PROVIDE MILDEW RE515TANT CAULK AT ALL
SOLID GORE, AND TIGHT FITTING.
GARAGE CEILINGS COMPOSED
Uf
E. METAL GONNECTOR5
TILE ACCESSORIES.
3.
OF 2Xr SOLID JOISTS AND
SUPPORTING HABITABLE SPACE ABOVE, SHALL HAVE ONE
L HAVE
1.
ALL METAL CONNECTORS SHALL BE "SIMPSON" OR AN
LAYER OF FIRETAPED 5/8" TYPE "X" GNB. ALL GARAGE POSTS,
APPROVED EQUIVALENT.
M. BATH SAFETY
BEAMS, AND WALLS SUPPORTING HABITABLE SPACE SHALL
2.
FRAME NAILING SHALL COMPLY WITH IBCARG R602.3.(1) (2)
HAVE ONE LAYER OF FIRETAPED 1/2" GWB. GARAGE CEILINGS
UNLF-55 NOTED OTHERWISE ON FRAMING PUNS OR
1.
HINGED &HONER DOORS SHALL OPEN OUTWARD. i.00R5
COMPOSED OF I JOI5T5, WITH HABITABLE SPACE ABOVE, SHALL
5HEARI^LALL SCHEDULE. ALL NAILS SHALL BE COMMON WIRE
AND SHOWER ENCLOSURES SHALL BE FULLY TEMPERED OR
HAVE TWO LAYERS OF FIRETAPED 1/2", TYPE "X", GWB MIN,
NAILS U.N.O.
LAMINATED SAFETY GLASS, MINIMUM THICKNE55 = 1/5"
4.
AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 GAUGE
3.
USE GUT NA5HER5 AT BOLTED CONNECTIONS.
TEMPERED, 1/4" LAMINATED.
MINIMUM OR HAVE AN APPROVED DAMPER.
ANCHOR BDLT WASHERS TO BE SQUARE 3" x 3" x 1/4".
2.
FLOOR TILES AT 5HOWERS AND NET AREAS SHALL BE
CONNECTORS EXPOSED TO HEATHER SHALL BE GALVANIZED
5KID-RE515TANT. PROVIDE SECURE BLOCKING FOR ALL
❑
U. 5TAIR5 AND GUARDRAILS
OR HAVE APPROVED COATING. ROOFING SHALL BE FASTENED
GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 500
WITH CORR051OWRE515TAN7 FASTENERS.
LB. IMPACT LOAD.
1.
STAIRWAYS SHALL HAVE A MIN. NIDTH OF 36", A RISER HEIGHT
4.
AC-0-0 and D TREATED WOOD (ALKALINE COPPER QUAT)
OF 7-3/4" MAX., A MIN. TREAD LENGTH OF 10", AND 5/5"
REQUIRES CORROSION PROTECTED FASTENERS, 5OLT5, AND
"ZMAX"
❑
N. FACTORY BUILT FIREPLACES /STOVES
MAXIMUM VARIATIONS. A TREAD NOSING OF 3/4" TO 1-1/4" 15
HARDWARE SUCH A5 SIMPSON OR HOG (HOT PIPPED
REQUIRED ON 5TAIRHAY5 WITH SOLID RISERS UNLESS TREAD
f
GALVANIZED) OR 55T300 (STAINLESS STEEL).
1.
UNITS SHALL BE U.L. LISTED PER UL127, AND INSTALLED PER
DEPTH 15 11" OR GREATER.
MANUFACTURER'S RECOMMENDATIONS AND REQU„FED
2.
HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF
®/
F. FLYWOOD AND DIAPHRAGM NAILING
CLEARANCES.
FLIGHTS WITH 4 OR MORE RISERS.
2.
UNITS SHALL HAVE TIGHT -PITTING 6LA55 OR METAL DOORS,
3.
HANDRAIL5 SHALL BE PLACED 54' TO 35" ABOVE THE N051N65
1.
ALL STRUCTURAL PLYWOOD SHALL HAVE A GRADING
READILY ACCESSIBLE CONTROLS TO A TIGHT FITTING FLUE
AND SPACED 1-1/2" MIN. OFF WALL WITH A 1-1/2" TO 2"
STAMP OF APA AND NAIL PER IBC/ERG 602.3.(1),(2).
DAMPER, 6 INCH DIAMETER OUTSIDE COMBUSTION AIR DUCT TO
DIAMETER, SMOOTH GRASP AND AT NEWEL OR 1-1/4" RETURN
2.
PROVIDE DIAPHRAGM 5HEATHIN6 AND NAILING: (U.N.O.)
FIRE BOX, AND A 3/8 INCH THICK MIN. NON-COMB�J5TIBLE
AT ENDS.
FLOOR SHEATHING SHALL BE 5/4" T&G G-D-EXT-APA
HEARTH EXTENSION THAT 15 READILY D15TINGUf5HABLE FROM
4.
PROVIDE SO" MIN. CLEAR HEADROOM ABOVE N051NGS.
PLYWOOD WITH EXT GLUE, PI: 32/16, GLUE AND NAIL
SURROUNDING FLOOR.
5.
AREAS 30" ABOVE GRADE (WITHIN 3 FT) OR ADJACENT FLOORS
10d AT 6" O.G. EDGES, 10" D.G. FIELD.
3.
PROVIDE CHIMNEY SIZE AND CLEARANCES PER GORE AND
PROVIDE GUARDRAILS WITH A MINIMUM HEIGHT OF 36" AND
ROOF SHEATHING SHALL. BE 15/32" GD-INT-APA PLYWOOD
MANUF. SPECS FOR INSTALLATION OF SOLID FUEL BURNING
INTERMEDIATE BALUSTERS OR RAIL5 SPACED 50 THAT A 4"
WITH EXTERIOR OL�UE PI: 24/O, OR 7/16" 055.
APPLIANCES.
SPHERE CANNOT PASS THROUGH.
NAIL 8d AT 6" O.G. PANEL EDGES, 12" O.G. FIELD.
4.
FIREPLACES KITH GAS COMBUSTION ONLY SHALL BE
6.
ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE
NALL 5HEATHIN6 SHALL BE 15/32" G-D-INT-APA PLYWOOD
INSTALLED PER I.M.G. AND MANUF. 5PEGIFIGATION5.
FIRETAPFJD 1/2" GWB, ON WALLS AND SOFFITS. PROVIDE
WITH EXTERIOR GLUE, Pl: 24/O, OR 7/16" 055.
FIREBLOCKING IN CONGEALED SPACES BETWEEN STAIR
NAIL ad AT 6" O.G. PANEL EDGE5, 12" O.G. FIELD.
STRINGERS AT TOP AND BOTTOM OF RUN AND BETWEEN 5TUD5
r""""""""""""""""""""""";
Th f II ' d t t' h II b 'I bI
ALONG AND IN LINE WITH RUN OF 5TAIR5.
REVISION
May 10 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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REVISIONS
2
BUILDING OFFICIAL
May 25 2023
APPROVED DATE
APPROVED
PLANS MUST BE
ON JOB SITE
B L D2022-0877
TABLE R402.1.1
INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENTe
SECTION R406
ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS
K5Z.-C. 2015 F=)iITION
RESIVENTIAL.
R402.2 Specific insulation requirements. In addition to the requirements of Section R402.1, insulation
shall meet the specific requirements of Sections R402.2.1 through R402.2.1 1.
R402.2.1 Ceilings with attic spaces. Where Section R402.1.1 would require R-49 in the ceiling,
Installing R-38 over 100 percent of the ceiling area requiring insulation shall be deemed to satisfy the
requirement for R-49 wherever the full height of uncompressed R-38 insulation extends over the wall
top plate at the eaves. This reduction shall not apply to the U-factor alternative approach in Section
R402.1.3 and the total UA alternative in Section R402.1.4.
R402.2.1.1 Loose Insulation In attic spaces. Open -blown or poured loose fill insulation may be
used In attic spaces where the slope of the ceiling is not more than 3 feet in 12 and there is at least
30 inches of clear distance from the top of the bottom chord of the truss or ceiling joist to the
underside of the sheathing at the roof ridge.
R402.2.2 Reserved.
R402.2.3 Eave baffle. For air permeable insulations in vented attics, a baffle shall be installed adjacent
to soffit and eave vents. Baffles shall maintain an opening equal to or greater than the size of the vent.
The baffle shall extend over the top of the attic insulation. The baffle shall be permitted to be any solid
material.
R402.2.4 Access hatches and doors. Access doors from conditioned spaces to unconditioned spaces
(e.g., attics and crawl spaces) shall be weatherstripped and insulated to a level equivalent to the
insulation on the surrounding surfaces. Access shall be provided to all equipment that prevents
damaging or compressing the insulation. A wood framed or equivalent baffle or retainer is required to
be provided when loose fill insulation is installed, the purpose of which is to prevent the loose fill
insulation from spilling into the living space when the attic access is opened, and to provide a
permanent means of maintaining the installed R-value of the loose fill Insulation.
Exception: Vertical doors that provide access from conditioned to unconditioned spaces shall be
permitted to meet the fenestration requirements of Table R402.1.1.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage
rate of not exceeding 5 air changes per hour. Testing shall be conducted with a blower door at a
pressure of 0.2 inches w.g. (50 Pascals). For this test only, the volume of the home shall be the
conditioned floor area in ft2 (m2) multiplied by 8.5 feet (2.6 m). Where required by the code 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 code official. Testing shall be
performed at any time after creation of all penetrations of the building thermal envelope. Once visual
inspection has confirmed sealing (see Table R402.4.1.1), operable windows and doors manufactured
by small buslness shall be permitted to be sealed off at the frame prior to the test.
Exception: For dwelling units that are accessed directly from the outdoors, other than detached
one family dwellings and townhouses, an air leakage rate not exceeding 0.4 cfm per square foot of
the dwelling unit enclosure area shall be an allowable alternative. Testing shall be conducted with a
blower door at a pressure of 0.2 Inches w.g. (50 Pascals) in accordance with RESNETIICC 380,
ASTM E779 or ASTM E1827. For the purpose of this test only, enclosure area to be calculated as
the perimeter of the dwelling -unit, measured to the outside face of the exterior walls, and the
centerline of party walls, times 8.5 feet, plus the ceiling and floor area. Doors and windows of
adjacent dwelling units (including top and bottom units) shall be open to the outside during the test.
This exception Is not permitted for dwelling units that are accessed from corridors or other enclosed
common areas.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond
the intended weatherstripping or other Infiltration control measures.
2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed,
but not sealed beyond intended Infiltration control measures.
3. interior doors, If installed at the time of the test, shall be open, access hatches to conditioned
crawl spaces and conditioned attics shall be open.
4. Exterior or interior terminations for continuous ventilation systems and heat recovery ventilators
shall be sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
Exceptions:
1. Additions less than 500 square feet of conditioned floor area.
2. Additions tested with the existing home having a combined maximum air leakage rate of 7
air changes per hour. To qualify for this exception, the date of construction of the existing
house must be prior to the 2009 Washington State Energy Code.
R402.4.2 Fireplaces. New wood -burning fireplaces shall have tight -fitting flue dampers or doors and
outdoor combustion air. When using tight -fitting doors on factory -built fireplaces listed and labeled in
accordance with UL 127, the doors shall be tested and listed for the fireplace. When using tight -fitting
doors on masonry fireplaces, the doors shall be listed and labeled in accordance with UL 907.
R402.4.2.1 Gas fireplace efficiency. All gas fireplace heaters rated to ANSI Z21.88 shall be listed
and labeled with a fireplace efficiency (FE) rating of 50 percent or greater in accordance with CSA
P.4.1. Vented gas fireplaces (decorative appliances) certified to ANSI Z21.50 shall be listed and
labeled, including their FE ratings, in accordance with CSA P.4.1.
R402.4.4 Combustion air openings. Where open combustion air ducts provide combustion air to open
combustion, space conditioning fuel burning appliances, the appliances and combustion air openings
shall be located outside of the building thermal envelope, or enclosed in a room isolated from inside the
thermal envelope. Such rooms shall be sealed and insulated in accordance with the envelope
requirements of Table R402.1.1, where the walls, floors and ceilings shall meet the minimum of the
below -grade wall R-value requirement. The door Into the room shall be fully gasketed and any water
lines and ducts in the room Insulated In accordance with Section R403. The combustion air duct shall
be insulated where It passes through conditioned space to a minimum of R-8.
Exceptions:
1. Direct vent appliances with both intake and exhaust pipes installed continuous to the outside.
2. Fireplaces and stoves complying with Section R402.4.2 and Section R1006 of the International
Residential Code.
R402.4.5 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be
Type iC-rated and certified under ASTM E283 as having an air leakage rate not more than 2.0 cfm
(0.944 Us) when tested at a 1.57 psf (75 Pa) pressure differential and shall have a label attached
showing compliance with this test method. All recessed luminaires shall be sealed with a gasket or
caulk between the housing and the Interior wall or ceiling covering.
>;LI14lP►Tlw'zON1 51Af1Q IV[AtI�IEl4' s } '
Fonostration U-Factor"
0.30
Skylight6 U-Factor
0.50
Calling R-Value".
49
21 Ent
Wood Frame Wallarh R-Value
Floor R-Value
30
Below-Grade°-h Wall R-value
10/15/21 int + 5TB
Slabd-t R Value & Depth
10, 2 ft
SECTION R502
ADDITIONS
R502.1 General. Additions to an existing building, building system or portion thereof shall conform to the
provisions of this code as those provisions relate to new construction without requiring the unaltered
portion of the existing building or building system to comply with this code. Additions shall not create an
unsafe or hazardous condition or overload existing building systems. An addition shall be deemed to
comply with this code where the addition alone complies, where the existing building and addition comply
with this code as a single building, or where the building with the addition uses no more energy than the
existing building. Additions shall be In accordance with Section R502.1.1 or R502.1.2.
R502.1.1 Prescriptive compliance. Additions shall comply with Sections R502.1.1 .1 through
R502.1.1.4.
R502.1.1.1 Building envelope. New building envelope assemblies that are part of the addition
shall comply with Sections R402.1, R402.2, R402.3.1 through R402.3.5, and R402.4.
Exception: Where nonconditioned space is changed to conditioned space, the building envelope
of the addition shall comply where the UA, as determined in Section R402.1.4, of the existing
building and the addition, and any alterations that are part of the project, is less than or equal to
the UA generated for the existing building.
R502.1.1.2 heating and cooling systems. New heating, cooling and duct systems that are part of
the additio
n
n shall comply with Section R403.
Exception: The following need not comply with the testing requirements of Section R403.3.3:
1. Additions of less than 750 square feet.
2. Duct systems that are documented to have been previously sealed as confirmed through
field verification and diagnostic testing in accordance with procedures in WSU RS-33.
3. Ducts with less than 40 linear feet in unconditioned spaces.
4. Existing duct systems constructed, insulated or sealed with asbestos.
R502.1.1.3 Service hot water systems. New service hot water systems that are part of the
addition shall comply with Section R403.5.
R502.1.1.4 Lighting. New lighting systems that are part of the addition shall comply with Section
404.1.
R502.1.2 Existing plus addition compliance (Simulated Performance Alternative). Where
noncondilioned space is changed to conditioned space the addition shall comply where the annual
energy use of the addition and the existing building, and any alterations that are part of the project, is
less than or equal to the annual energy use of the existing building when modeled in accordance with
Section R405. The addition and any alterations that are part of the project shall comply with Section
R405 In its entirety.
R406.1 Scope. This section establishes additional energy efficiency requirements for all new construction
covered by this code, including additions subject to Section R502 and change of occupancy or use
subject to Section R505 unless specifically exempted in Section R406. Credit from both Sections R406.2
and R406.3 are required.
R406.2 Carbon emission equalization. This section establishes a base equalization between fuels used
to define the equivalent carbon emissions of the options specified. The permit shall define the base fuel
selection to be used and the points specified in Table R406.2 shall be used to modify the requirements in
Section R406.3. The sum of credits from Tables R406.2 and R406.3 shall meet the requirements of
Section R406.3.
R406.3 Additional energy efficiency requirements. Each dwelling unit in a residential building shall
comply with sufficient options from Table R406.2 so as to achieve the following minimum number of
credits:
1. Small Dwelling Unit: ............................................................................................ 3.0 credits
Dwelling units less than 1500 square feet In conditioned floor area with less than 300 square feet of
fenestration area. Additions to existing building greater than 500 square feet of heated floor area but
less than 1500 square feet.
2. Medium Dwelling Unit: .................................................................................. 6.0 credits
Ail dwelling units that are not included in #1, #3 or #4.
3. Large Dwelling Unit: ....................................................................................... 7.0 credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
4. Dwelling units serving R-2 occupancies: ........................................................... 4.5 credits
---i 5. Additions less than or equal to 500 square feet: ................................................ 1.5 credits
The drawings included with the building permit application shall identify which options have been
selected and the point value of each option, regardless of whether separate mechanical, plumbing,
electrical, or other permits are utilized for the project.
2018 Washington State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
:+c s Yj...� ,4.�, .- � ».F�u. �.:.r^•-i'I,t*'H^-•^'tK7`°Yi-arex.
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6; RENEWABLE 'Ei ECIRIC ENERGY.OPTION'
...........
For each 1200 kWh of electrical generation per housing unit provided annually by on -site
wind or solar equipment a 1.0 credit shall be allowed, up to 3 credits. Generation shall be j
calculated as follows:
6.1
For solar electric systems, the design shall be demonstrated to meet this requirement using ;
the National Renewable Energy Laboratory calculator PVWA' Ts or approved alternate by
the code official.
Documentation noting solar access shall be included on the plans. For wind generation 1.0
projects designs shall document annual power generation based on the following factors:
the wind turbine power curve; average annual wind speed at the site; 3
frequehcy distribution of the wind speed at the site and height of the tower.
To qualify to claim this credit, the building permit drawings shall specify the option being J
selected and shall show the photovoltaic or wind turbine equipment type, provide
documentation.of solar and wind access, and include a calculation of the minimum annual j
energy power production..
WINO 0^ ANn EXTERIOR VOOR 5GHEVU1.E
ATTENTION: TH15 SCHEDULE 15 FOR ENERGY CODE GLAZING COMPLIANCE ONLY, AND 15 NOT INTENDED AS PRODUCT ORDERING SPECIFICATIONS.
• SEE WORD ABBREVIATION INDEX ON PAGE 1 • PROVIDE HARDYVARE 4 AGGESSORIE5 PER OWNER.
• CODE LETTER = WINDOWS, CODE NUMBER = DOORS • PROVIDE YVEATHER-STRIPPING FOR EXTERIOR DOORS.
• ONLY THERMAL DOORS ARE LISTED BELOW. • PROVIDE SCREENS FOR VENTING WINDOW5, DOORS AND SKYLIGHTS.
• VERIFY SiZES AND QUANTITIES WITH PLANS. • PROVIDE MANUF. 5TD. MUNTIN 6RILL5 AS SHOWN ON ELEVATIONS.
• SEE ELEVATION5 FOR VENTING I$ CUSTOM SHAPES. - MANUF/ SUPPLIER SHALL PROVIDE CONTRACTOR WITH ROUGH
• SEE FLOOR PLAN FOR ACTIVE DOOR PANELS B 5WING. OPENING REQUIREMENTS AND INSTALLATION INSTRUCTIONS.
NFRG
CODE
UNIT 51ZE
NO.
WIDTH
HEIGHT
50. FT.
DESCRIPTION
FRAME TYPE
GLASS TYPE
AIRSP.
FEATURES
U VAL
U X A
A
3/O X a/6
1
5.00
5.50
10.50
SINGLE HUNG
VINYL
2 GL LOW E, ARG
0.812
0.28
2.94
B
2/6 X 4/0
1
2,50
4,00
10.00
CASEMENT
ViNYL
2 GL LOW E, ARC,
0.512
EGRESS
0.28
2.&0
G
2/6, X 4/0
1
2.50
4.00
10.00
CASEMENT
VINYL
2 GL LOW E, ARG
0.512
0.25
2.80
D
4/0 X 5/0
1
4,00
3.00
12.00
SLIDER XO
VINYL
2 GL LOW E, ARG
0,512
0.28
3.36
E
4/0 X 3/0
1
4.00
5.00
12.00
SLIDER XO
VINYL
2 GL LOW E, ARG
0.512
REPLACE NV T56
0,28
3.36
1
5/0 X 6/5
1
3.00
6.61
21.00
STORE DOOR
riOOD
2 GL LOW E, ARG
0,500
T56
0.28
5.88
2
5/0 X eve
1
5.00
6.6-1
N/A
1-5/5 5G
AOOD
N/A
N/A
D. BOLT, VIEW PT
N/A
5
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1
3,00
6.6-1
N/A
1-5/6 50, 20 MIN
WOOD
N/A
N/A
SELF-01_05ER
N/A
QUANTITY TOTAL: 8
AREA =
15.50 50, FT. TOTAL
UA / AREA = UA AVERAGE =
0.25
UA TOTAL
21.14
WINDOWS: MILGARD VINYL DSL GLAZED WITH LOW E 5UNGOAT MAX, ARGON FILLED
DOOR: SIMPSON #1002 DSL GLAZED LOW E ARGON T56
REVISION
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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ANY EXTERIOR (THERMAL) WILLS OPENED DURING
THE COURSE OF OON5TRUOTION SHALL RECEIVE
INSULATION APPROPRIATE FOR STUD DEPTH
WITHOUT 0OMPRE55ION: 2X4 STUDS = R-15 BATT5,
2X6 STUDS = R-21 BATTS 1
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NEW ADDITION TO FIRST FLOOR UNDER"EXISTING SECOND FLOOR
NEW BASEMENT ATTACHED ACCESSORY DWELLING UNIT (AADU)
NEW LIVING SPACE (COMMON AREA) AT EXISTING GARAGE
FIRST MwOOR PLAN
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• Bedroom: Env! 120v Hardwired Electric Panel Wall Heater LE50121D; Heats up to 150sq ft.
• Bathroom: Env! 120v Hardwired Electric Panel Wall Heater LE5012D; Heats up to 150sq ft.
• Main Living Area: EnviMax120v Hardwired Electric Panel Wall Heater (EM1012D); Heats up to 350 sq 1=T
• Programmable Digital 1 hermostats j l h115-A-1LU5} in me Living, pea, ana U61MMo111.
• Provide 120v 20 amp circuit supporting the heat above.
interconnect alarms for smoke detection
and carbon monoxide on all levels and
in both the main living quarters and the
accessory dwelling unit.
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REVISION
May 10 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
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ALBERT H. GOHEN VESICaN GOMFANYP.S.
330 DAYTON STREET SUITE 6 EDMONDS, WA. 98020
ALBERT HILTON COHEN, ARCHITECT TEL (425) f 16-7373
JEWELL RE5IPENGE
946 MAPLE 5TREET EVMON05, YVA 98020
DOCUMENT OF SERVICE -COPYRIGHT OAHC 2021- UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW.
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4146 MAPLE STREET WMONVS, Wyk 98020
DOCUMENT OF SERVICE -COPYRIGHT BAHC 2021- UNAUTHORIZED REPRODUCTION OR USE IS PROHIBITED AND PROTECTED BY FEDERAL LAW.
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REVISION
May 10 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Y f 2 - 2-2-
REVISIONS
I
SOUTH MwEVATIONN,
SCALE 1/4" = 1'- O"
NORTH ELM\/ATION
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PROVIDE (2) #4 PINS AT YVAI_L
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May 10 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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