APPROVED BLD-RESUB1 BLD2022-1156+Architectural_Plan+9.27.2022_4.44.24_PM+3132386Noiedermeyer/Howell Kitchen Remodel
PROJECT INFORMATION PROJECT SITE VICINITY MAP
PROJECT DESCRIPTION:
Kitchen and powder room update. Relocating washer and drier.
Resizing of one window.
PROJECT ADDRESS:
525 Magnolia Lane
EDMONDS, WA 98026
CONTRACTOR:
CHERMAK CONSTRUCTION INC.
655 EDMONDS WAY
EDMONDS, WA 98020
CONTACT. Malika Imangaliyeva
PHONE OFFICE: 425-776-1367
EMAIL: MALIKA@CHERMAK.COM
LEGAL DESCRIPTION:
SEC 25 TWP 27 RGE 03BEG 466.84FT W & 150FT S OF NE
COR NW14 NW14 TH E 120FT TH N 5 FT TH E 80FT TH S
60FT TH W 90FT TH S 5 FT
PARCEL NUMBER: 27032500203800
SHEET INDEX
LABEL
TITLE
DESCRIPTION
COMMENTS
A001
COVER SHEET
A002
SITE PLAN
A003
GENERAL NOTES
A200
EXISTING FLOOR PLAN
A201
DEMO FLOOR PLAN
A202
PROPOSED FLOOR PLANS
A300
FRAMING FLOOR PLAN
A500
ELECTRICAL
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INTERCONNECTED SMOKE ALARMS AND CO
DETECTORS AREA REQUIREMENT OF THIS
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�R314.4AND R315.5
-------------------
-------------------
SEPARATE PLUMBING PERMIT ,
REQUIRED FOR THIS PROJECT.
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APPROVED OBTAIN ELECTRICAL ALL WORK SUBJECT
PLANS MUST BE PERMIT FROM TO FIELD
ON JOB SITE STATE LABOR & INSPECTION FOR
INDUSTRIES CODE COMPLIANCE
City
Of Edmonds
Building Department
Work
REMODEL
------------------------
Address,
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525 MAGNOLIA LN
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Owner ;
NIEDERMEYER
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Approved Date ;
10/14/2022
Building Official ;
44-1j Nopx Mal
Permit Number;
BLD2022-1156
RESUB
Sep 27 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PAGE SIZE:
11X17
ATE:
9/27/2022
GALE:
SHEET:
A001
SITE PLAN
PROJECT INFORMATION:
PROJECT DESCRIPTION:
Kitchen and powder room update. Relocating washer and drier.
Resizing of one window.
PROJECT ADDRESS
525 Magnolia lane
Edmonds, WA98020
PARCEL NUMBER: 27032500203800
SEC 25 TWP 27 RGE 03BEG 466.84FT W & 150FT S OF NE COR
NW14 NW14 TH E 120FT TH N 5 FT TH E SOFT TH S 60FT TH W
90FT TH S 5 FT
RESIDENTIAL BUILDING CODE: SRC 2018
OCCUPANCY: Single Family Residential
LAND: 5999 SF
HOUSE: 1788 SF
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Sep 27 2022
CITY OF EDMONDS
DEVELOPMENT SERVICES
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ATE:
9/27/2022
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SHEET:
A002
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GENERAL NOTES
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ICC (WITH WASHINGTON STATE AMENDMENTS)-
IRC FOR ONE AND TWO FAMILY DWELLINGS FOR 2018 EDITION`
IBC 2018 EDITION`
WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS 2018 EDITION (WSEC)
DESIGN LOADS
ROOF:25 PSF (SNOW)
FLOORSAO PSF
SLEEPING ROOMS AND HABITABLE ATTICS:30 PSF
ATTIC W ITH LIGHT STORAGE: 20 PSF
ATTIC WITHOUT STORAGE: 10 PSF
STAIRS: THE GREATER OF 60 PSF OR CONCENTRATED
LOAD OF 300 LBS PER 4 SQUARE INCHES
DECKS AND BALCONIES 60 PSF
GUARD AND HANDRAILS: HORIZ 200# PT. LOAD AT TOP
GUARDRAIL IN -FULL COMPONENTS: 50LBS PER SO FT
BASIC WIND SPEED: 85 MPH, EXPOSURE B (U.N.0)
SEISMIC ZONE: USE GROUP 1, DESIGN CATEGORY D2
FRAMING LUMBER:
MEETS REQUIREMENTS OF PS 20-70 AND NATIONAL GRADING RULES FOR SOFTWOOD
DIMENSIONAL LUMBER. BEAR STAMP OF W W PA.
MINIMUM DIMENSIONAL LUMBER GRADES TO BE:
WALL STUDS, 2X, 3X HF "STUD GRADE"
WALL PLATES 2X, 3X HF STANDARD GRADE U.N.O.
JOISTS 2X6 HF #2
JOISTS 2X8 AND UP DF #2
BEAMS AND HEADERS 6X DF #2
BEAMS AND HEADERS,4X DF #2 WWPA
POSTS. 4X, 6X DF #2 U.N.O.
LUMBER NOT NOTED HERE DF #2 U.N.O.
TJITrusJoist Use Weyerhaeuer product or approved equivalent TJ1110, TJ1210,TJ1230, TJ1360,and TJI
560 Featuring silent floor joist for residential applications. Use tables per manufacturer recommendations
for structural applications criterion. MANUFACTURE WARNING: JOISTS ARE UNSTABLE UNTIL
BRACED LATERALLY bracing includes: blocking, hangers, rim board, sheathing, rim joist and trust lines.
recommendations assumed composite action.
Parallam PSL Substitution of glue laminated wood member with a PSL is allowed when using the same
dimensions of beam or column or bigger. Use 2.0E Parallam (Fb = 2900 psi, Fc11=2900 psi, Fc?=-750 psi,
E=2.Ox106 psi) for headers and beams. Use 1.8E Parallam (Fb
= 2400 psi, FCIj=2500 psi, Fc?=750 psi, E=1.Sx106 psi) for columns (minimum).
Microllam LVL:substitution of joists with a LVL is allowed when using the same dimensions of joists. Use
1.9E Microllam (Fb = 2600 psi, Fc1j=2510 psi, Fc?=750 psi, E=1.9xl06 psi).
MASONRY
MORTAR: TYPE S. 1 PC. 1/2 LIME PUTTY, 4 SAND. GRADE 40 STEEL
GENERAL NOTES
CONTRACTOR SHALL VERIFY ALL EXISTING SITE CONDITIONS FOR COMPLIANCE WITH PLANS
AND SPECIFICATIONS SITE CONDITIONS INCLUDE, SOIL, TOPOGRAPHY, REQUIRED SETBACKS
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 DRAWING SCALE. DETAILS TAKE
PRECEDENCE OVER PLAN AND ELEVATION VIEWS.
ALL WORKMANSHIP, 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 FORCE AND ALLAPPLICABLE LOCAL CODES,
WHICH TAKE PRECEDENCE OVER NOTES, SPECIFICATIONS AND DRAWINGS.
WHERE CONSTRUCTION DETAILS ARE NOT SHOWN OR NOTED, THE PROCEDURE SHALL BE
PREFORMED TO STANDARD CONSTRUCTION PRACTICES.
UNLESS A PROFESSIONAL SURVEY ACCOMPANIES THE PLANS.THE PLOT PLAN WAS DRAWN
FROM GENERAL. SITE LANDMARKS AND IS NOT TO BE CONSTRUED AS A PROFESSIONAL
SURVEY THE CONTRACTOR SHALL TAKE FULL RESPONSIBILITY FOR OBTAINING A
PROFESSIONAL SURVEY TO DETERMINE SETBACKS AND/OR OTHER ZONING RESTRICTIONS.
THE CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS AND INSPECTIONS AND SHALL
NOTIFY THIS OFFICE, PRIOR TO CONSTRUCTION OF ANY REVISIONS OR ADDED
REQUIREMENTS REQUESTED BY THE BUILDING OFFICIAL HAVING JURISDICTION.
THE CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF ALL REQUIRED OPENINGS IN
FLOORS. WALLS AND ROOF WITH PROPOSED MECHANICAL, PLUMBING AND ELECTRICAL
WORK. PREFABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S
RECOMMENDATIONS.
THE CONTRACTOR SHALL VERIFY ALL DOOR & WINDOW ROUGH OPENING DIMENSIONS WITH
MANUFACTURER PRIOR TO CONSTRUCTION.
ALL FRAMING ANCHORS, HOLDOWNS, & SHEARWALLS SHALL BE INSPECTED PRIOR TO
COVERING.
ALL GLAZING TO COMPLY WITH WSEC.
WINDOWS SHALL BE INSTALLED AND FLASHED IN ACCORDANCE WITH THE MANUFACTURER'S
WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE
PROVIDED BYTHE MANUFACTURER FOR EACH WINDOW.
CAULK OR WEATHER-STRIP ALL JOINTS AND PENETRATIONS TO HEATING SPACES.
APPROVED NUMBERS (ADDRESS) SHALL BE PROVIDED IN A POSITION TO BE PLAINLY VISIBLE
AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. THESE NUMBERS SHALL
CONTRAST WITH THEIR BACKGROUND. AND SHALL BE A MINIMUM OF 4 INCHES.
EGRESS DOORS SHALL BE READILY OPERABLE WITHOUT THE USE OF A KEY OR SPECIAL
KNOWLEDGE OR EFFORT.
OUTDOOR LIGHTING R502.1.1.4 ADDITIONS: NEW LIGHTING SYSTEMS THATARE PART OF THE
ADDITION SHALL COMPLY WITH SECTION 404.1.
ALTERATIONS: R503.1.4 NEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATIONS SHALL
COMPLY WITH SECTION R404.1. EXCEPTION: ALTERATIONS THAT REPLACE LESS THAN 50 % OF
THE LUMINARIES IN A SPACE, PROVIDED THA SUCH ALTERATIONS DO NOT INCREASE THE
INSTALLED INTERIOR LIGHTING POWER.
EXTERIOR STAIRWAYS AND LANDINGS MUST BE LIGHTED PER R303.8
A PRESSURE REGULATOR, PRECEDED BYA STRAINER SHALL BE READILY ACCESSIBLE, AND
WILL BE REQUIRED ON THE WATER SUPPLY TO THE HOUSE. THIS DEVICE SHALL BE LOCATED
IN THE GARAGE WITH THE BUILDING SHUT OFF VALVE FOR THE WATER PER UPC 608.2.
PROVIDE AN ADEQUATELY SIZED EXPANSION TANK AT THE HOT WATER TANK AS REQUIRED
PER UPC 608.3.
WATER PRESSURE -ABSORBING DEVICES SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO ALL
QUICK -ACTING VALVES [HAMMER ARRESTORS, SHOCKARRESTORS] (CLOTHES WASHERS,
DISHWASHERS, ICE MAKERS ETC.) PER UPC 609.10.
ALL HOTAND COLD WATER PIPING INSTALLED IN UNCONDITIONED SPACES SHALL BE
INSULATED TO R-3 MINIMUM PER UPC SECTION 312.6.
LOTS SHALL BE GRADED SO AS TO DRAIN SURFACE WATER AWAY FROM FOUNDATION WALLS.
THE GRADE SHALL FALLA MINIMUM OF 6 INCHES WITHIN THE FIRST 10 FEET. (SECTION R401.3)
WOOD SIDING, SHEATHING AND WALL FRAMING ON THE EXTERIOR OF BUILDING HAVING A
CLEARANCE OF LESS THAN 6 INCHES FROM THE GROUND OR LESS THAN 2 INCHES MEASURED
VERTICALLY FROM CONCRETE STEPS, SLABS, PATIOS, AND SIMILAR SURFACES EXPOSED TO
THE WEATHER,SHALL BE CEDAR OR WOOD THAT IS PRESERVATIVE -TREATED IN ACCORDANCE
W ITH AW PA U1
SITE CONSTRUCTION NOTES
IF SOIL CONDITIONS ENCOUNTERED UPON EXCAVATION DIFFER FROM THE SOIL BEARING CAPACITY
OUTLINED UNDER DESIGN LOADS' OR IF EXCESSIVE GROUND WATER IS PRESENT, CONTACT THIS OFFICE
BEFORE PROCEEDING. ALL FOOTINGS SHALL EXTENDED TO BELOW THE FROST LINE AND SHALL BEAR ON
UNDISTURBED. NATIVE SOIL.
SOIL BEARING CAPACITY ASSUMED AT 1500 PSF IN PLANS OR PER REPORT BY QUALIFIED SOILS
ENGINEER
EARTH PRESSURE ASSUMED AT 60 PCF EQUIVALENT FLUID PRESSURE FOR BASEMENT WALLS AND 50 PCF
FOR CANTILEVER RETAINING WALLS.
CONCRETE
3000 PSI MINIMUM COMPRESSIVE STRENGTH AT 28 DAYS, WHERE PLACEMENT IS EXPOSED TO WEATHER,
GARAGE AND CARPORT SLABS, PORCHES, STEPS AND RETAINING WALLS (TABLE R 4022.).
2500 PSI MINIMUM AT OTHER CONCRETE. NOT EXPOSED TO WEATHER.
EXTERIOR WALKS AND SLABS TO BE AIR ENTRAINED NOT LESS THAN 5 % OR MORE THAN 7 % MIX
REQUIREMENTS: 5-1/2 SACK CEMENT PER CU YD. WITH MAXIMUM OF 6 GAL WATER PER SACK MAXIMUM
SLUMP 4" MAXIMUM AGGREGATE SIZE 1-1/2"
REINFORCING STEELASTM A-615 GRADE 40
POST FOOTINGS (LON), CENTER ALL. 2 INCH PLINTHS ADJACENT SLABS. 8 INCH PLINTHS AT OPEN EARTH
(6 INCH IF POST IS PRESSURE TREATED), AND INSTALL SILL. PLATES AT LEAST 6 INCHES ABOVE FINISHED
GRADE OR 21NCHES ABOVE SLABS.
DAMP- PROOF EXTERIOR OF BASEMENT WALLS AND WALL S RETAINING EARTH ADJACENT. CRAWLSPACES
WITH TWO COATS OF ASPHALTIC EMULSION U.O.N.
INSTALL STEEL REINFORCING PER A.C.1 STANDARD PRACTICE. SPLICE CORNERAND CONTINUOUS BAR
WITH A MIN. OF 30 BAR DIAMETERS. MINIMUM BAR CONCRETE COVER IS 3" TO EARTH. 2" TO WETHER, 1"
TO OTHER.
ANCHOR BOLTS TO BE EMBEDDED A MINIMUM OF 7INCHES, 4' OC, U.N.O. TWO BOLTS MIN. PER PLATE.
PLACE WITHIN 12" FROM ENDS BUT NOT LESS THAN 7 DIAMETERS TO END.
NEW FOOTING SHALL EXTENDED TO A DEPTH THAT WILL NOT IMPOSE LOADS ON NEW OR EXISTING
BASEMENT OR RETAINING WALLS UNLESS SPECIFICALLY DETAILED IN THE PLANS.
THE NEW FOOTINGS TO EXISTING FOOTINGS AT ALL INTERSECTIONS WITHA MINIMUM OF TWO#4 PINSAT
FOOTING AND TWO #4 PINS AT WALL EMBED PINS 41NCHES MINIMUM IN EPDXY GROUT.
FRAMING LUMBER TO BE KILN DRIED TO 19 % MOISTURE CONTENT. GRADED PER STD. GRADING RULES
PER W.C.L.IB. CR W.W.P.A.AS APPLICABLE PROVIDED GRADE AND SPECIES AS PER FRAMING PLANS,
GENERAL NOTES, AND DESIGN LOAD CHART
SILL PLATES, DECK SUB- STRUCTURES. POSTS AND BEAMS
EXPOSED TO WEATHER AND WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED WITH AN
APPROVED PRESERVATIVE.
GLU- LAM BEAMS SHALL BEAR AN A.I.T.0 INSPECTION STAMP
COLUMNS AND POSTS SHALL BE FRAMED TO TRUE AND BEARINGS WITH ADEQUATE ANCHORS AT TOP AND
BOTTOM TO PREVENT UPLIFT AND DISPLACEMENT.
PROVIDE LATERAL SUPPORT FOR BEAMS, RAFTERS AND JOISTS AND PROVIDE TEMPORARY BRACING AS
REQUIRED UNTILALL PERMANENT CONNECTIONS AND STIFFENERS ARE INSTALLED.
PROVIDE A MINIMUM JOIST BREAKING OF 1-1/2" ON WOOD, 3" ON CONCRETE. WOOD ENTERING CONCRETE
OR MASONRY SHALL HAVE 1/2" NET AIRSPACE AT TOP, SIDES AND END.
BEAMS SHALL HAVE A CONTINUED HEADER WITH TWO PIECES,16" O.C. ALONG EACH SIDE, FASTNERS 16D
(31/2 X 0.135") PER IRC table R602.3 (1) item 10
SOLID BLOCK W/ 2X AT MIDPOINT OF STUDS OVER 10 FEET. BELOW BERING PARTITIONS PERPENDICULAR
TO JOIST AND RAFTERS AT SUPPORT. DOUBLE JOIST UNDER PARALLEL BEARING PARTITIONS AND UNDER
WINDOW CRIPPLES AT OVERHANGING FLOORS.
FIRESTOP AND DRAFT STOP TO CUTOFF ALL CONCEALED HORIZONTAL AND VERTICAL OPENINGS AT
CEILINGS. FLOORS, AND ATTIC, PROVIDE VERTICAL FIRESTOPS AT 10, HORIZONTAL INTERVALS AT WALL
FURRING VOIDS. FIRESTOP TOP BOTTOM AND SIDES OF STAIRS WITH 2X NOMINAL LUMBER.
ALL METAL CONNECTORS SHALL BE SIMPSON OR AN APPROVED EQUIVALENT.
FRAME NAILING SHALL COMPLY WITH IBC/ IRC R602.3.(1) (2) UNLESS NOTED OTHERWISE ON FRAMING
PLANS OR SHEAR WALL SCHEDULE ALL NAILS SHALL BE COMMON WIRE NAILS U.N.O.
USE CUT WASHERS AT BOLTED CONNECTIONS. ANCHOR BOLT WASHERS TO BE SQUARE 3" X 3"
1/4".CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED WITH CORROSION- RESISTANT
FASTENERS.
AC CD TREATED WOOD ( ALKALINE COPPER QUAT) REQUIRES CORROSION PROTECTED FASTENERS,
BOLTS, AND HARDWARE SUCH AS SIMPSON "ZMAX' OR HDG (HOT DIPPED GALVANIZED) OR SST300
STAINLESS STEEL).
PLYWOOD AND DIAPHRAGM NAILING_
ALL STRUCTURAL PLYWOOD SHALL HAVE AGRADING STAMP OF APAAND NAIL PER IBC/ IRC (602.3.(1).(2).
PROVIDE DIAPHRAGM SHEATHING, U.N.O,
FLOOR. 3/4" T&G CD-EXT-APA PLYWOOD WITH EXT GLUE, PL: 32/16. GLUE AND NAIL 10 d AT 6" O.C. EDGES,
10" O.C. FIELD.
ROOF SHEATHING SHALL BE 15132" G-D-INT-APA PLYWOOD WITH EXTERIOR GLUE, PI: 24/0, OR 7/16" OSB
NAIL 8d AT 6" C.C. PANEL EDGES 12" O.C. FIELD.
TEMPERED SAFETY GLASS SHALL BE INSTALLED IN HAZARDOUS LOCATIONS AND SUBJECT TO HUMAN
IMPACT, GLAZING IN DOORS, GLAZING WITHIN A 24" ARC OF CLOSED DOOR, GLAZED AREAS.> 9SQ. FT.
WHEN LESS THAN 18" ABOVE A WALING SURFACE, PER IBC/IRC R308.4.
SAFETY GLAZING IS REQUIRED TO BE PERMANENTLY MARKED PER IBC/IRC R308.1.
SKYLIGHTS
GLAZING SHALL BE INSULATED FULLY TEMPERED (TOP), LAMINATED GLASS (BOTTOM). PROVIDE MINIMUM
4" CURB FLASHED AND COUNTER FLASHED AT TOP AND BOTTOM AND STEP -FLASH SIDE. THE UNIT SHALL
HAVE A CONDENSATION GUTTER AT THE LOWER END. INSTALL PER MANUFACTURER'S INSTRUCTIONS.
FINISH AND FLARE WELL TO CEILING PER PLANS.
PRE- FABRICATED TRUSSES SHALL BE DESIGNED BYA WASHINGTON STATE LICENSED STRUCTURAL
ENGINEER AND IN ACCORDANCE WITH THE PLAN REQUIREMENTS. SUBMIT COMPLETE SHOP DRAWING
WITH ENGINEER'S SEAL FOR APPROVAL PRIOR TO FABRICATION. TRUSSES MUST BE STAMPED BY AN
APPROVED MANUFACTURE OR BYA QUALITY FABRICATIONS COUNCIL.
CONTRACTOR TO VERIFY SPANS PRIOR TO FABRICATION.
APPROVED HANGERS MUST BE USED AT ALL CONNECTIONS OF RAFTERS, JACKS, OR HIP TRUSSES TO A
MAIN GIRDER TRUSS.
MINIMUM BEARING PARTITIONS BELOW TRUSSES SHALL BE SEPARATED FROM TRUSS WITH SIMPSON STC
CLIPS.
TRUSSES SHALL BE BRACED TO PREVENT ROTATION AND PROVIDE LATERAL STABILITYAND INSTALLED IN
ACCORDANCE WITH THE INDIVIDUAL TRUSS DESIGN PROVIDED BY THE MANUFACTURER.
STAIRWAYS SHALL HAVE A MIN. WIDTH OF 36". A RISER HEIGHT OF 7-3/4" MAX. A MIN. TREAD LENGTH OF 10"
AND 3/8" MAXIMUM VARIATIONS.
ATREAD NOSING OF 3/4" TO 1-114" IS REQUIRED ON STAIRWAYS WITH SOLID RISERS UNLESS TREAD DEPTH
IS 11" OR GREATER.
HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF FLIGHTS WITH 4 OR MORE RISERS.
HANDRAILS SHALL BE PLACED 34" TO 38"ABOVE THE NOSINGS AND SPACED 1-1/2" MIN. OF WALL WITH
1-1 /2" TO 2" DIAMETER, SMOOTH GRASP AND AT NEWEL OR 1-1/4" RETURNS AT ENDS.
PROVIDE 80" MIN. CLEAR HEADROOM ABOVE NOSINGS.
AREAS 30" ABOVE GRADE (WITHIN 3 FT) OR ADJACENT FLOORS PROVIDE GUARDRAILS WITH A MINIMUM
HEIGHT OF 36" AND INTERMEDIATE BALUSTERS OR RAILS SPACED SO THAT A 4" SPHERE CANNOT PASS
THROUGH
ENCLOSED USABLE SPACE UNDER STAIRS SHALL HAVE FIRE TAPED 1/2" GWB ON WALLS AND SOFFITS.
PROVIDE FIRE BLOCKING IN CONCEALED SPACES BETWEEN STUDS ALONG AND IN LINE WITH RUN OF
STAIRS.
FCHANICAI
WARM AIR FURNACE OR GAS H.W. TANKS SHALL NOT BE INSTALLED UNDER STAIRS AND SHALL HAVE
PROPER VENTS AND DIRECT OUTSIDE COMBUSTION AIR PER CODE AND MANUFACTURE'S
SPECIFICATIONS.
GAS APPLIANCES IN GARAGE SHALL BE ON A 18" HIGH PLATFORM. IF APPLIANCE IS IN LINE OF VEHICLE
TRAFFIC, PROVIDE A 3" CONC FILLED STEEL BOLLARD.
AIR DUCT PENETRATING GARAGE TO HOUSE SEPARATION SHALL BE 26 GAUGE MIN. OR HAVE APPROVED
DAMPERS.
DUCTING TO MEET MECHANICAL STDS AND SYSTEMS ARE TO BE BALANCED. CONTRACTOR SHALL
PROVIDE MECHANICAL DUCTING, EQUIPMENT SIZING, HEAT LOSS CALCULATIONS AND MANUFACTURE'S
DATA ON EQUIPMENT EFFICIENCY FOR BUILDING DEPARTMENT REVIEW.
BATHROOMS, LAUNDRY ROOMS, KITCHEN AND SPA ROOMS SHALL HAVE MECHANICAL EXHAUST, IN
INSULATED, RIGID DUCTING TO EXTERIOR, WITH A BACK DRAFT DAMPER, CAPABLE OF 5 AIR CHANGES PER
HOUR.
DRYER EQUIVALENT EXHAUST DUCT LENGTH IS TO BE POSTED WITHIN 6 FT. OF DUCT CONNECTION.
RANGE HOODS IN EXCESS OF 400 CFM SHALL HAVE AUTO -CONTROLLED OUTSIDE MAKE-UP AIR.
VENTILATE CRAWL SPACES AND OVER HANGING FLOORS WITH SCREENED OPENINGS NOT LESS THAN 1
SQ.FT. NET CLEAR AREA FOR EACH 300 SO. FT. OF UNDER FLOOR AREA. DISTRIBUTE OPENINGS
APPROXIMATELY EQUAL ALONG THE LENGTH OF LEAST TWO OPPOSITE SIDES AND ONE OPENING WITHIN
SO FT. OF EVERY CORNER. COVER WITH 1/4" CORROSION -RESISTANT WIRE MESH AT CRAWL SPACE
OPENINGS.
CRAWL ACCESS: 18" X 24" MIN. CLEAR ACCESS THROUGH FLOOR OR 16" X24" THROUGH WALL TO UNDER
FLOOR AREA.
VENTILATE ATTIC SPACES WITH NET CLEAR AREA EQUAL TO 1/1 50TH OF ATTIC AREA, EXCEPT THE NET
AREA MAY BE1/300TH, PROVIDED 50 %TO 80 % IS 36" ABOVE EAVES,W ITH THE BALANCE IN THE EAVES.
ATTIC ACCESS:BUILDINGS WITH COMBUSTIBLE CEILING OF ROOF CONSTRUCTION SHALL HAVE AN ATTIC
ACCESS OPENING TO ATTIC AREA THAT HAVE A VERTICAL HEIGHT OF 30"OR GREATER OVER AN AREA OF
NOT LESS THAN 30 SO FT. THE VERTICAL HEIGHT SHALL BE MEASURED FROM THE TOP OF THE CEILING
FRAMING MEMBERS TO THE UNDERSIDE OF THE ROOF FRAMING MEMBERS.
Ef TRICAI
ALL ELECTRICAL SYSTEMS, LIGHTING, APPLIANCE AND OUTLETS SHALL BE DESIGNED AND INSTALLED IN
ACCORDANCE WITH CURRENT EDITION OF THE NATIONAL ELECTRICAL CODE AND THE INTERNATIONAL
MECHANICAL CODE. ALL FIXTURES SELECTED BY OTHERS.
VERIFY APPLIANCE AND MECHANICAL EQUIPMENT ELECTRICAL CONNECTION REQUIREMENTS AND
LOCATIONS PRIOR TO START OF WORK. ELECTRICAL CONTRACTOR SHALL ELEVATE AND DETERMINE
ADEQUACY OF EXISTING AND PROPOSED ELECTRICAL SERVICE.
A MINIMUM OF 75%OF ALL INTERIOR LUMINARIES INSTALLED, SHALL BE HIGH EFFICIENCY LUMINARIES
WHOSE LAMPS PROVIDE A MINIMUM EFFICIENCYAS FOLLOWS:
60 LUMENS PER WATT FOR LAMPS OVER 40 WATTS
50 LUMENS PER WATT FOR LAMPS OVER 15 WATTS TO 40 WATTS.
40 LUMENS PER WATT FOR LAMPS 15 WATTS OR LESS
ALL PERMANENTLY MOUNTED OUTDOOR LIGHTING SHALL BE HIGH EFFICIENCY LUMINARIES WHOSE
LAMPS PROVIDE A MINIMUM EFFICIENCYAS NOTED ABOVE, OR SHALL BE NON EFFICIENCY LUMINARIES
CONTROLLED BYA MOTION SENSOR(S) WITH INTEGRAL PHOTO CONTROL PHOTO SENSOR.
LINEAR FLUORESCENT FIXTURES SHALL BE FITTED WITH T-8 OR SIMILAR LAMPS.
INSTALL FIXTURES. SWITCHES AND OUTLETS IN ACCORDANCE WITH THE FOLLOWING TABLE ALL HEIGHTS
LISTED SHALL BE MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE FIXTURE OUTLET
UNLESS NOTED OTHERWISE:
EXTERIOR LIGHTS FIXTURES 72"
TYPICAL WALL OUTLETS 12"
TYPICAL WALL SWITCHES 44"
ABOVE COUNTER OUTLETS AT KITCHENS 44"
ABOVE COUNTER OUTLETS AT UTILITY ROOMS 44"
ABOVE COUNTER OUTLETS AT LAVATORIES AND BATHS 40"
WALL OUTLETS FOR MICROWAVE, RANGE HOODS ETC.PER MPGR.
SMOKE DETECTORS PER MFGR
WALL OUTLETS AT SERVICE AREAS 48"
DOOR DETECTORS PER MFGR
DOOR CHIMES FROM CEILING. 12"
PUSH BUTTONS 44"
THERMOSTATS 60"
LIGHTS BARS OVER VANITIES 84"
STEP LIGHTS ABOVE SKIRT BOARD 6"
UM81NG
PLUMBING CONTRACTOR SHALL SIZE ALL LINES VENTS AIR GAPS, AND CLEAN -OUTS PER CODE.
FLOW RATES TO COMPLY WITH WAC 51-46 SECTIONS 407.2 and 408.2 TOILETS: 1.6 GPF (MAX), SHOWERS:
205 GPM (MAX), LAVATORIES/FAUCT. 2.5 GPM (MAX)
HOT WATER TANK SHALL BE SIZED BY INDUSTRY STDS FOR PROPOSED USE AND BE LABELED NAECA
APPROVED.
HOT WATER TANKS REQUIRE DUAL (HIGH AND LOW) SEISMIC STRAPS SECURED TO STUDS, EXPANSION
TANK, AND A PRESSURE RELIEF VALVE (PLUMBED TO EXTERIOR).
DISTURE CONTROL
SHOWERS SHALL HAVE A NON -ABSORBENT SURFACE TO A HEIGHT OF 72 INCHES ABOVE FLOOR.
PROVIDE WATERPROOF BOARD OR GLASS MESH MORTAR UNITS BEHIND TILE AT SHOWER SURROUNDS.
TILE SHOWERS
WITH A SITE -BUILT PAN SHALL BE FILLED AND LEAK TESTED FOR 12 HOURS. PROVIDE MILDEW RESISTANT
CAULK AT ALL TILE ACCESSORIES.
ATTIC AND CRAWL SPACES ACCESS PANELS SHALL BE WEATHERS STRIPPED AND INSULATED TO A LEVEL
EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES. SEALAROUND SOLE PLATES,
WIRING, PLUMBING, DUCTS RIM JOISTS, MUD SILLS FLUES, LIGHT FIXTURES AND EXTERIOR WALL STUD
PENETRATIONS. PROVIDED A 6 MIL BLACK POLY GROUND COVER ATALL CRAWL. SPACES.
HINGED SHOWER DOORS SHALL OPEN OUTWARD DOORS AND SHOWER ENCLOSURES SHALL BE FULLY
TEMPERED OR LAMINATED SAFETY GLASS, MINIMUM THICKNESS = 1/8" TEMPERED, 1/4" LAMINATED.
FLOOR TILES AT SHOWERS AND WET AREAS SHALL BE SKID -RESISTANT. PROVIDE SECURE BLOCKING FOR
ALL GRAB BARS PER PLAN, CAPABLE OF SUPPORTING A 300 LB. IMPACT LOAD.
INSULATION R-VALUES AND INSTALATION:
CEILINGS' R -49
ALL BAFFLES SHALL BE INSTALLED TO MAINTAIN A MINIMUM OF 1" CLEAR SPACE ABOVE INSULATION
ALL BAFFLES SHALL BE EXTENDED A MINIMUM OF 6" ABOVE BATT INSULATION.
ALL BAFFLES SHALL BE EXTENDED A MINIMUM OF 12" ABOVE LOOSE FILL INSULATION.
VAULTED CEILINGS R-38
WAII S. R-21
INSULATION SHALL BE PROVIDED BY FACE STAPLED BATT INSULATION OR FRICTION FIT UN FACED BATT
INSULATION PROVIDING THE FOLLOWING:
4 MIL POLY VAPOR BARRIER PVA PAINT WITH A DRY CUP PERM RATING OF 1
HEADERS OVER OPENINGS IN THE EXTERIOR WALLASSEMBLY THATARE NOT STRUCTURALLY REQUIRED
TO BE FULL WIDTH OF THE STUD WALL SHALL BE PROVIDED WITH A MINIMUM OF R-10 INSULATION.
FI OORS OVER UNCONDITIONED SPACES R-30
SLAB ON GRADE (PERIMETER INSULATION) R-10
PERIMETER INSULATION SHALL BE PROVIDED BY USING ONE OF THE FOLLOWING METHODS:
ON INSIDE OF FOUNDATION WALL FROM THE TOP OF SLAB DOWNWARD AND THEN
HORIZONTALLY BENEATH THE SLAB FOR ATOTAL MINIMUM OF 24"
ON INSIDE OF FOUNDATION WALL FROM THE TOP OF SLAB DOWNWARD FOR A MINIMUM DISTANCE OF 24"
DUCT SYSTEM
ALL SUPPLY AIR DUCTS LOCATED OUTSIDE OF THE CONDITIONED SPACE SHALL HAVE ALL SEAMS AND
JOISTS TAPED AND SEALED, BOTH LONGITUDINALLY AND TRAVERSE.
ALL SUPPLY AND RETURN AIR DUCTS EXPOSED TO UNCONDITIONED SPACES SHALL BE INSULATED AS
FOLLOWS:
DUCTS IN CONCRETE SLAB R-5
DUCTS IN UNCONDITIONED SPACES R-8
EXHAUST DUCTS LOCATED IN UNCONDITIONED SPACES R-4
(NOT REQUIRED FOR DRYER UNITS).
HOT WATER PIPING
ALL HOT WATER SUPPLY PIPING LOCATED OUTSIDE OF THE CONDITIONED SPACE SHALL BE
WRAPPED WITH A MINIMUM THERMAL RESISTANCE OF R-3 EXCEPTION: PIPE INSULATION IS PERMITTED
TO BE DISCONTINUOUS WHERE IT PASSES THROUGH STUDS, JOISTS OR OTHER STRUCTURAL MEMBERS
AND WHERE THE INSULATED PIPES PASS THROUGH OTHER PIPING, CONDUIT OR VENTS, PROVIDED THE
INSULATION IS INSTALLED TIGHT TO EACH OBSTRUCTION.
EGRESS
�FRGFNCV
EVERY SLEEPING ROOM, BASEMENT, AND HABITABLE ATTIC SHALL HAVE ONE OPERABLE
EMERGENCY ESCAPE AND RESCUE OPENING. THE OPENING SHALL HAVE MAXIMUM SILL
HEIGHT OF 44" ABOVE THE FLOOR, A NET CLEAR OPENING OF 5.7 SQ. FT MIN. CLEAR HEIGHT OF
24" MIN. CLEAR WIDTH OF 20" AND SHALL BE OPERABLE FROM THE INSIDE WITHOUT SPECIAL
TOOLS OR KEYS. GROUND FLOOR OPENINGS MAY HAVE NET CLEAR MIN. OPENING OF 5.OSQ FT.
4OKE ALARMS AND CARRON MONOXIDE ALARMS CHANGED TO REFLECT R314.4
PER IRC, R314.3. (1)SMOKE ALARMS SHALL BE LOCATED IN EACH SLEEPING AREA, (2)OUTSIDE
EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS, (3)ON EACH
ADDITIONAL STORY OF THE DWELLING, INCLUDING BASEMENTS AND HABITABLE ATTICS. IN
DWELLINGS WITH SPLIT LEVELS AND WITHOUTAN INTERVENING DOOR BETWEEN THE
ADJACENT LEVELS, A SMOKE ALARM INSTALLED ON THE UPPER LEVEL SHALL SUFFICE FOR THE
ADJACENT LOWER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY
BELOW THE UPPER LEVEL. (4) SMOKE ALARMS SHALL BE INSTALLED NOT LESS THAN 3 FEET
HORIZONTALLY FROM THE DOOR OPENING OF A BATHROOM THAT CONTAINS A BATHTUB OR
SHOWER UNLESS THIS WOULD PREVENT PLACEMENT OF SMOKE ALARM REQUIRED BY
SECTION R314.3.
PER IRC, R314.4 WHERE MORE THAN ONE SMOKE ALARM IS REQUIRED TO BE INSTALLED
WITHIN AN INDIVIDUAL DWELLING UNIT IN ACCORDANCE WITH R314.3, THE ALARM DEVICES
SHALL BE INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE ALARM WILL
ACTIVATE ALL OF THE ALARMS IN THE INDIVIDUAL DWELLING UNIT. PHYSICAL
INTERCONNECTION OF SMOKE ALARMS SHALL NOT BE REQUIRED WHERE LISTED WIRELESS
ALARMS ARE INSTALLED AND ALLALARMS SOUND UPON ACTIVATION OF ONE ALARM.
EXCEPTION: INTERCONNECTIONS OF SMOKE ALARMS IN EXISTING AREAS SHALL NOT BE
REQUIRED WHERE ALTERATIONS OR REPAIRS DO NOT RESULT IN REMOVAL OF INTERIOR
WALL OR CEILING FINISHED EXPOSING THE STRUCTURE UNLESS THERE IS AN ATTIC, CRAWL
SPACE OF BASEMENT THAT IS AVAILABLE THAT COULD PROVIDE ACCESS FOR
INTERCONNECTION WITH OUT THE REMOVAL OF INTERIOR FINISHES.
PER R314.5 COMBINATION SMOKE AND CARBON MONOXIDE ALARMS SHALL BE PERMITTED TO
BE USED IN LIEU OF SMOKE ALARMS. CARBON MONOXIDE ALARMS SHALL BE INSTALLED
OUTSIDE AND IN THE IMMEDIATE VICINITY OF SLEEPING AREAS, AND ON EACH LEVEL
CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE AND IN THE IMMEDIATE VICINITY OF
SLEEPING AREAS, AND ON EACH LEVEL.
CI IRITV
PROVIDE SECURITY AT ENTRANCE AND GARAGE DOORS WITH A MINIMUM 1/2" THROW DEAD
BOLT WITH LOCKS OPERABLE WITHOUT SPECIAL KNOWLEDGE, KEYS OR EFFORT.
PROVIDE AN OBSERVATION PORT @ 54"-66" ABOVE THE FLOOR AT SOLID, UNGLAZED ENTRY
DOORS.
GARAGE TO DWELLING SEPARATION SHALL CONSIST OF FIRE TAPED 1/2" GWB APPLIED TO THE
GARAGE SIDE OF ALL DWELLING'S LIVING, ATTIC AND CRAWL SPACES.
DOORS FROM GARAGE TO DWELLING SHALL BE 1-3/8"+THICK, SOLID CORE, AND TIGHT FITTING.
GARAGE CEILINGS COMPOSED OF 2X+ SOLID- SAWN JOISTS AND SUPPORTING HABITABLE
SPACE ABOVE, SHALL HAVE ONE LAYER OF FIRE TAPED 5/8" TYPE "X" GWB. ALL GARAGE POST,
BEAMS, SUPPORTING HABITABLE SPACE ABOVE SHALL HAVE 2 LAYERS OF FIRE TAPED 112".
TYPE "X" GWB MIN.
AIR DUCTS PENETRATING THE SEPARATION SHALL BE 26 GAUGE MINIMUM OR HAVE AN
APPROVED DAMPER
FIREPLACES / STOVES (APPLIES STOVES (APPLIES ONLY TO SOLID FUEL APPLIANCESI
ALL FIREPLACES SHALL HAVE AN OUTSIDE SOURCE OF COMBUSTION AIR DUCTED DIRECTLY TO
THE FIRE BOX. THE DUCT SHALL HAVE A MINIMUM NETAREA OF 6 SQUARE INCHES AND SHALL
BE TIGHTLY FITTING FLUE DAMPER INSTALLED WITH A READILY ACCESSIBLE MANUAL OR
AUTOMATIC CONTROL. ALL OPENINGS SHALL BE PROVIDED WITH TIGHTLY FITTING GLASS OR
METALDOOR.
PREFABRICATED METAL FIREPLACES:
METAL FIREPLACES SHALL BE ILL LABELED AND INSTALLED IN ACCORDANCE WITH CONDITIONS
OF APPROVAL OR THE MANUFACTURES INSTALLATION PROCEDURES AND SHALL COMPLY WITH
WSBC STANDARD 41004.1.1 FACTORY BUILT CHIMNEYS SHALL BE ILL LABELED AND INSTALLED IN
ACCORDANCE WITH CONDITIONS OF APPROVAL OR THE MANUFACTURERS PROCEDURES AND
SHALL COMPLY WITH SECTION R1005 OF THE IRC.
FIRE BLOCKING.
FIRE BLOCKING SHALL BE INSTALLEDAT OPENING BETWEEN ATTIC SPACES AND CHIMNEY
CHASES FOR FACTORY BUILT CHIMNEYS, AND IN OPENINGS AROUND FIREPLACESAND
CHIMNEYS AT CEILING AND FLOOR LEVELS PER IRC SECTION R 1003.19
ENERGY CODE NOTES
This residential unit shall comply With the 51-11R WAC, 2018 WSEC with State Amendments. The
following items shall apply to this project. For entire list of energy code inspection requirements, see 2018
WSEC SINGLE FAMILY COMPLIANCE CHECKLIST.
All relevant envelope and fenestration elements of project shall comply w/ table below per 2018 WSEC.
EXHAUST FANS
Intermittent /Continuous
Kitchen fan 100 CFM / 25 CFM
Bathroom fan 65 CFM / 20 CFM
Laundry fan 65 CFM / 20 CFM
WHOI F HOUSE FAN
Whole house fan Continuous Operation ONLY
90 CFM (2-4 bedrooms, <4000 SF)
Whole house fan must be minimum Sons, rating of 1.0 or
lower. and must be labeled Whole House Ventilation and
must be listed and labeled for continuous use.
MECHANICAL
Provide blower door and duct testing certificate from testing Agency shoving test results. Building leakage
maximum = .00030. Duct leakage per calculated value on checklist. Provide programmable T-stat w/ 5-2
schedule.
THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMITARE LEAKAGE IN
ACCORDANCE WITH SECTION 402.4 WSEC.
THE BUILDING THERMAL ENVELOPE SHALL BE TESTED FOR LEAKAGE BY MEANS OF A'BLOW ER
DOOR" TEST, IN ACCORDANCE WITH SECTION R402,4.1.2 WSEC.
AIR BARRIERS
Provide caulk/sealant at all joints, transitions in materials and penetrations of envelope. Window and door
air leakage measures shall be met as follows: Exterior joints sealed, caulked, GASKETED or
WEATHERSTRIP. Standard air leakage is complete and installed in the following:
between sole plate/sub floors
wiring/plumbing/duct register penetrations
rim joists/mud sills (heated lower floors)
partition stud penetrations
around window/door frames
LIGHTING
75 % or more of lamps in permanently installed light fixtures must be high efficacy (lumen/watt ratio) - �1
fluorescent, screw in ok. Indoor lighting shall be 50% compact fluorescent (pin or screw) or T-8 lamps `\/
smaller. All fluorescent tubes must be T-8 or smaller. Outdoor fixtures attached to building must be pi
based fluorescent OR provide motion sensor and photo -cell daylight control.
IND H------
Provide l8 AMS Se„ 27 2022
rigid R-10 insulation in exterior headers where cavity occurs. Y
POST ENERGY CODE COMPLIANCE CERT. WITHIN 3 FEET OF THE ELEC. PANEL (R401.3)
ENERGY CREDIT OPTIONS 4A,5A. CITY OF EDMONDS
PROVIDE PROGRAMMABLE THERMOSTAT DEVELOPMENT SERVICES
PROVIDE DUCT SEALING TESTS W HERE APPLICABLE DEPARTMENT
PROVIDE DOOR BLOWER TEST AFFIDAVIT (R402.4.1.2) WHEN APPLICABLE
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Demo Plan
SCALE:
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CITY OFEDMONDS
DEVELOPMENT SERVICES
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CITY OF EDMONDS
DEVELOPMENT SERVICES
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PAGE SIZE:
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)ATE:
9/27/2022
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ITEM#5:
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AN OPENING OF NO LESS THAN 100
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IN THE LAUDRY ROOM. 2018 IMC 504.6
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SMOKE ALARMS AND CARBON MONOXIDE ALARMS
Per IRC 2018, R314.3 Smoke alarms shall be installed in (1) each sleeping room (2) outside each sleeping area in the immediate vicinity of the
bedrooms (3) every floor level including basements, but not including crawl space and uninhabitable attics. In split level floor plans, at the upper
level, provided there is not an intervening door between the adjacent levels and the lower level is less than a full story belo pftMl. (4)
Smoke alarms shall not be installed less than 3 feet horizontally from the door or opening of a bathroom that contains a bat t r
unless this would prevent placement of a smoke alarm required by this section. Per IRC R315 for new construction, an appsvo 2?tN22
monoxide alarm shall be installed outside of each separate sleeping area in the immediate vicinity of the bedrooms in dwell in6ITY t D%Wg
which fuel -fired appliances are installed and in dwelling units that have attached garages. Per R314.4 Where more than oR6v9Mq%W`FsS
required to be installed within an individual dwelling unit in accordance with Section R314.3, the alarm devices shall be interconnected in such
a manner that the actuation of one alarm will activate all of the alarms in the individual unit.
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