APPROVED PLN BLD-BLD2023-0249+Architectural_Plan+2.27.2023_8.28.34_AM+3389102GENERAL NOTES
GENERAL REQUIREMENTS
ALL WORK SHALL COMPLY WITH THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN),
INTERNATIONAL RESIDENTIAL CODE (ORDINANCE), MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE,
INTERNATIONAL MECHANICAL CODE, NATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY STATE
AND LOCAL AMENDMENTS, AND ANY APPLICABLE LAND USE CODE.
THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO
CONSTRUCT A WEATHER TIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND
WATERPROOFING DETAILS AND CONSTRUCTION OF THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE
RESPONSIBILITY OF THE OWNER/BUILDER AND THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER
REQUIREMENTS, BUILDING CODE REQUIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE.
THE DESIGNER HAS NOT BEEN CONTRACTED TO PERFORM CONSTRUCTION ADMINISTRATION SERVICES OR
CONSTRUCTION OBSERVATION SERVICES FOR THIS PROJECT AND IS NOT LIABLE OR RESPONSIBLE FOR
DETERMINING ADEQUACY OF CONSTRUCTION OF BUILDING ENVELOPE OR DETAILS. THE OWNER/BUILDER SHALL
BE RESPONSIBLE FOR INSPECTING AND VERIFYING THAT ALL FLASHING, WEATHERPROOFING, ROOFING AND
WATERPROOFING DETAILS ARE BUILT CORRECTLY AND MEET OWNER/BUILDER'S APPROVAL BEFORE BEING
COVERED BY SUBSEQUENT CONSTRUCTION WORK. USE OF THESE PLANS BY ANYONE OTHER THAN THE
INTENDED OWNER/BUILDER IS NOT PERMITTED.
ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE.
SITE WORK
1. NONE
MECHANICAL
1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT, EXPERIENCED PLUMBER AND
IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND LOCAL CODES.
2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL
CONTRACTOR IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE, 2018 IRC, AND LOCAL CODES.
PROVIDE DOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE
WASHINGTON STATE ENERGY CODE. WHEN INSTALLED IN GARAGE, HEATING UNITS SHALL BE PLACED SUCH
THAT ALL PILOT LIGHTS, BURNERS, HEATING ELEMENTS, OR SWITCHES ARE LOCATED A MIN. OF 18" ABOVE
THE GARAGE FLOOR.
THERMAL AND MOISTURE
1. INSULATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY
CODE OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE
SHOWN ON PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET.
2. APPLY 1 COAT (MIN) HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION
WALLS, FROM FOOTING TO FINISHED GRADE AT FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE
INTERIOR SPACES AND FLOORS BELOW GRADE.. (R406.1)
3. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER
MANUFACTURER'S INSTRUCTIONS.
4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS, LAPPED AT ALL SPLICES
AND OVER FOOTINGS.
FINISHES
GARAGE CEILINGS BENEATH HABITABLE SPACES SHALL BE COVERED WITH 5/8" TYPE "X" GYPSUM WALL BOARD.
GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH 5/81, GYPSUM WALL BOARD.
WALLS AND STRUCTURE SEPARATING RESIDENTIAL AND GARAGE SPACES SHALL BE COVERED WITH 1/2" GYPSUM
WALL BOARD. ALL GARAGE GYPSUM WALLBOARD SHALL HAVE JOINTS FIRETAPED WITH NAILS SET AND
COMPOUNDED. ALL OTHER WALLS SHALL RECEIVE 1/2" GYPSUM WALLBOARD. CEILINGS WITH JOISTS/ TRUSS
SPACES GREATER THAN 16" SHALL RECEIVE 5/8" GYPSUM WALLBOARD OR 1/2" GYPSUM CEILING BOARD. WALLS
SURROUNDING TUBS OR SHOWERS SHALL BE COVERED WITH WATER-RESISTANT GYPSUM WALL BOARD. WATER-
PROOF SURFACE TO A HEIGHT OF 72" ABOVE ADJACENT FLOOR. ANY CEMENT PLASTER OR STUCCO SHALL BE
INSTALLED IN ACCORDANCE WITH NORTHWEST WALL AND CEILING BUREAU RECOMMENDATIONS FOR MATERIALS,
BACKING, LATH, APPLICATION TECHNIQUES, AND FINISHES.
ELECTRICAL
SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED ELECTRICAL CONTRACTOR IN
ACCORDANCE WITH MOST CURENT STATE AND LOCAL ELECTRICAL CODE. ELECTRICAL SCHEMATICS PROVIDED IN
THIS SET OF PLANS ARE FOR REFERENCE LAYOUT ONLY.
FIRESTOPPING
AREA CALCULATIONS
HEATED AREAS SQUARE FOOTAGE
DECK CONVERSION TO LIVING SPACE 92 S.F.
DRAWING INDEX
SHEET NO.
DESCRIPTION
Al
COVER SHEET, GENERAL NOTES
A2
ENERGY CODE INFO
A3
2ND FLOOR PLAN
A4
ELEVATIONS
A5
BUILDING CROSS SECTION AND REMODEL DETAIL
S1
STRUCTURAL NOTES AND SCHEDULES
PROVIDED C CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND
FIRESTOPPING SHALL FORM
HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND
HORIZONTAL)
THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING
LOCATIONS:
1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED
10'-0" HORIZONTALLY, AND AT THE CEILING AND FLOOR LEVEL.
SYMBOL LEGEND
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR
AT SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.
CARBON MONOXIDE DETECTOR
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL
INTERCONNECTED 110v w/ BATTERY BACKUP
CAVITIES IN LINE WITH STRINGERS.
C.O.
CAN BE COMBINED w/ 5.D.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL,
5MOKE DETECTOR
WITH NON-COMBUSTABLE MATERIALS.
O
INTERCONNECTED 110v w/ BATTERY BACKUP
S.D.
4
EXHAUST FAN (VENT TO OUTSIDE)
MISCELLANEOUS
0
KEYNOTE
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING.
2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND
1t
5TRUGTURAL P05T
ELECTRICAL WORK.
3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH (R314) SMOKE DETECTORS TO BE HARD WIRED AND
101
DOOR 50HEDULE SYMBOL
INTERCONNECTED. (R314.4, R314.5). A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM
AND OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. (R314) CARBON
11
WINDOW 50HEDULE 5YMB0L
MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN THE VICINITY
OF THE BEDROOMS. (R315)
Q
R-VI51ON- SEE DE5GRIPTION IN
4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE
TITLE BLOCK
BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS.
5. EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER -FLASHED IN SUCH A MANNER AS
51M DETAIL 5YMB0L
TO MAKE THEM WATERPROOF. ROOF FLASHING PER R903.
51MILAR DETAIL
6. GUARDRAILS TO BE A MIN. OF 36" ABOVE FINISH FLOOR. (R312) (EXCEPTIONS TO COMMERCIAL PER I.B.C.)
A101
DETAIL NO.
7. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4" IN
SHEET NO.
DIAMETER CANNOT PASS THROUGH.
8. BEDROOM EMERGENCY EGRESS WINDOWS MUST HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. MINIMUM
elM
NET CLEAR OPENABLE WIDTH OF 20" AND MIN. NET CLEAR OPENING HEIGHT OF 24". MAX. FINISHED HEIGHT
1
BUILDING GR055 SECTION
OF 44" FROM FINISHED FLOOR TO BOTTOM OF CLEAR OPENING (R310.1).
G1
DETAIL NO.
SHEET NO.
Room name —ROOM NAME
ROOM NUMBER
(IF e,_-HFDULED)
Know what's below.
Call before you dig.
STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO
LOCATE ALL UNDERGROUND UTILITIES.
BANGER RESIDENCE
2ND FLOOR DECK CONVERSION TO LIVING SPACE
711 Main Street, Edmonds WAn 98020
City rjy IIIIIIIIIIIIIIIIIIIIIIIEamom .%A..
Building Department
........................ .....................
Work REMODEL -DECK CONVERSION
Address 711 MAIN ST
.................................................................................................................................
Owner ` BANGER
Approved Date 3/28/2023
Building Official /cclp%� KO
�
.....................................................,
Permit Number:
BLD2023-0249
............................................................................................................
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
APPROVED
PLANS MUST BE
ON JOB SITE
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
APPROVED BY PLANNING
Mar 24 2023
RECEIVED
Feb 28 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
220403
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
PERMIT SET
SHEET NO.
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PRINT DATE
2/22/2023 1:14:45 PM
WSEC ALTERATIONS WORKSHEET
Alterations Worksheet - 2018 Washington State Energy Code
Project Information Contact Information
SANGER MASTER BEDROOM
DECK CONVERSION TO BEDROOM SPACE.
BETH SANGER
The WSEC requirements for alterations are located in Chapter 5 of the code text.
Alterations (remodels) do not need to obtain energy credits from Table R406.3
Additions must meet the requirements for new construction. This includes nonconditioned space being
altered to become conditioned space.
Will the wall cavities be exposed? r✓ Yes F_ No
If yes: Exposed wall cavities must be insulated -
2 X 4 wall studs require R-15 insulation
2 X 6 wall studs require R-21 insulation
Will the roof/ceiling framing cavities or attic be exposed? F,_ Yes F_ No
If yes: Exposed roof/ceiling assemblies must be insulated -
Vaulted ceilings: Insulate to the full depth of the framing member
while allowing for the minimum 1" ventilated space
Flat ceilings
Will the floor framing cavities be exposed?
2018 WASHINGTON STATE ENERGY CODE
FENENSTRATION CALCULATIONS
NEW VERTICAL GLAZING 90 SF
LESS EXEMPT GLAZING -00 SF
GLAZED DOORS PLUS OTHER
EXTERIOR DOORS 00 SF
TOTAL FENESTRATION: 90 SF
NOTE:
SEE SHEET A5 FOR ADDITIONAL
INSULATION LOCATIONS AND
DETAILS,
ENERGY CREDITS
Install R-49 insulation or what the attic space can
accommodate based on the roof pitch OPTIONS DESCRIPTION
F,_ Yes F_ No
If yes: Exposed floor cavities must be insulated to R-30
Are the windows and/or doors being replaced? W Yes F_ No
(includes both window or door and frames)
If yes: New windows and doors must have an area weighted average U-factor of :50.30
Will the heating or cooling system be replaced? F_ Yes F,_ No
If yes: New equipment must meet current requirements and
ducts need to be tested
Will the hot water system be altered? F_ Yes R_ No
If yes: New water heating equipment must meet current code requirements
Are more than 50% of the light fixtures being changed? F_ Yes R_ No
If yes: 75% of all lamps must be high efficacy
(LED or CFL)
R503.1.1 Building envelope. Building envelope assemblies that are part of the alteration shall comply with Section
R402.1.1 or R402.1.4, Sections R402.2.1 through R402.2.11, R402.3.1, R402.3.2, R402.4.3 and R402.4.4.
Exception: The following alterations need not comply with the requirements for new construction provided
the energy use of the building is not increased:
1. Storm windows installed over existing fenestration.
2. Existing ceiling, wall or floor cavities exposed during construction provided that these cavities are filled
with insulation. 2x4 framed walls shall be insulated to a minimum of R-15 and 2x6 framed walls shall be
insulated to a minimum of R-21.
3. Construction where the existing roof, wall or floor cavity is not exposed.
4. Roof recover.
5. Roofs without insulation in the cavity and where the sheathing or insulation is exposed during reroofing
shall be insulated either above or below the sheathing.
6. Surface -applied window film installed on existing single pane fenestration assemblies to reduce solar
heat gain provided the code does not require the glazing fenestration to be replaced.
R503.1.1.1 Replacement fenestration. Where some or all of an existing fenestration unit is replaced with a new
fenestration product, including sash and glazing, the replacement fenestration unit shall meet the applicable
requirements for U-factor and SHGC in Table R402.1.1. Where more than one replacement fenestration unit is being
installed, an area -weighted average of the U-factor and SHGC of all replacement fenestration shall be permitted to be
used to demonstrate compliance.
R503.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the
alteration shall comply with Section R403.
Exceptions:
1. Where ducts from an existing heating and cooling system are extended, duct systems with less than 40 linear feet in
unconditioned spaces shall not be required to be tested in accordance with Section R403.2.2.
2. Existing duct systems constructed, insulated or sealed with asbestos.
R502.1.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the addition 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.
R503.1.3 Service hot water systems. New service hot water systems that are part of the alteration shall comply with
Section R403.5.
R503.1.4 Lighting. New lighting systems that are part of the alteration shall comply with Section R404.1.
Exception: Alterations that replace less than 50 percent of the luminaires in a space, provided that such
alterations do not increase the installed interior lighting power.
R503.2 Change in space conditioning. Any nonconditioned or low -energy space that is altered to become conditioned
space shall be required to be brought into full compliance with this code.
HEATING Combustion heating equipment meeting minimum federal
OPTION 1 efficiency standards for the equipment listed in Table
C403.3.2(4) or C403.3.2(5) (EXISTING UNIT)
ENERGY Energy Star rated (U.S. North) Gas or propane furnace with
OPTION 3.1 minimum AFUE of 95% (EXISTING UNIT MEETS THIS
REQUIREMENT.)
ENERGY Water heating system shall include one of the following:
OPTION 5.2 Energy Star rated gas or propane water heater with a minimum
UEF of 0.80. (EXISTING UNIT MEETS THIS REQUIREMENT.)
TOTAL CREDITS
CREDIT
1.0
0.5
1.5
R301 CLIMATE ZONE
THIS PLAN IS DESIGNED FOR CLIMATE ZONE 5 AND MARINE 4 PER TABLE R301.1, 2018 WASHINGTON STATE
ENGERY CODE.
R402.2 FENESTRATION (PRESCRIPTIVE)
R402.3 Fenestration (Prescriptive). In addition to the requirements of Section R402, fenestration shall comply with Sections
R402.3.1 through R402.3.6.
R402.3.1 U-factor. An area -weighted average of fenestration products shall be permitted to satisfy the U-factor requirements.
R402.3.2 Glazed fenestration SHGC. An area -weighted average of fenestration products more than 50 percent glazed shall be
permitted to satisfy the SHGC requirements.
R402.3.3 Glazed fenestration exemption. Up to 15 square feet (1.4 m2) of glazed fenestration per dwelling unit shall be
permitted to be exempt from U-factor and SHGC requirements in Section R402.1.1. This exemption shall not apply to the U-
factor alternative approach in Section R402.1.3 and the total UA alternative in Section R402.1.4.
R402.3.4 Opaque door exemption. One side -hinged opaque door assembly up to 24 square feet (2.22 m2) in area is exempted
from the U-factor requirement in Section R402.1.1. This exemption shall not apply to the U-factor alternative approach in Section
R402.1.3 and the total UA alternative in Section R402.1.4
R404.1 LIGHTING EFFICACY
N/A NO CHANGE TO EXISTING VENTILATION SYSTEM1
IVI II V. VI .7V /e VI L/'91VIr ..1 IIV r LI\I VIrl1VLIV I L I IIVJ I/"�LL MD FIXTURES SHALL BE HIGH EFFICACY LAMPS.
M 1505 MECHANICAL VENTILATION
PRESCRIPTIVE ENERGY CODE COMPLIANCE
2018 Washington State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family - New & Additions (effective February 1, 2021) Version 1.0
These requirements apply to all IRC building types, including detached one- and two-family
dwellings and multiple single-family dwellings (townhouses).
Project Information Contact Information
BANGER DECK CONVERSION TO LIVING SPACE BETH SANGER
Instructions: This single-family project will use the requirements of the Prescriptive Path below and
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.
Provide all information from the following tables as building permit drawings: Table R402.1- Insulation and
Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits.
Authorized Representative Date 02/22/2023
All Climate Zones (Table R402.1.1)
R-Value a U-Factor a
Fenestration U-Factor b n/a 0.30
Skylight U-Factor b n/a 0.50
Glazed Fenestration SHGC b,e n/a n/a
Ceiling a 49 0.026
Wood Frame Wall g.h 21 int 0.056
Floor 30 0.029
Below Grade Wall `•h 10/15/21 int + TB 0.042
Slab d,f 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
a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix
Table A101.4 shall not be less than the R-value specified in the table.
b The fenestration U-factor column excludes skylights.
"10/15/21 +5TB11 means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on
the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at
c the interior of the basement wall. "10/15/21 +5TB11 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. 115TB"
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.
For single rafter- orjoist-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth
e extends over the top plate of the exterior wall.
R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter
f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall
meet the requirements for thermal barriers protecting foam plastics.
For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for
g climate zone 5 of ICC 400.
Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard
h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10
insulation.
Prescriptive Path - Single Family 2018 Washington State Energy Code-R 1
2018 Washington State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
HEATING SYSTEM SIZE
simple heating System size: wasnington state
This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA
Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads.
Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some
values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at
energycode@energy.wsu.edu or (360) 956-2042 for assistance.
Single Family - New & Additions (effective February 1, 2021)
Each dwelling unit in a residential building shall comply
with sufficient options from Table R406.2 (fuel
normalization credits) and Table 406.3 (energy credits) to
achieve the following minimum number of
credits. To claim this credit, the building permit drawings shall specify the option selected and the
maximum tested building air leakage, and show the qualifying
ventilation system and its control sequence
of operation.
1. Small Dwelling Unit: 3 credits
Dwelling units less than 1,500 sf in conditioned floor
area with less than 300 sf of fenestration area.
Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf.
2. Medium Dwelling Unit: 6 credits
All dwelling units that are not included in #1 or #3
3. Large Dwelling Unit: 7 credits
Dwelling units exceeding 5,000 sf of conditioned floor area
4. Additions less than 500 square feet: 1.5 credits
All other additions shall meet 1-3 above
Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4.
Summary of Table R406.2
Heating
O tions Fuel Normalization Descriptions
p
Credits - select ONE
heating option User Notes
1 Combustion heating minimum NAECAb
0.0 ❑ EXISTING
2 Heat pump`
1.0 ❑
3 Electric resistance heat only - furnace or zonal
-1.0 ❑
4 DHP with zonal electric resistance per option 3.4
0.5 ❑
5 All other heating systems
-1.0 ❑
Energy
Credits - select ONE
Options Energy Credit Option Descriptions
energy option from each
category
1.1 00? z®1717
0.5 ❑
1.2 Efficient Building Envelope
1.0 ❑
1.3 Efficient Building Envelope
0.5 ❑
1.4 Efficient Building Envelope
1.0 ❑
1.5 Efficient Building Envelope
2.0 ❑
1.6 Efficient Building Envelope
3.0 ❑
1.7 Efficient Building Envelope 110.5
❑
2.1 Air Leakage Control and Efficient Ventilation
0.5 ❑
2.2 Air Leakage Control and Efficient Ventilation
1.0 ❑
2.3 Air Leakage Control and Efficient Ventilation
1.5 ❑
2.4 Air Leakage Control and Efficient Ventilation Li
2.0 ❑
3.1a High Efficiency HVAC
1.0 0 EXISTING H.E. UNIT
3.2 High Efficiency HVAC
1.0 ❑
3.3a High Efficiency HVAC
1.5 ❑
3.4 High Efficiency HVAC
1.5 ❑
3.5 High Efficiency HVAC
1.5 ❑
3.6a High Efficiency HVAC U
2.0 ❑
4.1 High Efficiency HVAC Distribution System
0.5 ❑
4.2 High Efficiency HVAC Distribution System
1.0 ❑
Prescriptive Path - Single Family 2018 Washington State Energy Code-R 2
Project Information
Contact Information
BANGER DECK CONVERSION TO BEDROOM
BETH SANGER
Heating System Type: O All other systems
O Heat Pump
To see detailed instructions for each section, place your cursor on the word 'Instructions"
Design Temperature
Instructions
I Design Temperature Difference (AT)
46
Edmonds
I AT = Indoor (70 degrees) - Outdoor Design Temp
Area of Building
Conditioned Floor Area
Instructions Conditioned Floor Area (sq ft)
92
Average Ceiling Height
Conditioned Volume
Instructions Average Ceiling Height (ft)
8.1 745
Glazing and Doors
U-Factor X Area =
UA
Instructions
u-0.30
J 0.300 90 27.00
Skylights
U-Factor X Area =
UA
Instructions
0.50 0�
---
Insulation
Attic
U-Factor X Area =
UA
Instructions R 49
I 0.026 92
1I
2.39
Single Rafter or Joist Vaulted Ceilings
U-Factor X Area
UA
Instructions
No Vaulted Ceilings in this project.
J
Above Grade Walls (see Figure t)
U-Factor X Area
UA
Instructions R-21 Intermediate
0.056 153
8.57
Floors
U-Factor X Area
UA
Instructions
0.029 92
J
2.67
R•30
�
Below Grade Walls (see Figure 1)
U-Factor X Area
UA
_
Instructions No Below Grade Walls in this project
0.028 0�
Slab Below Grade (see Figure 1)
F-Factor X Length
UA
Instructions
0.303
---
No Slab Below Grade in this project
�
Slab on Grade (see Figure 1)
F-Factor X Length
UA
Instructions
No Slab on Grade in this project
Location of Ducts
Instructions -
Duct Leakage Coefficient
Conditioned Space
1.00
Sum of UA
40.63
Envelope Heat Load
1,869
Btu / Hour
Figure 1.
Sum of UA x AT
Air Leakage Heat Load
370
Btu / Hour
Volume x 0.6 x AT x 0.018
Above Grade
Building Design Heat Load
2,239
Btu / Hour
Air leakage + envelope heat loss
Building and Duct Heat Load
2,239
Btu / Hour
Ducts in unconditioned sDace: sum of buildina heat loss x
1.10
Ducts in conditioned space: sum of building heat loss x 1
Maximum Heat Equipment Output
2,799
Btu / Hour
Building and duct heat loss x 1.40 for forced air
furnace
Buildina and duct heat loss x 1.25 for heat pump
(07101113)
2018 Washington State Energy Code - Residential
9 gY
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Single Family - New & Additions (effective February 1, 2021)
Summary of Table R406.2 (cont.)
Energy Credits - select ONE
Energy Credit Option Descriptions (cont.) energy option from User Notes
Options each category d
5.1d Efficient Water Heating 0.5 ❑
5.2 Efficient Water Heating 0.5 El 1EXISTING HIGH EFFEC. UNIT
5.3 Efficient Water Heating 1.0 ❑
5.4 Efficient Water Heating 1.5 ❑
5.5 Efficient Water Heating 2.0 ❑
5.6 Efficient Water Heating 2.5 ❑
6. le Renewable Electric Energy (3 credits max) 1.0 Q
7.1 Appliance Package 0.5 ❑
Total Credits lCalculate Total Clear Form
a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W,
whichever is bigger, may be installed in the dwelling unit.
b. Equipment listed in Table C403.3.2(4) or C403.3.2(5)
c. Equipment listed in Table C403.3.2(1) or C403.3.2(2)
d. You cannot select more than one option from any category EXCEPT in category S. Option 5.1 may be combined
with options 5.2 through 5.6. See Table 406.3.
e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max.
See the complete Table R406.2 for all requirements and option descriptions.
f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group.
Please print only pages 1 through 3 of this worksheet for submission to your building official.
Prescriptive Path - Single Family 2018 Washington State Energy Code-R
RECEIVED
Feb 28 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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CHECKED BY
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PERMIT SET
SHEET NO.
A2
PRINT DATE
2/22/2023 1:15:03 PM
WINDOW SCHEDULE - NEW
WINDOWS
SYM. NO.
WIDTH
HEIGHT AREA TYPE
U-VALUE Comments
2ND FLOOR
W3
8' - 0"
6' - 0"
48 SF
WINDOW - FIXED
TEMP. GLASS
W4
3' - 6"
6' - 0"
21 SF
CASEMENT - SINGLE
TEMP. GLASS
W5
3' - 6"
6- 0" 21 SF CASEMENT - SINGLE
TEMP. GLASS
Grand total
90 SF
W3 - SOANDERSEN-APW8060, Unit, A 1 EA, Series Picture Window, Standard, Product Performance, 4 9/16", Frame Depth, Standard Flange„ Black
Exterior Frame, Black, Exterior Sash/Panel, Pine, w/Primed Interior Frame, Fixed„ Dual Pane Low-E4 SmartSun, Tempered Argon Fill Stainless, Glass /
Grille Spacer.
W4 & W5 SOANDERSEN-ACW3660, Unit, A 1 EA Series Casement, Standard, Product Performance, 4
9/16", Frame Depth, Standard Flange„ Black Exterior Frame, Black, Exterior Sash/Panel, Pine,
w/Primed Interior Frame, Pine, w/Primed Interior Sash/Panel„ Right, Dual Pane Low-E4, SmartSun, Tempered Argon Fill Stainless, Glass / Grille
Spacer„ Contemporary Folding, Oil Rubbed, Bronze, White, Full Screen„ Aluminum
- EXISTING GABLE WALL, POST AND
O BEAMS - NO CHANGE
EXISTING ROOF STRUCTURE -
NO CHANGE
O
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MATCH EXISTING T
_____________
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NEW WINDOWS PER ------
------------------
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SCHEDULE ----------------------
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-
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NEW EGRESS WINDOW
-=- BOTTOM OF CLEAR OPENING
BLUE LINES INDICATE EXISTING ---IS NOT TO EXCEED 44" ABOVE FLOOR.
GUARDRAILS TO BE REMOVED. -- OPENABLE AREA IS 5.7 SQ. FT. NET
CLEAR MIN. EXCEPT 5.0 SQ. FT. IS
- EXISTING WALLS, — ----- ALLOWED FOR AN OPENING WITHIN
TRIM AND SIDING TO REMAIN. 0-----44" OF FINISHED GRADE. (R310.1)
WINDOWS TO ENCLOSE -----------
EXISTING OPENINGS. -
-----------------
3 , AREA OF REMODEL
E F
— — — — — — —
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PER SCHEDULE - - -f - BELOW
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FOR NEW WINDOW.
EXISTING HEADER ABOVE TO \ 5 \
REMAIN IN PLACE.
NEW SINGLE
HUNG WINDOW /
TO MATCH
EXISTING WINDOWS DEMO EXISTING WALL, `
NEW ADDI ION DOORS, WINDOWS AND `\
TRIM.
CID
3
A4 �
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I
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\
\ REMOVE EXISTING W/
INFILL EXISTING MEMBRANE AND RE-F
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NEW EGRESS WINDOW IN `\
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WALL LEGEND
NEW WALLS
EXISTING WALLS TO REMAIN
— — — — — — WALLS AND STRUCTURES TO BE
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2ND FLOOR PLAN
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RECEIVED
Feb 28 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PERMIT SET
SHEET NO.
A3
PRINT DATE
2/22/2023 1:15:18 PM
AREA OF REMODEL
Max. Height
187.02
2ND FLR PLATE 2ND FL
181.08 181.08
2ND FLOOR / 2ND FL
172.99 172.99
Top Plate
171.59
MAIN FLOOR
_____ _162.50_
AVE. GRADE
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III III III "' _III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III III
WEST ELEVATION
1/4" = 1'-0"
WALL LEGEND
NEW WALLS
EXISTING WALLS TO REMAIN
— — — — — — WALLS AND STRUCTURES TO BE
RFMOVFD
WALL
3 l 11 _
/ 1 /4 - 1-011
NEW FIXED WINDOW
PER SCHEDULE AND SPECS.
INFILL WALL AS NEEDED AROUND
NEW WINDOW.
ELEVATION
AREA OF REMODEL Max. Height
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NORTH ELEVATION
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2ND FLOOR
172.99
Top Plate
171.59
MAIN FLOOR
162.50
FLOOR
152.50
RECEIVED
Feb 28 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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DESIGNED BY
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CHECKED BY
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PERMIT SET
SHEET NO.
A4
PRINT DATE
2/22/2023 1:15:36 PM
MAX. H E K
187.021
2ND FLR
181.081
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172.99,
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Feb 28 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
220403
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
PERMIT SET
SHEET NO.
A5
PRINT DATE
2/22/2023 1:15:49 PM
GENERAL NOTES
All design and construction shall conform to the requirements of the 2018 International Building
Code.
Contractor shall verify all levels, dimensions and existing conditions in field before proceeding with
any construction or demolition. Contractor shall notify the Architect of any discrepancies or field
changes
Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or
procedures required to perform the work. Contractor shall provide adequate shoring and bracing of
all structural members, existing construction and soil excavations as required, in a manner suitable
to the work sequence. Temporary shoring and bracing shall not be removed until all final
connections have been completed in accordance with the drawings and materials have achieved
design strength. Foundations walls greater than 4 feet shall not be backfilled until the floor framing
and all connections to the floor framing per these details are complete.
CHANGES: No changes to these structural drawings are permitted without written consent of the
Engineer. Changes will be billed to the client, owner or contractor at the Engineer's hourly rate.
SUBMITTALS: Shop drawings shall be submitted to the Architect prior to any fabrication or
construction for all the following:
Structural steel, steel canopies, glued -laminated members and pre -manufactured wood
members.
Design drawings and calculations, for pre -manufactured wood trusses and joists shall bear the seal
and signature of the Washington State Registered Professional Engineer who is responsible for the
design, and shall be submitted to the Architect and Building official for review prior to fabrication.
WOOD
SAWN LUMBER: Structural sawn lumber shall be kiln dried and be of the species and grade noted
below or better:
Use
Grade
Fb(psi)
Wall Studs
Hem Fir Stud
675
Plates & Planks
Hem Fir #2
850
Joists & Rafters
Hem Fir #2
850
4x Beams
Douglas Fir -Larch #2
900
6x Beams
Douglas Fir -Larch #2
875
Posts
Douglas Fir -Larch #2
750
2x4 T&G Decking
Douglas Fir -Larch Select
1750
All lumber and plywood exposed to weather or water or in contact with concrete, stucco, masonry
or other cementitious materials shall be treated with an E.P.A. acceptable wood preservative, such
as Alkaline -Copper -Quaternary "ACQ" or Copper Azole "CBA" type A and B.
All wood connectors shall be manufactured by Simpson Strong Tie Company (or approved equal),
and of the size and type shown on the drawings. All wood connectors in contact with
preservative -treated wood shall be Triple Zinc G-185 galvanized (1.85 oz/sq ft coating).
MINIMUM WOOD NAILING REQUIREMENTS: Unless otherwise noted on the drawings, typical wood
framing shall be fastened as follows. See IBC Table 2304.10.1 for fastener alternatives not shown.
Location
Min. Nail
Quantity/Spacing
Type*
Beams (built up 2x's)
3" x 0.131"
24" o.c. T&B*
FN
EF* staggered
Blocking -to joists, rafters, trusses 3" x 0.131"
2 each end
TN
or studs
-to top plates
3" x 0.131"
3
TN
Bottom plate -to joist, rim joist
3" x 0.131"
12" o.c.
FN
or blocking
-to studs
3" x 0.131"
3
EN
Header (built up 2x's)
16d box
12" o.c. T&B
FN
Header
-to studs
3" x 0.131"
4
TN
Joist
-to supports
3" x 0.131"
3
TN
-to rim joist
3" x 0.131"
4
EN
Rafter
-to supports
3" x 0.131"
4
TN, EN
Rim Joist
-to sill or blocking
3" x 0.131"
6" o.c.
TN
Stud
-to Stud
3" x 0.131"
12" o.c.
FN
-to top/bottom plate
3" x 0.131"
4
TN
Top plate
-to top plate
3" x 0.131"
12" o.c.
FN
-to studs
3" x 0.131"
3
EN
-laps at corners and
3" x 0.131"
3
FN
intersections
Truss to top plate 3" x 0.131" 4 TN
*EN = end nail, FN = face nail, TN = toe nail, EF = "each face", T&B = "top and bottom"
RATED SHEATHING: Wood structural panels shall bear the APA trademark of the American Plywood
Association. Sheathing shall be as follows:
Shear Wall Shtg APA rated 7/16" 32/16 C-D INT with Exterior Glue (CDX or OSB)
Roof Shtg APA rated 15/32" 32/16 C-D INT with Exterior Glue (CDX or OSB)
Sub Floor Shtg APA rated 3/4" 48/24 T&G C-D INT with Exterior Glue
Sheathing shall be orientated over the supports as shown on the drawings. Shear wall sheathing
shall be blocked at all panel edges as shown in the shear wall schedule.
GLUED LAMINATED MEMBERS: Glued Laminated members shall each bear an AITC identification
mark and be accompanied by an AITC certificate of conformance. One coat of end sealer shall be
applied immediately after trimming either shop or field. Members shall be Visual Graded Western
Species Inductrual, Architectural or Premium grade with strength as follows:
Plan Symbol Common Name Species Fb E
GLULAM Glulam DF 24F-V4 DF/DF 2400/1850 psi 1,800,000 psi
GLULAM V8 Glulam DF 24F-V8 DF/DF 2400/2400 psi 1,800,000 psi
RECEIVED
Feb 28 2023
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
STRUCTURAL NOTES
Ross
Engineering
Design
Inc JOB # 16013
ryan.ross@rossengineer.com
6.27.2022
yPN N. 1yo
pF WASH/,y
16 B13
46411
'QFGISTVE
SS�ON A.
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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FILE/ NO.
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DESIGNED BY
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DRAWN BY
RR
CHECKED BY
RR
SHEET:
S1
PRINT DATE 5 / 9 / 2022