APPOVED PLN BLD RESUB2 BLD2024-0343+Architectural_Plan+6.18.2024_12.44.32_PM+43297011 . CODE -INTERNATIONAL EXISTING BUILDING CODE (IEBC) 20 18 EDITION. UNIFORM PLUMBING CODE (UPC) 2018
EDITION. INTERNATIONAL FIRE CODE (IFC) 2018 EDITION. 2020 NATIONAL ELECT. CODE (NEC) * STATE AMENDMENTS.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
3. DO NOT SCALE THESE DRAWINGS FOR CRITICAL DIMENSIONS. ALL DIMENSIONS TO FACE OF STUDS AND FACE OF
CONCRETE UNLESS OTHERWISE NOTED.
4. REPORT ERRORS AND / OR OMISSIONS TO THE DESIGNER IMMEDIATELY.
4-71 _LIFT 3
5. DO NOT VARY OR MODIFY THE WORK SHOWN, EXCEPT ON WRITTEN INSTRUCTION OF THE DESIGNER. ALL WORK SHALL
CONFORM TO ALL LOCAL AND STATE BUILDING CODES AND ORDINANCES AND BE ENFORCED BY THE CONTRACTORS AT
ALL TIMES.
G. GENERAL CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION BARRICADES AND / OR CANOPIES AS REQUIRED BY
THE LOCAL AUTHORITIES OR AS NECESSARY FOR PEDESTRIAN SAFETY.
7. DURING CONSTRUCTION CONTRACTORS SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS AS REQUIRED BY THE
LOCAL FIRE DEPARTMENT FIELD INSPECTOR.
8. CONTRACTOR TO BE RESPONSIBLE FOR FLK. PATCHING, LEVELING * PREPARATION OF FLOOR FINISHES.
9. MAINTAIN A MINIMUM OF G" BETWEEN FINISH GRADE AND UNTREATED FRAMING MATERIALS.
10. FINISH GRADE SHALL SLOPE AWAY FROM BUILDING TOWARD DRAINAGE FACILITIES.
1 1. SLOPE ALL DECKS, WALKS AND PATIOS 1/47FT. MIN. AWAY FROM BUILDINGS.
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12. ALL LUMBER MUST BEAR AN APPROVED GRADING STAMP.
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13. ALL WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED.
14. ALL EXPOSED EXTERIOR METAL SHALL BE PAINTED, GALVANIZED OR NONFERROUS.
15. ALL GLASS IN HAZARDOUS AREAS AND ALL GLASS WITHIN 1 8" OF FLOOR OR A DOOR OPENING SHALL BE APPROVED
SAFETY GLASS.
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I G. INTERIOR WALL AND CEILING FINISH FLAME SPREAD RATINGS SHALL CONFORM TO THE IRC.LU
17. TOILET ROOM WALLS TO BE FINISHED WITH MOISTURE RESISTANT MATERIALS TO A MIN. HEIGHT OF 70'' ABOVE
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FLOOR. FLOOR AND WALLS SHALL HAVE SMOOTH NON ABSORBENT SURFACES.
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18. ANY/ ALL NEW DUCT WORK SHALL BE CONSTRUCTED, ERECTED AND TESTED IN
ACCORDANCE WITH THE MOST RESTRICTIVE LOCAL REGULATIONS AND PROCEDURES DETAILED IN ASHRAE HANDBOOK OF
CIO
FUNDAMENTALS OR THE APPLICABLE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS
NATIONAL ASSOCIATION.
19. MECHANICAL VENTILATION WILL BE A MINIMUM OF I 10 CFM FOR ALL FANS
20. EXHAUST DUCTS SHALL BE INSTALLED IN 2G GA. METAL DUCTS VENTED TO AN EXTERIOR TERMINAL WITH APPROVED
BACK DRAFT DAMPER (K-4 INSUL.)
2 1. TOILET ROOMS TO INSTALL MECHANICAL VENTILATION CAPABLE OF PROVIDING 50 CFM AT 25 W.G.
22. THE DESIGNER DOES NOT ASSUME LIABILITY FOR UNSUITABLE SOIL CONDITIONS. THE OWNER SHALL CONDUCT
TESTS TO DETERMINE THE SUITABILITY OF SUBGKADE SOILS FOR LOADS PROPOSED.
23. THE CONTRACTOR ASSUMES ALL KESPONSABILITY FOR VERIFICATION OF BUILDING CODE REQUIREMENTS AND
ASSUMES ALL KESPONSABILITY FOR CONSTRUCTION DETAILS ONCE PERMIT IS ISSUED.
2018 Washington State Energy Code - Residential
OBTAIN A SEPARATE
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family - New & Additions effective Febmary 1, 2021 - Vem on 11
PLUMBING PERMIT 1
�
FROM THE CITY OF
1
' EDMONDS.
These requirements apply to all IRC building types, including detached one- and two-family
'
dwellings and multiple single-family dwellings (townhouses).
_._.._._.._._.._._.._._.._._.._._.._._.'1
.......................................
Project Information -__. Contoctln ormation
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1 1
OBTAIN ELECTRICAL '
- _-._-- -_
BUTLER RESIDENCE
. _-_-_-- __- ---- - - - - - - - - -- -- _.
-
PERMIT FROM
Obin Kearsle , Kearsley Homes Inc_
731 NOKTH5TREAM LN EDMOND5, WA 98020
kearsle homes.com, 425-478-6380
STATE LABOR &
• INDUSTRIES `0
Instructions: This single-family project will use the requirements of the Prescriptive Path below and
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'
incorporate the minimum values listed. Based on the size of the structure, the appropriate number of
-
additional credits are checked as chosen by the permit applicant.
1
rovide all information from the following tables as building permit drawings: Table R402.1- Insulation and
GUARDS SHALL NOT HAVE AN OPENING FROM THE WALKINGSURFACE
' TO THE REQUIRED GUARD HEIGHT THAT WILL ALLOW THE PASSAGE OF lLJ
A 4"SPHERE IN ACCORDANCE WITH 2O21 IRC R312.1.3. z
Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits.
-"-"-"-"-"...... ...... ...... ...... ......-"-"-"-"1 a/
.___.... .- _-_.........._--...._.._ ... ..__...- .. __. __._. _.. ... ...... ........... ... _........ ...._...._...... ....... ..... _._,.. ._..... ....__--___.-- - - - -
WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT 1 Q__
TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO O
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'Authorized Representative
Date
_ ._ _ _ _
f37�� /2024
DETECTORS THROUGHOUT THE DWELLING IS REQUIRED.
•
, REFER TO 2021 IRC R314 AND 315 FOR MORE 1
INFORMATION
1 1
_.....
- Climate Zones Table
All R402.1.1 ;
- - - - -
I R-Y-aIMe a 3
U-Factor
-_._-:-.....__.
1 1
HARDWARE & FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED
1 WOOD SHALL BE OF HOT -DIPPED ZINC GALVANIZED STEEL STAINLESS 1
STEEL, SILICON BRONZE OR COPPER. IN THE ABSENCE OF
F
Fe-nestration U-Factor b n/a 0�30
1 MANUFACTURER'S RECOMMENDATIONS A MINIMUM OF ASTM A 653 TYPE
G185 ZINC -COATED GALVANIZED STEEL, OR EQUIVALENT, SHALL BE USED.
_
IRC R317 3.1 IBC 2304.10 51
1 1
i
Skylight U-Factor n/a 0.50
�_.._.._ _.._.._.._._.._.._ _.._.._.._ _.._.._.._.._.._...
Glazed Fenestration SHGC b.e n/a n/a
- - - - ---- - -- - --- - ......
Ceiling e 49 0.026
Wood Frame Wall 9-h 21 int 0.056
Floor 30 0.029
Below Grade Wall `•h 10/15/21 int + TB i 0.042 _
Slab', R-Value & Depth 10, 2 ft n/a
R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less
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1 6'
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Building Department
NORTH5TREAM LN, DEAD END CUL-DU-SAC
a 'than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix p
Table A101.4 shall not be less than the R-value specified in the table.I T I LAN N
__.___.._ -'__-- ALL WORK SUBJ 'T
b The fenestration U factor column excludes skylights _
-- - - -_ _..- .._.._. _ _ . TO FIELD
'10/15/21 +5TB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on INSPECTION FOWALE: 1 " = 20'-0"
the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at CODE COMPLIANCE
c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on
the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB"
means R-5 thermal break between floor slab and basement wall.
--_-__ __..- _ _-__-_-__--- - ___ -_ _ __- _ _--- _.. .
d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. 2018 ENERGY CODE INFORMATION ENERGY CREDITS KEQD, PER
For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth K-40G. 2
e extends over the to late of the exterior wall
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_ -. _ _-- _.___.----__-- -- ___-- - -__-_------_-----_..__ - ___-- _------.-__. _------_--___-------- ----....------- - ____. R40G.3 A RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT
R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter OPTIONS FROM TABLE R40G.2 SO AS TO ACHIEVE THE FOLLOWING
f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall M UM BER CKED ADD NS L THA EQ
_ _meet the requirements for thermal barriers protecting foam plastics. ___ -. -_ __ _ _ TO 50 SQUA FEET 1 .5 CR DITS
For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for 2 -HEATING OPTIONS, FUEL NORMALIZATION DESCRIPTIONS, HEAT
g climate zone 5 of ICC 400.
_ _ - PUMP, 1.0
Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard 3. - H I EN AC PT OPT
h iframing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 -DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM, ZONAL CONTROL: IN
insulation. HOMES WHERE THE PRIMARY SPACE HEATING SYSTEM IS ZONAL
ELECTRIC HEATING, A DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM
WITH A MINIMUM HSPF OF 10.0 SHALL BE INSTALLED AND PROVIDE
HEATING TO THE LARGEST ZONE OF THE HOUSING UNIT.
TOTAL: 1.5 CREDITS
Dr1RWOptl,n
P09et to D
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Work ADDITION AND DECK
Address 731 NORTHSTREAM LANE
Owner BUTLER
Approved Date 06/27/2024
-------------------------
Building Official
Permit Numbest,,,, BL Q2024-0343
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BUTLER RESIDENCE
PROPERTY ADDRESS: 731 NOKTHSTKEAM LN EDMONDS, WA 98020 PARCEL # : 0053250000900
PROJECT DESCRIPTION: NEW ADDITION TO THE UPPERFLOOK AND NEW PROPOSED UPPER FLOOR DECK
PROJECT TEAM LEGAL DESCRPTION : NOKTHSTREAM LANE BLK 000 D-00 -LOT 9 SUBJ
OWNER ESE PUD I - WEST COAST TELE
ARCHIE LINDA BUTLER
73 I NORTHSTREAM LN LOT 51ZE:.2G ACRES, 1132G SQFT
EDMONDS, WA 96020 ZONING: RS- 12
ARCHITECTUAL DRAWINGS
KEARSLEY HOMES INC.
ROBIN KEARSLEY
GG3 1 NORMA BEACH RD.
EDMONDS, WA 9602G
425-478-G380
R@KEARSLEYHOMES.COM
STRUCTUUAL ENGINEER
CJK ENGINEERING
CLEMNS ROSWELL
425-2G9-5204
INFO@CJRENG.COM
FLOOR AREAS:
EXISTING HEATED SPACE:
MAIN FLOOR = 2,728 SQFT
UPPER FLOOR = 534 SQFT
TOTAL EXISTING = 3,2G2 SQFT
NEW ADDITION TO HEATED SPACE
UPPER FLOOR = 278 SQFT
TOTAL EXISTING + NEW = 3,540 SQFT
EXISTING UNHEATED SPACE:
GARAGE = 707 SQFT
NEW ADDITION TO UNHEATED SPACE:
UPPER FLOOR DECK = 202 SQFT
TOTAL EXISTING + NEW = 909 SQFT
INSULATION VALUES
PER EFFICIENT BLDG. ENVELOPE I A
GLAZING U-0.28
SKYLIGHT U-0.35
CEILING (VAULT D) K-38
CEILING (FLAT) R-49
EXTERIOR WALL K-2 1
FLOOR R-38
SLAB ON GRADE R- 10 PERMIETER
SLAB
SLAB BELOW GRADE K- 10
PERIMETER * SLAB
K-VALUES ARE MINIMUMS, U-FACTORS
ARE MAXIMUMS
REPLACE TWO EXISTING FOOTINGS
CUT= .7 YARDS
FILL = .7 YARDS
SHEET INDEX
A 1.0
- SITE PLAN TITLE SHEET
A I . I
- SWPPP
A2.0
- EXISTING FLOOR PLANS
A3.0
- PROPOSED MAIN FLOOR PLAN
A3. 1
- PROPOSED UPPER FLOOR PLAN
A3.2
- FOUNDATION PLAN
A3.3
- FRAM I NG PLAN
A3.4
-ROOF PLAN
A4.0
- CROSS SECTION
A5.0
- NORTH * SOUTH ELEVATION
A5. 1
- EAST WEST ELEVATIONS
LAND USE CODE: I I 1 SINGLE FAMILY RESIDENCE - DETACHED
S-T-R: 27-03-1 3-SW
STRUCTURAL DESIGN CRITERIA 2016 IRC, IMC, UPC.20 1 7 NEC,
W5EC-K-201 7
DESIGN CRITERIA FOR EDMONDS
Min. Roof Snow Load
25 psf (non -reducible)
Ground Snow Load
25 psf (non -reducible)
Seismic Design
Category D1(Residential) / Category D (Commercial)
Wind Speed
85 mph (Basic). 110mph (Ultimate)
Wind Exposure
B,C & D (varies with location contact plan review staff)
Winter Design Temp
27 degrees F (-3 degree C)
Mean Annual Temp
50 degrees F (10 degree C)
DEAD LOADS
FLOOR= 12 PSF
ROOF= 15 PSF
EXT. WALL= 12 PSF
INT. WALL= 10 PSF
FLOOR LIVE LOAD= 40 PSF
DECK LIVE LOAD= GO PSF
EXISTING
LOT COVERAGE
FOOTPRINT OF HOUSE t
HOU5E t GARAGE
TOTAL
GARAGE
2,973 5QFT
2,973 5QFT
2,973 5QFT =
I I ,32G SQFT = 2G%
ADDITIONAL NEW LOT COVERAGE
FOOTPRINT OF HOUSE
UPPER FLOOR
3 1 5QFT = 1
3 1 51
1 ,32G 5QFT = .2%
TOTAL LOT COVERAGE = 31004 5QFT3 2G.2%
EXISTING IMPERVIOU5 ARFA5
LOT COVERAGE
21973 5QFT
ROOF OVERHANG
55 1 5QFT
REAR CONCRETE PATIO
G47 5QFT
FRONT DRIVEWAY
2,257 5QFT
NORTH GRAVEL WALKWAY
407 5QFT
`SOUTH GRAVEL WALKWAY
205 5QFT
TOTAL
71040 5QFT
ADDITIONAL NEW I MPERVIOU5 ARFA5
NEW SECOND FLOOR AREA
39 5QFT
TOTAL
39 5QFT
TOTAL IMPERVIOUS AREA= 7,079 5QFT
EXI5TING HARD5CAPE ARFA
75040 50FT = I I 332G 50F" = G2%
ADDITIONAL NEW HARD5CAPE AREA
39 5QFT = I I ,32G 5QFT = .3%
TOTAL HARDSCAPE AREA = G2.3%
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RESUB
Jun 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DRAWN BY:
DATE:
RK
5/20/23
REVISED BY:
DATE:
RK
1112GI23
REVISED BY: I DATE:
REVISED BY:1 DATE: I
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1 . CODE -INTERNATIONAL EX515TING BUILDING CODE (IEBC) 2018 EDITION. UNIFORM PLUMBING
CODE (UPC) 2018 EDITION. INTERNATIONAL FIRE CODE (IFC) 2018 EDITION. 2020 NATIONAL
ELECT. CODE (NEC) * STATE AMENDMENTS.
2. CONTRACTOR TO VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.
3. DO NOT SCALE THESE DRAWINGS FOR CRITICAL DIMENSIONS. ALL DIMENSIONS TO FACE OF STUDS AND FACE OF CONCRETE UNLE55 OTHERWISE
NOTED.
4. REPORT ERRORS AND / OR OMISSIONS TO THE DESIGNER IMMEDIATELY.
5. DO NOT VARY OR MODIFY THE WORK SHOWN, EXCEPT ON WRITTEN INSTRUCTION OF THE DESIGNER. ALL WORK SHALL CONFORM TO ALL LOCAL AND
STATE BUILDING CODES AND ORDINANCES AND BE ENFORCED BY THE CONTRACTORS AT ALL TIMES.
G. GENERAL CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION BARRICADES AND / OR CANOPIES A5 REQUIRED BY THE LOCAL AUTHORITIES OR A5
NECESSARY FOR PEDESTRIAN SAFETY.
7. DURING CONSTRUCTION CONTRACTORS SHALL PROVIDE AND MAINTAIN FIRE EXTINGUISHERS A5 REQUIRED BY THE LOCAL FIRE DEPARTMENT FIELD
I N5PECTOK.
8. CONTRACTOR TO BE RESPONSIBLE FOR FLK. PATCHING, LEVELING * PREPARATION OF FLOOR FINISHES.
9. MAINTAIN A MINIMUM OF G" BETWEEN FINISH GRADE AND UNTREATED FRAMING MATERIALS.
10. FIN15H GRADE SHALL SLOPE AWAY FROM BUILDING TOWARD DRAINAGE FACILITIES.
1 1. SLOPE ALL DECKS, WALKS AND PATIOS 1/4"/FT. MIN. AWAY FROM BUILDINGS.
12. ALL LUMBER MUST BEAR AN APPROVED GRADING STAMP.
13. ALL WOOD IN CONTACT WITH EARTH OR CONCRETE SHALL BE PRESSURE TREATED.
14. ALL EXF05ED EXTERIOR METAL SHALL BE PAINTED, GALVANIZED OR NONFERROUS.
15. ALL GLA55 IN HAZARDOUS AREAS AND ALL GLA55 WITHIN 1 8" OF FLOOR OR A DOOR OPENING SHALL BE APPROVED SAFETY GLASS.
I G. INTERIOR WALL AND CEILING FIN15H FLAME 5PREAD RATINGS SHALL CONFORM TO THE IRC.
17. TOILET ROOM WALLS TO BE FINISHED WITH MOISTURE RESISTANT MATERIALS TO A MIN. HEIGHT OF 70" ABOVE FLOOR. FLOOR AND WALLS SHALL
HAVE SMOOTH NON ABSORBENT SURFACES.
18. ANY/ ALL NEW DUCT WORK SHALL BE CONSTRUCTED, ERECTED AND TESTED IN
ACCORDANCE WITH THE M05T RESTRICTIVE LOCAL REGULATIONS AND PROCEDURES DETAILED IN A5HKAE HANDBOOK OF FUNDAMENTALS OR THE
APPLICABLE STANDARDS ADOPTED BY THE SHEET METAL AND AIR CONDITIONING CONTRACTORS NATIONAL ASSOCIATION.
19. MECHANICAL VENTILATION WILL BE A MINIMUM OF I 10 CFM FOR ALL FANS
20. EXHAUST DUCTS SHALL BE INSTALLED IN 2G GA. METAL DUCTS VENTED TO AN EXTERIOR TERMINAL WITH APPROVED BACK DRAFT DAMPER (R-4
IN5UL.)
2 1. TOILET ROOMS TO INSTALL MECHANICAL VENTILATION CAPABLE OF PROVIDING 50 CFM AT 25 W.G.
22. THE DESIGNER DOES NOT ASSUME LIABILITY FOR UNSUITABLE 501L CONDITIONS. THE OWNER SHALL CONDUCT TESTS TO DETERMINE THE
SUITABILITY OF 5UBGKADE SOILS FOR LOADS PROPOSED.
23. THE CONTRACTOR ASSUMES ALL KE5PON5ABILITY FOR VERIFICATION OF BUILDING CODE REQUIREMENTS AND ASSUMES ALL RE5PON5ABILITY FOR
CONSTRUCTION DETAILS ONCE PERMIT 15 ISSUED.
5WPPP ELEMENT 1: PRESERVE VEGETATION/MARK CLEARING LIMITS
LAND D15TUKBING ACTIVITIES FOR DEVELOPMENT ARE ALLOWED ONLY IF CONDUCTED PURSUANT TO A 5WPPP THAT ESTABLISHES THE PERMITTED AREAS
OF LAND D15TURBING ACTIVITY. WHEN ESTABLISHING THESE LAND D15TURBING ACTIVITY AREAS, CONSIDERATION SHALL BE GIVEN TO MINIMIZING THE
REMOVAL OF EXISTING TREES AND MINIMIZING DISTURBANCE AND COMPACTION OF NATIVE SOILS, EXCEPT A5 NEEDED FOR BUILDING PURPOSES. THE
DUFF LAYER, NATIVE TOP SOIL, AND NATURAL VEGETATION SHALL BE RETAINED IN AN UNDISTURBED STATE TO THE MAXIMUM DEGREE PRACTICABLE.
-BMP C 1 01 : PRESERVING NATURAL VEGETATION
-BMP C 1 04: STAKE AND WIRE FENCE
-BMP C233: 51LT FENCE
5WPPP ELEMENT 2: ESTABLISH CONSTRUCTION ACCESS
CONSTRUCTION VEHICLE INGRESS AND EGRE55 SHALL BE LIMITED TO ONE ROUTE, WHEN POSSIBLE.
-EXISTING ENTRANCE TO PROPERTY 15 THE ONLY ONE THAT WILL BE USED FOR CONSTRUCTION VEHICLES.
5WPPP ELEMENT 4: INSTALL SEDIMENT CONTROLS
IF THERE 15 RUNOFF FROM THE CONSTRUCTION SITE, SEDIMENT SHALL BE REMOVED FROM THE RUNOFF.
-A 51LT FENCE AND/OR A STRAW BALE BARRIER WILL BE INSTALLED AROUND AREAS OF THE NEW FOUNDATIONS
-BMP C230: STRAW BALE BARRIER
-BMP C233: 51LT FENCE
5WPPP ELEMENT 5: STABILIZE SOILS
THE APPLICANT SHALL STABILIZE ALL EXPOSED AND UNWORKED SOILS THROUGH THE APPLICATION OF BMP5 PURSUANT TO VOLUME II, CHAPTER 4 OF
TH15 MANUAL.
-SOILS ARE ALREADY 5TA15ALIZED DUE TO THE EXISTING FOUNDATION BEING CONSTRUCTED
5WPPP ELEMENT G: PROTECT SLOPES
CUT AND FILL SLOPES SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH CHAPTER 30.G3B 5CC AND IN A MANNER THAT WILL MINIMIZE
ER05ION AND COMPLY WITH THE COUNTY'5 APPLICABLE CRITICAL AREA REGULATIONS. CUT AND FILL SLOPES SHALL BE PROTECTED FROM EROSIVE AND
CONCENTRATED FLOWS UNTIL PERMANENT COVER AND DRAINAGE CONVEYANCE SYSTEMS ARE IN PLACE.
-NO STEEP SLOPES ON PROPERTY
5WPPP ELEMENT 7: PROTECT PERMANENT DRAIN INLETS
ALL PERMANENT STORM DRAIN INLETS REQUIRE PROTECTION FROM SEDIMENT AND 51LT-LADEN WATER.
-BMP C220: STORM DRAIN INLET PROTECTION
5WPPP ELEMENT 8: STABILIZE CHANNELS AND OUTLETS
TEMPORARY AND PERMANENT CONVEYANCE SYSTEMS AND THEIR OUTLETS SHALL BE PROTECTED AND STABILIZED TO PREVENT EROSION DURING AND
AFTER CONSTRUCTION.
-FOUNDATION WORKTO BE COMPLETED IN JULY OR AUGUST OF 2022
5WPPP ELEMENT 9: CONTROL POLLUTANTS
THE 5WPPP SHALL SHOW HOW ALL POLLUTANTS, INCLUDING WASTE MATERIALS AND DEMOLITION DEBRIS, SHALL BE HANDLED AND DISPOSED OF IN A
MANNER THAT DOES NOT CONTAMINATE 5TORMWATER.
-BMP C 15 1: CONCRETE HANDLING
-BMP C 1 52: 5AWCUTTING AND SURFACING POLLUTION PREVENTION
-BMP C 1 53: MATERIAL STORAGE, DELIVERY, AND CONTAINMENT
5WPPP ELEMENT 1 1: MAINTAIN BEST MANAGEMENT PRACTICES
5WPPP ELEMENT I I ESTABLISHES REQUIREMENTS REGARDING THE MAINTENANCE OF BMP5. THE 5WPPP SHALL PROVIDE FOR INSPECTION AND
MAINTENANCE OF THE CONSTRUCTED BMP5. THE APPLICANT SHALL MAINTAIN 13MP5 AND COMPLY WITH THEIR REMOVAL AT THE END OF THE PROJECT.
-BMP C 1 50: MATERIALS ON HAND
5WPPP ELEMENT 1 2: MANAGE THE PROJECT
THE 5WPPP NARRATIVE SHALL DESCRIBE HOW THE PROJECT 51TE SHALL BE MANAGED FOR 501L EROSION AND SEDIMENTATION CONTROL THROUGHOUT
THE LIFE OF THE PROJECT.
-BMP C 1 50: MATERIALS ON HAND
5WPPP ELEMENT 1 3: PROTECT ON-51TE 5TORMWATER MANAGEMENT BMP5 FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES
ON-51TE 5TORMWATER MANAGEMENT BMP5 USED FOR RUNOFF FROM ROOFS AND OTHER HARD SURFACES INCLUDE: FULL DISPERSION, ROOF
DOWNSPOUT FULL INFILTRATION OR D15PEK51ON SYSTEMS, PERFORATED 5TUB0UT CONNECTION5, RAIN GARDENS, BIORETENTION SYSTEMS,
PERMEABLE PAVEMENT, 5HEETFLOW DISPERSION, AND CONCENTRATED FLOW DISPERSION.
-BMP C233: SILT FENCE
-BMP C234: VEGETATED STRIP
GENERAL CONSTRUCTION 5TORMWATER POLLUTION PREVETION PLAN (5WPPP)
1() Preserve Vegetation/Cover Soils. A) Preserve as much native vegetation as possible. Be sure to observe clearing
and grading limits, and comply with all city vegetation preservation and stream/wetland setback requirements.
Time the clearing so it occurs no sooner than necessary for subsequent construction activities. B) Provide
temporary vegetation/cover as needed. Examples of this include: temporary seeding/ hydroseeding; mulch, such
as hay straw, or wood fiber; mats/blankets, such as jute mat excelsior; woven straw blanket; or netting; plastic
sheeting with anchors. C) Provide permanent vegetation cover as soon as earthwork is complete (seeding or
hydroseeding or sodding.
H) Control Runoff During Construction: Reduce runoff velocities. Techniques include: vegetating exposed soils
and ditches; riprap; check dams including straw bales, rocks, pea gravel bags, and sand bags; terracing or
contouring the site; and filter fabric fencing.
III) Install and Maintain Sediment Controls. A) Install sediment controls such as: 1) lower cost (non -engineered),
filter fabric fence, check dams, rock berms, sediment traps, and catch basins and drain filters. 2) moderate cost
(engineered), intercepting ditches, cut-off trenches, level spreader, and gradient terracing/contouring. 3) Higher
cost (engineered), siltation/sedimentation pond, grass -lined swale or constructed wetland. B) Maintain sediment
controls by frequent inspection of control facilities to make sure they are working properly (trapping sediment on -
site, with water leaving site clear), and removing collected sediment as needed from sediment traps.
IV) Keep Fresh Concrete Mortar out of Storm Drains and Streams. A) Use designated wash -out areas. B) Take
care when building concrete aggregate driveways making sure to wash out the fines to the side, not down the
driveway. If the driveway is sloped, place straw bales at the bottom or divert flow to a safe sediment basin. C)
Never wash fresh concrete mortar into the storm drain or a stream.
V) Keep Business and Work Areas Clean and Maintain Catch Basins. Examples include: picking up litter,
sweeping surfaces which drain to storm drain, using a tarp to cover the ground when sanding to catch chips,
cleaning up all wastes at the work site, maintaining construction equipment to fix any oil leaks, installing and
maintaining an oil/water separator, covering all stock piled materials, and cleaning catch basins.
VI) Cover Containers and Materials. A) Cover all potentially polluting materials such as dumpsters, waste
container drums, tanks, boxes, chemicals, paints. solvents, stockpiles of lumber, other building material, metal
products, top soil, and landscaping materials. B) Cover adequately by developing good storage areas that keep
materials covered so pollutants can't wash away during rain or snow.
VH)Prepare For and Clean Up Spills. A) There are three overall practices to minimize pollution from spills: 1)
Handle materials carefully to avoid spills and leaks, 2) Prepare a clean up plan, and 3) Immediately clean up any
spills. When preparing a clean up plan make sure to: a) Establish who to notify in the event of a spill, b) Provide
specific clean up instructions, c) Assign a person to be in charge of clean up, and d) Prepare spill containment
and clean up kits which are easy to reach and use. Remember to clean up spills immediately, and observe clean
up plans and safety requirements. If there isn't a plan, take the following steps: 1) Stop or isolate the source of the
spill, 2) If there's a chance the spill could enter the storm drain or sewer, close drain inlet and divert any incoming
water. 3) Cover the spill with absorbent material(s) that can be easily swept or picked up such as kitty litter,
sawdust, or vermiculite (make sure that materials used for hazardous waste clean up are treated as hazardous
waste for disposal), and 4) Report spills to City of Edmonds Engineering Division, Hydraulics Engineer at 425-
771-0220: or for large spills, contact Department of Ecology at 425-649-7000.
VIII)Dispose of Wastes Properly. Proper waste disposal depends on both the properties and the amount of the waste.
To dispose of waste: 1) Identify if it is hazardous, 2) Estimate the amount in pounds, 3) Determine the disposal
method, and 4) If necessary, contact a hazardous waste service. This is a very broad subject and if you have any
questions about waste disposal contact the City of Edmonds Recycling Coordinator at 425-771-0235; or the
Snohomish County Household Hazardous Waste Disposal Station at 425-388-6050.
IX) Minimize Waste. Wastes can be minimized through good housekeeping, separating different wastes, substituting
non -hazardous materials in the place of hazardous ones, and maintaining products and construction equipment.
Reducing wastes reduces potential sources of pollutants to the drainage system and also preserves natural
resources. The following are a few ideas: 1) Use solvents more than once, 2) Buy the least toxic products
available, 3) Buy only what you need and use only what is needed, 4) Purchase products that last longer (better
quality), and 5) See if others can use your waste (use the services of the Industrial Materials Exchange 206-296-
4899), for more information contact the City of Edmonds Recycling Coordinator at 425-771-0235.
X) Recycle Unwanted Materials. Unwanted materials produced at Construction sites can often be recycled, at less
cost than conventional disposal methods. The City has recycling guides available regarding construction,
demolition, and land clearing (CDL) activities. The recycling guide lists sites that accept CDL materials, and
outlines how to se -up worksite recycling. Other ways to make recycling work are: 1) Purchase recycled products,
2) Separate wastes, 3) Avoid phenol, 4) Keep receipts, and 5) Recycle what you can.
XI) Preserve/Enhance Streams, Wetlands, and Adjacent Vegetation. Protect streams and wetlands, remember,
stream and wetland protection is required by City of Edmonds Codes. Contact City of Edmonds, Planning
Division at 425-771-0220 for more information.
XII)Educate Employees and Customers. Participate in workshops, courses, and knowledge transfer. Conduct
annual water quality training sessions for all employees. Include water quality training in new -employee
orientations and in written procedures. Make sure customers are aware of BMPs, and explain BMPs to peer
businesses. Remember, water quality is the responsibility of everyone.
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CONTOUR LINES --------------------
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SCALE: 1 " = 20'-0"
-ALL EXISTING DOWNSPOUT LOCATIONS
TO REMAIN
BEST MANAGEMENT PRACTICES:
W
BMP C 1 01 - PRESERVE EXISTING VEGETATION
HOUSE
BMP C 12 1 - MULCHING, FILL IN DISTURBED AREAS W/ AMENDED SOILS
MULCH
roof
COO C
BMP T 10 I -TREE PROTECTION, NOT APPLICABLE
downspout
C
BMP C233 -SILT FENCE, NOT APPLICABLE
serves up
BMP C 123 - STOCK PILE MAAGEMENT, EXCAVATED MATERIAL COVERED
to 700 s.f.
�OOCC
W/ PLASTIC SHEETHING, .7 CUBIC YARDS FROM EXCAVATION OF NEW
of roof
ADO C
FOOTINGS
50' min.
BMP C 105 - MANAGEMENT OF VEHICLE TRACKING OF SEDIMENT, USE
RESUB
vegetated
OOC
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EXISTING CONCRETE DRIVEWAY
Jun 18 2024
flow path
�O=
BMP C220 - INLET PROTECTION, NOT APPLICABLE - STREET INLET IS
CITY OF EDMONDS
HIGHER THAN FLOOR LEVEL OF EXISTING HOUSE BY APPROX. 8'
SERVI
DEVELOPMENT CES
DEC
DEPARTMENT
splash
block
"',- - downspout extension
NTS
splash
block
TYPICAL DOWNSPOUT 5PLA5HBLOCK D15PEK51ON
NTS
DRAWN BY:
DATE:
RK
5/20/23
REVISED BY:
DATE:
RK
1112GI23
REVISED BY: I DATE:
REVISED BY: I DATE: I
AI.I
1Q'_91, 9R'_1n„ 14'_-'V'
GENERAL NOTE_
- GENERAL CONTRACTOR SHALL VERIFY AND COORDINATE ALL EXI5TING AND NEW UTILITIES AND 51TE CONDITIONS BEFORE AND
DURING GON5TRUCTION. INFORM ARCHITECT/DE5I6NER OF VARIATION5 BETWEEN CONTRACT DOGUMENT5 AND EXI5TING CONDITION5.
- DO NOT 50ALE DRAWIN65; VERIFY ALL DIMEN51ON5 ON THE JOB.
- DIMEN51ON5 ARE TO FACE OF FOUNDATION WALL5 AND FACE OF ROUGH FRAMING, UNLE55 NOTED OTHERWI5E.
- FLOOR -TO -FLOOR DIMEN51ON5 FROM TOP OF 5UBFLOOR TO TOP PLATE5, UNLE55 NOTED OTHERWI5E.
- PROVIDE 50LID BLOCKING BEHIND ALL WALL HUNG FIXTURES AND ACCE55ORIE5.
- PROVIDE 2" 5TRIP VENT5 @ ALL CANTILEVERED AREAS.
- OPENIN65 SHALL BE CAULKED, SEALED, OR WEATHER5TRIPPED.
- 5EAL TEAR5 AND JOINT5 IN INSULATION WITH TAPE.
- 5HOWER FLOW CONTROL LIMITED TO 2.5 GPM.
- M015TURE CONTROL TO BE PROVIDED PER WA5HINGTON STATE ENERGY CODE.
- 5ERVICE WATER PIPES IN UNHEATED 5PACE5 5HALL BE IN5ULATED PER WA5HINGTON STATE ENERGY CODE.
- MINIMUM 6 MIL VI50UEEN GROUND COVER REQUIRED IN CRAWL 5PAGE, LAPPED 12" AT JOINTS.
- PROVIDE FIRE BLOCKING, DRAFT5TOP5 AND FIRE5TOP5 PER THE INTERNATIONAL RE51DENTIAL CODE
- ALL NAILIN6/FA5TENER5 PER INTERNATIONAL RE51DENTIAL CODE
- PROVIDE APPROVED 5ECUR17Y AND LOGKING DEVIGE5 AT NEW DOORS AND WINDOWS PER IRG
- VERIFY SMOKE DETEGTOR5 IN5TALLED PER IRG
- PROVIDE OUT5IDE AIR 5OURCE WITH MINIMUM 4 50UARE INCH VENTILATION INLETS FOR EACH HABITABLE ROOM.
GENERAL NOTES:
I. CONTRACTOR SHALL VERIFY ALL NOTES, DIMEN51ON5 d CONDITION5 PRIOR TO CONSTRUCTION
2. ® INDICATE5 POINT LOAD SUPPORTED BY 5TRUGT P05T TO FND
3. ALL FOOTING5 TO BEAR ON UND15TURBED 501L
4. ALL WOOD IN CONTACT WITH CON-. TO BE PRESSURE TREATED
5. SOFFIT, VENT, d IN5ULATE CANTILEVERED AREA5
b. IN5TALL HOLD DOWN5 PER 5TRUGTURAL
1. STEP FOUNDATION PER 51TE CONDITIONS
8. 2,000 P.5.F. ASSUMED 501L BEARING CAPACITY 5HALL BE VERIFIED IN FIELD
Q. ALL CONSTRUCTION TO COMPLY THE 2018 IRG AND ALL 5TATE AND LOCAL CODE5
10. LOCATE HOLD DOWN ANGHOR5 TO COORDINATE WITH 5HEARWALL END MEMBERS ABV
II. ALL DIMENSIONS ARE FRAMING TO FRAMING AND BA5ED ON ACTUAL MATERIAL THIGKNE55
12. VERIFY ALL GUTTER AND DOWNSPOUT LOGATION5 ON 51TE AT TIME OF CONSTRUCTION
13. DOOR HEADER5 ® 6-8"" AFF UNO
14. WINDOW HEADER5 ® b'-8" AFF UNO
15. TRU55E5 PER MANUFACTURER 5PECIFICATION5
lb. WINDOW a DOOR HEADER5 TO BE bX8 DF#2 ® 5PAN5 b'-O" OR I F55
I'l. EXTERIOR WALL5 TO BE 2Xb 5TUD5 ® Ib" O.G., U.N.O.
15. PROVIDE FIRE BLOCKING ® ALL PLUMBING PENETRATIONS
19. IN5TALL 51MP50N GONG. TO WOOD HOLDOWNS 1 1/2" FROM CORNER5 S WINDOW
ROUGH OPENING5 U.N.O., 5EE MANUFACTURER'S 5PEG5
20. 5MOKE/GO DETEGTOR5 5HALL BE IIOV INTERCONNECTED W/ BATTERY BACKUP, INSTALLED ON EACH
FLOOR 4 IN ALL BEDROOM5 b IN EACH LOCATION WHERE THERE 15 A CEILING CHANGE GREATER THAN 24"
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JunIJ8'12024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DRAWN BY: DATE:
RK 5/20/2.
REVISED BY: I DATE:
RK I I I /2G/23
REVISED BY: I DATE:
REVISED BY: I DATE:
A2.0
BUILDING CODE NOTES
ANCHORAGE OF APPLIANCES - APPLIACNES DESIGNED TO BE FIXED IN POSITION SHALL
AP BE SECURELY FASTENED IN PLACE. SUPPORTS FOR APPLIANCES SHALL BE DESIGNED AND
Ed
CONSTRUCTED TO SUSTAIN VERTICICAL AND HORIZONTAL LOADS WITHIN THE STRESS
LIMITATIONS SPECIFIED IN THE BUILDING CODE. IRC SECTION M 1307.2
EGRESS - ONE WINDOW OR DOOR IN THE BASEMENT AND IN EACH BEDROOM MUST
MEET THESE REQUIEMENTS;
-5.7 SOFT MIN. NET CLEAR OPEN AREA. 44" MAX
EG SILL HEIGHT
-20" MIN. CLEAR OPEN WIDTH, 24" MIN. CLEAR
OPEN HEIGHT, IRC R31 0.
GARAGE - FROM THE RESIDENCE AND ATTICS NOT LESS THAN 112" GYPSUM BOARD OR
EQUIVALENT APPLIED TO THE GARAGE SIDE. STRUCTURES SUPPORTING FLOOR/CEILING
ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION, NOT LESS THAN I /2"
GYPSUM BOARD OR EQUIVALENT PER TABLE R302.G.
GARAGE CEILINGS - FROM HABITABLE ROOMS ABOVE GARAGE NOT LESS THAN 5/6" TYPE
GC X GYPSUM BOARD EQUIVALENT PER TABLE K302.G.
GARAGE DOOR- 1-3/6" THICK (MIN.) SOLID CORE OR 20 MIN. FIRE RATED DOOR
GD REQUIRED BETWEEN GARAGE AND DEWELLING W/ 20 MIN SELF -CLOSING OR AUTOMATIC -
CLOSING DEVICE PER IRC 302.5. 1.
HAND/GUARD RAIL - HAND RAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF
EACH FLIGHT OF STAIRS W/ 4 OR MORE RISERS. AT 34"-38" ABOVE TREAD NOSING AND
HR HANDRAIL GRASPING DIMENSION TO BE I 1/4"-2" MAX 4" OPENING BETWEEN
INTERMEDIATE RAILS, PER IRC 3 1 1 .7.8 � IRC 3 1 1 .7.8. 1 � IRC R3 1 1.7.8.5
EXHAUST FANS - KITCHENS, BATHRROMS, LAUNDRY ROOMS MUST BE VENTED
EF MECHANICALLY. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING, PER IRC
M 1507.3 � M 1508. (FOR THIS PROJECT, ALL EXHAUST FANS TO BE I 10 CFM MIN.)
UNLESS OTHERWISE NOTED, ALL VENTING THROUGH ROOF
ROOF VENTILATION - UNVENTED ROOF ASSEMBLY PER R80G.5 ALL ATTIC SPACE TO BE
RV WITHIN THERMAL ENVELOPE. AIR IMPERMEABLE INSULATION TO BE GLASS II VAPOR
RETARDER OR HAVE CLASS II VAPOR RETARDER COATING IN CONACT WITH INSULATION.
ASSEMBLY TO COMPLY WITH R80G.5. 1 * R80G.5.4.
El R3 INSULATION - INSULATE ALL HOT 4� COLD WATER PIPES IN UNCONDITIONED AREAS
WITH R-3 INSULATION.
STAIRS - MIN. WIDTH = 30", MAX. 7 3/4" RISE, MIN. 10" RUN, MIN. 08" HEAD ROOM,
PER IRC R3 1 1.7.
SMOKE ALARMS AND CARBON MONOXIDE ALARMS - MUST BE POWERED BY
CSD INERCONNECTED BUILDING WIRING AND HAVE BATTERY BACK-UP IN NEW CONSTRUCTION
AND ADDTIONS. SD * CO ALARMS REQUIRED IN SLEEPING ROOMS, OUTSIDE BEDROOMS
AND ON OTHER FLOORS, INCLUDING BASEMENTS. ANY ALARM MUST BE CLEARLY AUDIBLE
IN ALL BEDROOMS, PER IRC R3 14.2.2, R3 14.3 $ R3 14.5.
SAFETY GLASS - GLAZING IN OR ADJACENT TO DOORS (24"), GLAZING LESS THAN 18"
F5SG FROM THE FLOOR, GLAZING ADJACENT TO STAIRS AND STAIR LANDINGS, GLAZING OF AN
G
INDIVIUDAL PANE LARGER THAN 95QFT, GLAZING IS MORE THAN 3G" ABOVE THE FLOOR,
GLAZING ONE OR MORE WALKING SURFACES ARE W/IN 30 MEASURED HORIZONTALLY
AND IN A STRAIGHT LINE PER IRC R308.4.3
WHOLE HOUSE VENTILATION - EACH DWELLING UNIT SHALL BE EQUIPPED WITH A WHOLE
WHMV HOUSE VENITLATION SYSTEM WHICH SHALL BE CAPABLE OF PROVIDING THE VOLUME OF
OUTDOOR AIR SPECIFIED IN TABLE M 1506.2. INTERMITTENTLY OPERATED, WHOLE HOUSE
SYSTEMS SHALL HAVE THE CAPABILITY FOR CONTINUOUS OPERATION AND SHALL HAVE A
MANUAL CONTROL AND AN AUTOMATIC CONTROL AND SHALL BE SIZED ACCORDINGLY
PER IRC CHAPTER 15, M 1 507.3, M 1508.2 M 1508.3.
FG FG - FIXED GLASS
NOTE:
ALL EXT. HEADERS ARE TO BE INSULATED TO K- 10 (MIN.)
ALL DIMENSIONS ARE WALL STUD FACE UNLE55 NOTED OTHERWISE
ALL INTERIOR WALLS TO BE 2X4 DIMENSION LUMBER W/ 1/2" GWB EA.
51DE, U.N.O.
PLUMBING WALLS TO BE 2XG
ROOF SYSTEM (UN -VENTED)
STANDING SEAM METAL ROOFING OVER 1 5# FELT ROOFING PAPER
OVER METAL FLA5HING5 OVER 1/2" PLYWOOD CDX SHEATHING OVER
ROOF FRAMING PER STRUCTURAL PLANS WITH 3" CLOSED CELL,
SPRAYED -IN INSULATION (K- 1 95) WITH 8.5" GATT INSULATION (K-30)
OVER 5/8" GWB (AT INTERIOR SPACE) OR CLEAR OK `B' GRADE DF
T*G SHEATHING @ O.H.'5
EXTERIOR WALL SYSTEM
CEDAR I X8 LAP 51DING OVER M051TURE BARRIER; 30 LB. BUILDING
PAPER, OVER STRUCTURAL SHEATHING, OVER 2XG STUDS @ I G"
0. C. WITH 2" FOAM INSULATION (K- 1 3) OVER FIBERGLASS BIB
INSULATION K- 13 (R-2G AT HEATED SPACES OVER %2" GWB)
UPPER FLOOR FRAMING
FINISH FLOORING OVER 3/4" T*G PLYWOOD OVER FLOOR JOISTS PER
STRUCTURAL PLANS W/ R-38 BATT INSULATION OVER 5/8" GWB
MAIN FLOOR SYSTEM
4" CONCRETE SLAB WITH K- 10 RIGID INSULATION, CONT. (AT HEATED
SPACES) OVER GMIL. VAPOR BARRIER
GARAGE FLOOR SYSTEM
4" CONCRETE SLAB W/ #3 REBAR @ 24" O.C. EACH WAY OVER G MIL
POLY VAPOR BARRIER OVER 4" COMPACTED GRANULAR FILL
REFER TO STRUCTURAL SHEETS
FOR BEAM SIZES AND
5TRUCTURAL DETAIL5
-ANY DISCREPANCIES BETWEEN
STRUCTURAL SHEETS AND
ARCHITECTURAL SHEETS,
STRUCTURAL SHEETS SHALL
GOVERN.
WA5HINGTON STATE ENERGY CODE REQUIREMENTS:
1. ALL 51NK5 SHALL BE EQUIPPED WITH HOT WATER FLOW
CONTROL DEVICES LIMITING FLOW TO 0.5 GPM, WHEN
ENERGY CREDIT 5A SELECTED.
2. EXTERIOR JOINTS AROUND WINDOWS, DOORS, WALL,
AND ROOF PENETRATIONS SHALL BE SEALED, CAULKED,
GA5KETED OR WEATHER-STRIPPED TO LIMIT AIR LEAKAGE.
3. VAPOR BARRIERS WITH A MINIMUM 1.0 PERM RATING
SHALL BE INSTALLED ON THE WARM 51DE OF INSULATED
COMPONENTS.
4. CONTROLLED INDOOR MECHANICAL VENTILATION
SYSTEMS WITH FRESH AIR SUPPLY SHALL BE INSTALLED IN
ALL HABITABLE ROOMS.
5. HVAC SYSTEMS SHALL BE 51ZED NO GREATER THAN
150 % OF THE HEATING AND COOLING DE51GN LOADS.
MIN. OUTDOOR AIR QUANTITIES SHALL BE PROVIDED PER
W5EC.
G. WHERE PRIMARY HEATING SYSTEM 15 FORCED AIR
FURNACE, A PROGRAMMABLE THERMOSTAT SHALL BE
INSTALLED CAPABLE OF, AT MINIMUM, A 5-2
PROGRAMMABLE SCHEDULE * BE CAPABLE OF AT LEAST 2
SETBACK PERIODS PER DAY, PER R403. 1 . 1
7. A MINIMUM OF 90% OF PERMANENTLY INSTALLED
LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY
LAM P5 .
19'-2"
EXISTING CONCRETE PATIO AREA
26'-0"
45' - 6 1 /2"
— NEW UPPER FLOOR
ROOF OVERHANG
r----------------------------------------------�---- ----� EXISTING ROOF OVERHANG
3'-91/2" 3'-10" 4'-0" 3'-10" 3'-9—
— — — — — — — — — — — — — —
i
EXISTING BEAM AND POSTS SUPPORTING EXISTING ROOF
8'-7" 8'-9" 8'-7"
ol
ol
-LIGHT GRAY LINES REPRESENT 26' - o"
NEW DECK ABOVE MAIN FLOOR.
-DEPTH OF SECOND FLOOR
DECK=7'-9', 202 SQFT OF NEW
SPACE
-NEW 2ND FLOOR HEATED LIVING
SPACE IN ADDITION TO EXISTING _
I, SECOND FLOOR AREA.
-279 SQFT OF NEW AREA
N
TV ROOM
-LIGHT GRAY AREA 15 EXISTING
2 N D FLOOR FOOTPRINT ABOVE
MAIN FLOOR.
-534 SQFT OF EXISTING SPACE
FIREPLACE
M
9'-0"
LIVING ROOM
N
5' - 6 1 /2"
ti
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5'-6"
FRIDGE
DOUBLE
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D/W
M/W
ISLAND L
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5'-7" �
10'-2"
N
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7'-1"
DINING ROOM
STORAGE
4'-4" _
OFFICE
12'-0"
N
1 4'-3"
r
3'-9" 3'-11" 3'-91/2" 3'-11" 3'-91/2" i401
8 8 I
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19'-2"
EXISTING MAIN ELOOK WITH NEW SECOND ELOOK
OUTLINE * NEW SECOND ELOOK KOOE OVERHANG
SCALE: 1 /4" = 1 ' 0"
NOTES:
-ALL EXT. HEADERS ARE TO BE
INSULATED TO K- 10 (MIN.)
-ALL DIMENSIONS ARE WALL
STUD FACE UNLE55 NOTED
OTHERWISE
-ALL INTERIOR WALLS TO BE
2X4 DIMEN51ON LUMBER W/
1/2" GWB EA. SIDE, U.N.O.
-PLUMBING WALLS TO BE 2XG
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SQFT
14'-3"
3'-91/2" 3'-91/2" 3'-4"
MASTER BEDROOM
3'-2" 1'-51
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CLOSET BATH
POWDER
aOSET
10' - 10"
BEDROOM # 2
GARAGE
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Jun 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DRAWN BY: DATE:
RK 5/20/23
REVISED BY: DATE:
RK 1 /2G/23
REVISED BY: DATE:
REVISED BY: DATE:
A3.0
BUILDING CODE NOTES
ANCHORAGE OF APPLIANCES - APPLIACNE5 DESIGNED TO BE FIXED IN POSITION SHALL
AP BE SECURELY FASTENED IN PLACE. SUPPORTS FOR APPLIANCES SHALL BE DESIGNED AN
Ed
CONSTRUCTED TO SUSTAIN VERTICICAL AND HORIZONTAL LOADS WITHIN THE STRESS
LIMITATIONS SPECIFIED IN THE BUILDING CODE. IRC SECTION M 1307.2
EGRESS - ONE WINDOW OR DOOR IN THE BASEMENT AND IN EACH BEDROOM MUST
MEET THESE REQUIEMENTS;
-5.7 SQFT MIN. NET CLEAR OPEN AREA. 44" MAX
EG SILL HEIGHT
-20 MIN. CLEAR OPEN WIDTH, 24 MIN. CLEAR
OPEN HEIGHT, IRC R3 10.
GARAGE - FROM THE RESIDENCE AND ATTICS NOT LESS THAN 112" GYPSUM BOARD OR
EQUIVALENT APPLIED TO THE GARAGE SIDE. STRUCTURES SUPPORTING FLOOR/CEILING
ASSEMBLIES USED FOR SEPARATION REQUIRED BY THIS SECTION, NOT LESS THAN 112"
GYPSUM BOARD OR EQUIVALENT PER TABLE R302.G.
GARAGE CEILINGS - FROM HABITABLE ROOMS ABOVE GARAGE NOT LESS THAN 5/8" TYPE
GC X GYPSUM BOARD EQUIVALENT PER TABLE K302.G.
GARAGE DOOR- 1 -3/8" THICK (MIN.) SOLID CORE OK 20 MIN. FIRE RATED DOOR
GD REQUIRED BETWEEN GARAGE AND DEWELLING W/ 20 MIN SELF -CLOSING OR AUTOMATIC -
CLOSING DEVICE PER IRC 302.5. 1.
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20'- 0 1 /2"
4XG POS
LAG BOL
BOTTOM
BEAM TC
HAND/GUARD RAIL - HAND RAILS SHALL BE PROVIDED ON NOT LESS THAN ONE SIDE OF
EACH FLIGHT OF STAIRS W/ 4 OR MORE RISERS. AT 34"-38" ABOVE TREAD NOSING AND
FEATURES
HR HANDRAIL GRASPING DIMENSION TO BE 1 1/4"-2" MAX 4" OPENING BETWEEN
FR1
Variables speed INVERTER -driven com
compressor
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INTERMEDIATE RAILS, PER IRC 31 1 .7.6 * IRC 31 1 .7.6. 1 � IRC R3 1 1.7.6.5
• Built-in base pan heater
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• Quiet outdoor unit operation as low as 54 dB(A)
EXHAUST FANS - KITCHENS, BATHRROMS, LAUNDRY ROOMS MUST BE VENTED
High-pressure protection
-7 MECHANICALLY. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING, PER IRC
Compressor thermal protection
-
M 1507.3 * M 1508. (FOR THIS PROJECT, ALL EXHAUST FANS TO BE 110 CFM MIN.)
Compressor overcurrent detection
UNLESS OTHERWISE NOTED, ALL VENTING THROUGH ROOF
Fan motor overheating/voltage protection
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• Hyper -heating performance offers 100% heating capacity at 5'F and 90% heating capacity at -13JF
ROOF VENTILATION - UNVENTED ROOF ASSEMBLY PER R80G.5 ALL ATTIC SPACE TO BE
RV
Blue Fin anti -corrosion treatment applied to the outdoor unit heat exchanger for increased coil protection and longer life
WITHIN THERMAL ENVELOPE. AIR IMPERMEABLE INSULATION TO BE BLA55 II VAPOR
Rated for 2.000 hours spraying time perASTM B117 Standard
RETARDER OR HAVE CLA55 II VAPOR RETARDER COATING IN CONACT WITH INSULATION.
ASSEMBLY TO COMPLY WITH R80G.5. 1 � K80G.5.4.
SEER2 19.0// 17251/15.5116.7H14A
E E R2' 13.5 /111.751110-01 11.751110.0
ElR3HSPF2
R3 INSULATION - IN5ULATE ALL HOT * COLD WATER PIPES IN UNCONDITIONED AREAS
(IV) 10.01/ 925 H 8.518.95 n 7.9
(Non -Ducted // Mix (Low -static) // Ducted
WITH K-3 INSULATION.
(Low -static) I Mix (High -static) // Ducted COP at 47'F= 4.24 // 4.04 // 3.8 1 3.971/ 3.7
(High -static)) COP at 17'F at Maximum Capacity 2.06 // 1.97 // 1.9 1 1.98// 1.9
COP at 5•F at Maximum Capacity' 1.95 // 1.82 // 1.751 1.85 // 1.75
El STAIRS - MIN. WIDTH = 30", MAX. 7 3/4" RISE, MIN. 10" RUN, MIN. 08" HEAD ROOM,
ENERGY STAR" Certified Yes I/ Yes H No I Yes // No
PER IRC K3 1 1.7.
A A A A A A A A A A
A
SMOKE ALARMS AND CARBON MONOXIDE ALARMS - MUST BE POWERED BY
CSD INERCONNECTED BUILDING WIRING AND HAVE BATTERY BACK-UP IN NEW CONSTRUCTION
AND ADDTIONS. SD * CO ALARMS REQUIRED IN SLEEPING ROOMS, OUTSIDE BEDROOMS
AND ON OTHER FLOORS, INCLUDING BASEMENTS. ANY ALARM MUST BE CLEARLY AUDIBLE
IN ALL BEDROOMS, PER IRC R3 14.2.2, K3 14.3 * R3 14.5.
SAFETY GLASS - GLAZING IN OR ADJACENT TO DOORS (24"), GLAZING LESS THAN 1 8"
SG FROM THE FLOOR, GLAZING ADJACENT TO STAIRS AND STAIR LANDINGS, GLAZING OF AN
F
INDIVIUDAL PANE LARGER THAN 95QFT, GLAZING IS MORE THAN 30 ABOVE THE FLOOR,
GLAZING ONE OR MORE WALKING SURFACES ARE MIN 30 MEASURED HORIZONTALLY
AND IN A STRAIGHT LINE PER IRC R308.4.3
WHOLE HOUSE VENTILATION - EACH DWELLING UNIT SHALL BE EQUIPPED WITH A WHOLE
WHMV HOUSE VENITLATION SYSTEM WHICH SHALL BE CAPABLE OF PROVIDING THE VOLUME OF
OUTDOOR AIR SPECIFIED IN TABLE M 1508.2. INTERMITTENTLY OPERATED, WHOLE HOUSE
SYSTEMS SHALL HAVE THE CAPABILITY FOR CONTINUOUS OPERATION AND SHALL HAVE A
MANUAL CONTROL AND AN AUTOMATIC CONTROL AND SHALL BE SIZED ACCORDINGLY
PER IRC CHAPTER 15, M 1 507.3, M 1508.2 * M 1508.3.
FG FG - FIXED GLASS
NOTE:
ALL EXT. HEADERS ARE TO BE INSULATED TO K-10 (MIN.)
ALL DIMENSIONS AKE WALL STUD FACE UNLESS NOTED OTHERWISE
ALL INTERIOR WALLS TO BE 2X4 DIMENSION LUMBER W/ %2" GWB EA.
SIDE, U.N.O.
PLUMBING WALLS TO BE 2XG
ROOF SYSTEM (UN -VENTED)
STANDING SEAM METAL ROOFING OVER 1 5# FELT ROOFING PAPER
OVER METAL FLASHINGS OVER I/2" PLYWOOD CDX SHEATHING OVER
ROOF FRAMING PER STRUCTURAL PLANS WITH 3" CLOSED CELL,
SPRAYED -IN INSULATION (K-1 95) WITH 8.5" BATT INSULATION (K-30)
OVER 5/8" GWB (AT INTERIOR SPACE) OR CLEAR OR `B' GRADE DF
T*G SHEATHING @ O.H.'S
EXTERIOR WALL SYSTEM
CEDAR I X8 LAP SIDING OVER MOSITUKE BARRIER; 30 LB. BUILDING
PAPER, OVER STRUCTURAL SHEATHING, OVER 2XG STUDS @ I G"
O.C. WITH 2" FOAM INSULATION (K-13) OVER FIBERGLASS BIB
INSULATION K- 13 (R-2G AT HEATED SPACES OVER %2" GWB)
UPPER FLOOR FRAMING
FINISH FLOORING OVER 3/4" TAG PLYWOOD OVER FLOOR JOISTS PER
STRUCTURAL PLANS W/ R-38 BATT INSULATION OVER 5/8" GWB
MAIN FLOOK SYSTEM
4" CONCRETE SLAB WITH K-1 0 RIGID INSULATION, CONT. (AT HEATED
SPACES) OVER GMIL. VAPOR BARRIER
GARAGE FLOOR SYSTEM
4" CONCRETE SLAB W/ #3 REBAR @ 24" O.C. EACH WAY OVER G MIL
POLY VAPOR BARRIER OVER 4" COMPACTED GRANULAR FILL
WASHINGTON STATE ENERGY CODE REQUIREMENTS:
1. ALL SINKS SHALL BE EQUIPPED WITH HOT WATER FLOW
CONTROL DEVICES LIMITING FLOW TO 0.5 GPM, WHEN ENERGY
CREDIT 5A SELECTED.
2. EXTERIOR JOINTS AROUND WINDOWS, DOORS, WALL, AND
ROOF PENETRATIONS SHALL BE SEALED, CAULKED, GASKETED
OR WEATHEK-STRIPPED TO LIMIT AIR LEAKAGE.
3. VAPOR BARRIERS WITH A MINIMUM 1.0 PERM RATING
SHALL BE INSTALLED ON THE WARM SIDE OF INSULATED
COMPONENTS.
4. CONTROLLED INDOOR MECHANICAL VENTILATION SYSTEMS
WITH FKESH AIR SUPPLY SHALL BE INSTALLED IN ALL
HABITABLE ROOMS.
5. HVAC SYSTEMS SHALL BE SIZED NO GREATER THAN 150 %
OF THE HEATING AND COOLING DESIGN LOADS. MIN.
OUTDOOR AIR QUANTITIES SHALL BE PROVIDED PER WSEC.
G. WHERE PRIMARY HEATING SYSTEM IS FORCED AIR
FURNACE, A PROGRAMMABLE THERMOSTAT SHALL BE
INSTALLED CAPABLE OF, AT MINIMUM, A 5-2 PROGRAMMABLE
SCHEDULE * BE CAPABLE OF AT LEAST 2 SETBACK PERIODS
PER DAY, PER R403. 1 . 1
7. A MINIMUM OF 90% OF PERMANENTLY INSTALLED LAMPS IN
LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS.
REFER TO STRUCTURAL SHEETS
FOR BEAM SIZES AND
STRUCTURAL DETAILS
-ANY DISCREPANCIES BETWEEN
STRUCTURAL SHEETS AND
ARCHITECTURAL SHEETS, t
STRUCTURAL SHEETS SHALL
GOVERN.
FLOOR LINE BELOW
mnTF1:, •
-ALL EXT. HEADERS ARE TO BE
INSULATED TO K- 10 (MIN.)
-ALL DIMENSIONS ARE WALL
STUD FACE UNLESS NOTED
OTHERWISE
-ALL INTERIOR WALLS TO BE
2X4 DIMENSION LUMBER W/
l/2" GWB EA. SIDE, U.N.O.
-PLUMBING WALLS TO BE 2XG
20'- 1"
SCALE: 1 /4'' = 1 ' 0"
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NOTE:
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-ALL EXTERIOR WALLS ON NEW UPPER FLOOR LEVEL TO BE
PERSCRIPTIVE SHEAR WALLS
-ALL EXTERIOR WALLS ON NEW UPPER LEVEL TO BE 2XG STUDS @ I G"
O.C. W/ 112" CDX PLYWOOD NAILED @ G" O.C. AT EDGES * 1 2" O.C. IN
THE FIELD.
-PROVIDE CONTINIOUS BEARING FROM ALL ENDS OF BEAMS TO
FOUNDATION, FOR CONTINIOUS SUPPORT
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DRAWN BY: DATE:
RK 5/20/23
REVISED BY: I DATE:
RK I I1/2G/23
REVISED BY: I DATE:
REVISED BY: I DATE:
22' - 4"
A3. 1
26'-0"
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5IMP50N CBGG GALVANIZED POST
BASE TO SUPPORT GXG POST
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CONCRETE FOOTING W/
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0'-6" 1'-6" 1 0'-6"
TYPICAL NEW POST FOOTING, 2 REQUIRED
SCALE: 1 112'' = 1 1 0"
fOU N DATI ON PLAN
SCALE: 114'' = 1 ' 0"
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-REPLACE EXISTING FOOTINGS WITH 3'X3'X 12" CONCRETE FOOTING
-PROVIDE (5) #4 REBAR EACH WAY
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-BOTTOM OF FOOTING 1 8" BELOW TOP OF CONCRETE
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Jun 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DRAWN BY:
DATE:
RK
5/20/23
REVISED BY:
DATE:
RK
I1/2G/23
REVISED BY: I DATE:
REVISED BY: I DATE: I
A3.2
25' - 11 "
4X 12 BEAM
JOIST HANGER
SCALE: 1 1 /2'' = 1 ' 0"
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19'-2"
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SHEETS FOR BEAM SIZES M
AND STRUCTURAL DETAILS
-ANY DISCREPANCIES
BETWEEN STRUCTURAL
SHEETS AND ARCHITECTURAL M
SHEETS, STRUCTURAL
SHEETS SHALL GOVERN.
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SCALE: 1 /4'' = I ' 0"
WAWA
EXISTING BEAM * POSTS TO REMAIN
SISTER NEW 2X 10 FLOOR JOISTS @ I G" O.C.
TO EX15TING FLOOR JOISTS FOR NEW DECK
II EXISTING HEADER TO REMAI
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EX15TING HEADER TO REMAI
EX15TING 2X 10 FLOOR JOISTS @ I G" O.C.
PROPOSED NEW UPPER FLOOR OUT5IDE WALL LINE PROVIDE 50LID BLOCKING
BETWEEN EXISTING * NEW FLOOR
JOISTS OVER EX15TING LOWER
WALL/HEADER
EX15TING UPPER FLOOR OUT5IDE WALL LINE
11'-3"
EXISTING 2X 10 FLOOR JOISTS @ I G" O.C.
EX15TING BEAM TO REMAIN
EX15TING BEAM TO REMAIN EX15TING HEADER TO REMAIN
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3'-4"
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EX15TING HE�DER5 TO REMAIN
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EX15TING BEPM TO REMAIN
14'-3"
—SISTER NEW 2X I 0 FLOOR JOISTS @
I G" O.C. TO EX15TING FLOOR JOISTS
FOR NEW UPPER FLOOR 2' OVER HANG
—PROVIDE (2) 51MF50N 5D 3" SCREWS
@ I G" O.C. TO CONNECT THE NEW 8'
LONG FLOOR JOISTS.
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CV
GARAGE CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
°' DRAWN BY: DATE:
RK 5/20/23
REVISED BY: DATE:
RK I1/2G/23
REVISED BY: DATE:
REVISED BY: I DATE: I
21'-5" � A3.3
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2'-6"
TYFICAL IAAETER OVERHANG
SCALE 1 1 /2" = I ' 0"
5/8" CDX PLYWOOD W/ ROOF CLIPS @ EDGES
ROOF OUTRIGGERS
SCALE: 1 1 /2'' = 1 ' 0"
2X CEDAR BLOCK 5/6" CDX PLYWOOD W/ ROOF
CLIPS AT JOINTS OF PLYWOOD
I XG CEDAR FASCIA
2X 12 CEDAR FASCIA
2 I /2" X 8'
CONTINOU5 METAL
VENT STRIP
LOWER ISO O E DETAIL
SCALE: 1 1 /2" = 1 ' 0"
EDAR
2X 12 RAFTERS @ 24" O.C.
1 /2" X 5 1 /2" TtG WOOD SOFFIT
REFER TO STRUCTURAL SHEETS
FOR BEAM SIZES AND STRUCTURAL
DETAILS
-ANY DISCREPANCIES BETWEEN
STRUCTURAL SHEETS AND
ARCHITECTURAL SHEETS,
STRUCTURAL SHEETS SHALL
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Jun 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DRAWN BY:
DATE:
RK
5/20/23
REVISED BY:
DATE:
RK
I1/2G/23
REVISED BY: I DATE:
REVISED BY: I DATE:
A3.4
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24'-2"
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PROVIDE FIBERGLASS 4' - 0"
T - 9" 16' - 0" 2' - 0"
INSULATION IN ALL
OVERHANGS, NO VENTING
51/8"XI 2" GILD HEADER
18' 6" Height
REQUIRED
Restriction
171-811
1 /4" / 1 2" ROOF SLOPE
Inside peak of roof
- 11/2"X4" FRAMING ANCORED TO
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REQU I REM ENTS FOR DECK RAILING
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Jun 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DRAWN BY: DATE:
RK 5/20/23
REVISED BY: DATE:
RK 8/5/23
REVISED BY: DATE:
RK 8/7/23
REVISED BY: DATE:
RK 11/2G/23
A4.0
NORTH ELEVATION
SCALE: 1 /4" = I '-0"
SOUTH ELEVATION
SCALE: 1 /4" = I '-0"
ROOF SYSTEM (UN -VENTED)
STANDING SEAM METAL ROOFING OVER 1 5# FELT ROOFING PAPER OVER
METAL FLA5HING5 OVER i/2" PLYWOOD CDX SHEATHING OVER ROOF
FRAMING PER STRUCTURAL PLANS WITH 3" CL05ED CELL, SPRAYED -IN
INSULATION (R- 1 95) WITH 8.5" BATT INSULATION (R-30) OVER 5/6" GWB
(AT INTERIOR SPACE) OR CLEAR OR `B' GRADE DF T*G SHEATHING @
0.H.'5
EXTERIOR WALL SYSTEM
CEDAR I X8 LAP 51DING OVER M051TURE BARRIER; 30 LB. BUILDING
PAPER, OVER STRUCTURAL SHEATHING, OVER 2XG STUDS @ I G" O.0
WITH 2" FOAM INSULATION (R- 1 3) OVER FIBERGLASS BIB INSULATION
R- 13 (R-2G AT HEATED SPACES OVER i/2" GWB)
Max Height Allowed,
25
24' - 2"
18' 6" Height
Restriction
17, - 8"
Inside peak of roof
15- 11"
Upper Floor
8' - 811
Main Floor
o'-o"
18' 6" Height
Restriction
17'-8"
nside peak of roof
15' - 11" V
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FINISH FLOORING OVER 3/4" T*G PLYWOOD OVER FLOOR JOISTS
PER STRUCTURAL PLANS W/ R-38 BATT INSULATION OVER 5/6"
GWB
MAIN FLOOR SYSTEM
4" CONCRETE SLAB WITH R-10 RIGID INSULATION, CONT. (AT
HEATED SPACES) OVER GMIL. VAPOR BARRIER
GARAGE FLOOR SYSTEM
4" CONCRETE SLAB W/ #3 REBAR @ 24" O.C. EACH WAY OVER G
MIL POLY VAPOR BARRIER OVER 4" COMPACTED GRANULAR FILL
RESUB
Jun 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DRAWN BY: DATE:
RK 5/20/23
REVISED BY:
DATE:
RK
8/5/23
REVISED BY:
DATE:
KK
8/7/23
REVISED BY: DATE:
RK 1112GI23
A5.0
EAST ELEVATION
SCALE: 1 /4" = 1 '-0'I
CID \
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WEST ELEVATION
SCALE: 1 /4'' = 1 '-0"
ROOF SYSTEM (UN -VENTED)
STANDING SEAM METAL ROOFING OVER 1 5# FELT ROOFING PAPER OVER
METAL FLASH I NGS OVER %2" PLYWOOD CDX SHEATHING OVER ROOF
FRAMING PER STRUCTURAL PLANS WITH 3" CLOSED CELL, SPRAYED -IN
INSULATION (R- 1 95) WITH 8.5" BATT INSULATION (R-30) OVER 5/8" GW5
(AT INTERIOR SPACE) OR CLEAR OR `B' GRADE DF T*G SHEATHING @
O.H.'5
EXTERIOR WALL SYSTEM
CEDAR I X8 LAP SIDING OVER M051TUKE BARRIER; 30 LB. BUILDING
PAPER, OVER STRUCTURAL SHEATHING, OVER 2XG STUDS @ I G" O.0
WITH 2" FOAM INSULATION (R-1 3) OVER FIBERGLASS BIB INSULATION
R- 13 (R-2G AT HEATED SPACES OVER i/2" GW5)
18' 6" Height
Restriction
17'-8"
Inside peak of roof
15' - 11"
Upper Floor
8'-8„
Main Floor
o'-o°
18' 6" Height
Restriction �
17'-8" �
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15' - 11"
Upper Floor
8' - 811
Main Floor
0'-0"
Ground Level
-0' - 1 o" �I
UPPER FLOOR FRAM I NG
FINISH FLOORING OVER 3/4" TAG PLYWOOD OVER FLOOR JOISTS
PER STRUCTURAL PLANS W/ R-38 BATT INSULATION OVER 5/8"
GWB
MAIN FLOOR SYSTEM
4" CONCRETE SLAB WITH R-10 RIGID INSULATION, CONT. (AT
HEATED SPACES) OVER GMIL. VAPOR BARRIER
GARAGE FLOOR SYSTEM
4" CONCRETE SLAB W/ #3 REBAR @ 24" O.C. EACH WAY OVER G
MIL POLY VAPOR BARRIER OVER 4" COMPACTED GRANULAR FILL
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RESUB
Jun 18 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
DRAWN BY: DATE:
RK 5/20/23
REVISED BY:
DATE:
RK
8/5/23
REVISED BY:
DATE:
KK
8/7/23
REVISED BY: DATE:
RK 1112GI23
A5. I