APPROVED BLD PLN RESUB1 BLD2024-0268+Architectural_Plan+6.9.2024_10.09.36_PM+4310152GENERAL 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. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING WITH COURSE GRANULAR FILL. (1 1/2-3/8
CLEAN WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FINISHED GRADE.) PROTECT DRAIN
TILE AND WATERPROOFING.
2. ROUGH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS
BELOW FROST LINE FOR STORM DRAINS, WATER LINES, SEWERS, AND IRRIGATION SLEEVES.
3. PROVIDE PERFORATED PLASTIC PIPE FOUNDATION DRAINS WHERE SHOWN IN DRAWINGS. CONNECT TO
ROOF AND STORM WATER SYSTEM. IN JURISDICTIONS REQUIRING SEPARATE ROOF DRAIN LINES,
PROVIDE TIGHT LINE CONNECTED TO ROOF DRAINS IN ADDITION TO PERFORATED DRAIN LINES.
4. ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ENGINEER AND INSTALLED PER
APPLICABLE CODE.
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 181, 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 5/81, 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
FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND
HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN ATOP STORY AND
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.
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR
AT SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL
CAVITIES IN LINE WITH STRINGERS.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL,
WITH NON-COMBUSTABLE MATERIALS.
MISCELLANEOUS
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
ELECTRICAL WORK.
3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH (R314) SMOKE DETECTORS TO BE HARD WIRED AND
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
MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN THE VICINITY
OF THE BEDROOMS. (R315)
4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE
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
TO MAKE THEM WATERPROOF. ROOF FLASHING PER R903.
6. GUARDRAILS TO BE A MIN. OF 36" ABOVE FINISH FLOOR. (R312) (EXCEPTIONS TO COMMERCIAL PER I.B.C.)
7. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4" IN
DIAMETER CANNOT PASS THROUGH.
8. BEDROOM EMERGENCY EGRESS WINDOWS MUST HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. MINIMUM
NET CLEAR OPENABLE WIDTH OF 20" AND MIN. NET CLEAR OPENING HEIGHT OF 24". MAX. FINISHED HEIGHT
OF 44" FROM FINISHED FLOOR TO BOTTOM OF CLEAR OPENING (R310.1).
AREA CALCULATIONS
HEATED AREAS SQUARE FOOTAGE
GARAGE CONVERSION
TO LIVING SPACE 572
TOTAL 572
NON -HEATED AREAS SQUARE FOOTAGE
STORAGE CLOSETS UNDER
EXISTING ROOF STRUCTURE 58
DRAWING INDEX
SHEET NO.
DESCRIPTION
Al
COVER SHEET, INDEX, GENERAL NOTES
A2
ENERGY CODE & CALCULATIONS
A3
1ST FLOOR PLAN
A4
ELEVATIONS
A5
SECTIONS, DETAILS & MISC. FRAMING
APPROVED BY PLANNING
Jun 24 2024
dig
0ji 14 i
SYMBOL LEGEND
0
CARBON MONOXIDE DETECTOR
INTERCONNECTED 110v w/ BATTERY BACKUP
C.O.
CAN BE COMBINED w/ S.D.
SMOKE DETECTOR
s
INTERCONNECTED 110v w/ BATTERY BACKUP
D.
O
EXHAUST FAN (VENT TO OUTSIDE)
OKEYNOTE
101 DOOR SCHEDULE SYMBOL
1i WINDOW SCHEDULE SYMBOL
Al REVISION- SEE DESCRIPTION IN
TITLE BLOCK
SIM DETAIL SYMBOL
l SIMILAR DETAIL
A101 DETAIL NO.
SHEET NO.
SIM
1 BUILDING CROSS SECTION
10 DETAIL NO.
SHEET NO.
Room name — ROOM NAME
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
Know what's below.
STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO
Call before you dig. LOCATE ALL UNDERGROUND UTILITIES.
HENSON RESIDENCE
GARAGE CONVERSION TO 1 BEDROOM UNIT
23620 79TH AVE. W... EDMONDS., WA 98026
APPLICABLE CODES
BUILDING DEPARTMENT: CITY OF EDMONDS, WA
2018 INTERNATIONAL RESIDENTIAL CODE (ARCHITECTURAL/ORDINANCE)
2018 INTERNATIONAL BUILDING CODE (STRUCTURAL)
2018 INTERNATIONAL MECHANICAL CODE
2018 INTERNATIONAL PLUMBING CODE
2018 INTERNATIONALFIRE CODE
2018 INTERNATIONAL FUEL GAS CODE
2008 WASHINGTON STATE ENERGY CODE
2018 NATIONAL ELECTRIC CODE
ALL STATE AND LOCAL APPLICABLE ZONING AND MUNICIPAL CODES.
NN. NN --NN NN-NN-.NN........NN..�..�
1 .
WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT 1
TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO j
1 DETECTORS THROUGHOUT THE DWELLING IS REQUIRED.
1 1
REFER TO 2018 IRC R314 AND 315 FOR MORE 1
INFORMATION.
1
APPROVED
PLANS MUST BE
ON JOB SITE
Work
Address
Owner
Approved Date
Building Official
Permit Number
INTERIOR PERSPECTIVE
1
; 1
1
OBTAIN ELECTRICAL
•
OBTAIN A SEPARATE
PERMIT FROM
PLUMBING PERMIT
STATE LABOR &
FROM THE CITY OF
•. INDUSTRIES
EDMONDS.
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PROJECT NO.
240203
DESIGNED BY
TL
DRAWN BY
TL & RM
TL
CHECKED BY
PERMIT SET
SHEET NO.
AIRES�
Jun 10 2
CITY OF EDM
DEVELOPMENT S
DEPARTME
PRINT DATE 5/26/2024 6:28:58 AM
IB
)24
NDS
RVICES
IT
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
MIN. OF 90%OF LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH EFFICACY LAMPS.
M 1505 MECHANICAL VENTILATION
M1505.4 Whole -house mechanical ventilation system. Each dwelling unit shall be equipped with a ventilation system. The whole -house mechanical ventilation
systems shall be designed in accordance with Sections M1505.4.1 through M1505.4.4.
M1505.4.1 System design. The whole house ventilation system shall consist of one or more supply fans, one or more exhaust fans, or an ERV/HRV with
integral fans, associated ducts and controls. Whole -house mechanical ventilation system with supply and exhaust fans per Sections M1505.4.1.2, M1505.4.1.3,
M1505.4.1.4, and M1505.4.1.5. Local exhaust fans are permitted to serve as part of the whole house ventilation system when provided with the proper controls
per Section M1505.4.2. The systems shall be designed and installed to exhaust and/or supply the minimum outdoor airflow rates per Section M1505.4.3 as
modified by the whole house ventilation system coefficients in Section M1504.4.3.1 where applicable. The whole house ventilation system shall operate
continuously at the minimum ventilation rate determined per Section M1505.4.2 unless configured with intermittent off controls per Section M1505.4.3.2.
M1505.4.1.1 Whole house system component requirements. Whole house ventilation supply and exhaust fans specified in this section shall have a minimum
efficacy as prescribed in the Washington State Energy Code. Design and installation of the system or equipment shall be carried out in accordance with
manufacturers' installation instructions. Whole house ventilation fans shall be rated for sound at no less than the minimum airflow rate required by Section
M1505.4.3.1. Ventilation fans shall be rated for sound at a maximum of 1.0 sone. This sound rating shall be at a minimum of 0.1 in. w.c.
(25 Pa) static pressure in accordance with HVI procedures specified in Sections M1505.4.1.2 and M1505.4.1.3.
Exception: HVAC air handlers, ERV/HRV units, and remote mounted fans need not meet the sound requirements. To be considered for this exception, a
remote mounted fan must be mounted outside the habitable spaces, bathrooms, toilets, and hallways, and there must be at least 4 ft (1 m) of ductwork
between the fan and the intake grille.
The whole house supply fan shall provide ducted outdoor ventilation air to each habitable space within the residential unit.
Exception: Interior joining spaces provided with a 30 cfm whole house transfer fan or a permanent opening with an area of not less than 8 percent of the floor
area of the interior adjoining space but not less than 25 square feet do not require ducted outdoor ventilation air to be supplied directly to the space. Whole
house transfer fans shall meet the sone rating of Section M1505.4.1.1 and shall have whole house ventilation controls that comply with Section M1505.4.2.
M1505.4.1.2 Exhaust fans. Exhaust fans required shall be ducted directly to the outside. Exhaust air outlets shall be designed to limit the pressure difference to
the outside and equipped with backdraft dampers or motorized dampers in accordance with the Washington State Energy Code. Exhaust fans shall be tested
and rated in accordance with the airflow and sound rating procedures of the Home Ventilating Institute (HVI 915, HVI Loudness Testing and Rating Procedure,
HVI 916, HVI Airflow Test Procedure, and HVI 920, HVI Product Performance Certification Procedure as applicable). Exhaust fans required in this section may
be used to provide local ventilation. Bathroom exhaust fans that are designed for intermittent exhaust airflow rates higher than the continuous exhaust airflow
rates in Table M 1505.4.3(3) shall be provided with occupancy sensors or humidity sensors to automatically override the fan to the high speed airflow rate. The
exhaust fans shall be tested and the testing results shall be submitted and posted in accordance with Section M1505.4.1.6.
M1505.4.1.3 Supply fans. Supply fans used in meeting the requirements of this section shall supply outdoor air from intake openings in accordance with IMC
Sections 401.4 and 401.5. When designed for intermittent off operation, supply systems shall be equipped with motorized dampers in accordance with the
Washington State Energy Code. Supply fans shall be tested and rated in accordance with the airflow and sound rating procedures of the Home Ventilating
Institute (HVI 915, HVI Loudness Testing and Rating Procedure, HVI 916, HVI Airflow Test Procedure, and HVI 920, HVI Product Performance Certification
Procedure as applicable). Where outdoor air is provided by supply fan systems, the outdoor air shall be filtered. The filter shall be accessible for regular
maintenance and replacement. The filter shall have a Minimum Efficiency Rating Value (MERV) of at least 8.
M1505.4.1.4 Balanced whole house ventilation system. A balanced whole house ventilation system shall include both supply and exhaust fans. The supply and
exhaust fans shall have airflow that is within 10 percent of each other. The tested and balanced total mechanical exhaust airflow rate is within 10 percent or 5
cfm, whichever is greater, of the total mechanical supply airflow rate. The flow rate test results shall be submitted and posted in accordance with Section
M1505.4.1.7. The exhaust fan shall meet the requirements of Section M1505.4.1.2. The supply fan shall meet the requirements of Section M1505.4.1.3.
Balanced ventilation systems with both supply and exhaust fans in a packaged product, such as an ERV/HRV, shall meet the requirements of HVI 920, as
applicable. Intermittent dryer exhaust, intermittent range hood exhaust, and intermittent toilet room exhaust airflow rates above the residential dwelling or
sleeping unit minimum ventilation rate are exempt from the balanced airflow calculation.
M1505.4.1.6 Testing. Whole -house mechanical ventilation systems shall be tested, balanced and verified to provide a flow rate not less than the minimum
required by Sections M1505.4.3 and M1505.4.4. Testing shall be performed according to the ventilation equipment manufacturer's instructions, or by using a
flow hood, flow grid, or other airflow measuring device at the mechanical ventilation fan's inlet terminals, outlet terminals or grilles or in the connected ventilation
ducts. Where required by the building official, testing shall be conducted by an approved third party. A written report of the results of the test shall be signed by
the party conducting the test and provided to the building official and be posted in the dwelling unit per Section M1505.4.1.7.
M1505.4.1.7 Certificate. A permanent certificate shall be completed by the mechanical contractor, test and balance contractor or other approved party and
posted on a wall in the space where the furnace is located, a utility room, or an approved location inside the building. When located on an electrical panel, the
certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label, or other required labels. The certificate shall list the flow
rate determined from the delivered airflow of the whole -house mechanical ventilation system as installed and the type of mechanical whole house ventilation
system used to comply with Section Ml505.4.3.1.
M1505.4.2 System controls. The whole -house mechanical ventilations stem shall be provided with controls that comply with the following:
Y Y P PY 9
1. The whole house ventilation system shall be controlled with manual switches, timers or other means that provide for automatic operation of the ventilation
system with ready access by the occupant.
2. Whole -house mechanical ventilation system shall be provided with controls that enable manual override off of the system by the occupant during periods of
poor outdoor air quality. Controls shall include permanent text or a symbol indicating their function. Recommended control permanent labeling to include text
similar to the following: "Leave on unless outdoor air quality is very poor." Manual controls shall be readily accessible by the occupant.
3. Whole house ventilation systems shall be configured to operate continuously except where intermittent off controls and sizing are provided per Section
M 1505.4.3.2.
M1505.4.3 Mechanical ventilation rate. The whole -house mechanical ventilation system shall provide outdoor air at a continuous rate as determined in
accordance with Table M1505.4.3(1) or Equation 15-1.
TABLE 1505.4.3 (1) WHOLE HOUSE MECHANICAL VENTILATION AIRFLOW RATES
FLOOR AREA
BEDROOMS
(SQ. FT.)
0-1
2
3
4
5 OR MORE
< 500
30
30
35
45
50
501-1000
30
35
40
50
55
1001-1500
30
40
45
55
60
1501-2000
35
45
50
60
65
2001-2500
40
50
55
65
70
2501-3000
45
55
60
70
75
3001-3500
50
60
65
75
80
3501-4000
55
65
70
80
85
4001-4500
60
70
75
85
90
4501-5000
65
75
80
90
95
TABLE 1505.4.3(3) INTERMITTENT OFF WHOLE HOUSE MECHANICAL VENTILATION RATE FACTORS (a,b)
RUN-TIME % IN EACH
4-HOUR SEGMENT 50% 66%
75%
100%
FACTOR
2 1.5
1.3
1.0
THIS PLAN USES AN INTERMITTENT WHOLE HOUSE VENTILATION SYSTEM WITH TIMER(s).
TOTAL HEATED FLOOR AREA = 572 SQ. FT. BEDROOMS = 1
WHOLE HOUSE VENTILATION SIZE = 30 CFM X 2 (50% PER 4-HOUR) = 60 TOTAL CFM MIN. FAN SIZE.
2018 WASHINGTON STATE ENERGY CODE
MISC. ENERGY CODE NOTES
A permanent certificate shall be completed and posted on or within three feet of the electrical distribution panel by the
builder or registered design professional. The certificate shall be completed by the builder or registered design
professional and shall not cover or obstruct the visibility of the circuit directory label, service disconnect label or other
required labels. The certificate shall list the predominant R-values of insulation installed in or on ceiling/roof, walls,
foundation (slab, below -grade wall, and/or floor) and ducts outside conditioned spaces; U-factors for fenestration and the
solar heat gain coefficient (SHGC) of fenestration, and the results from any required duct system and building envelope
air leakage testing done on the building. Where there is more than one value for each component, the certificate shall list
the value covering the largest area. The certificate shall list the types and efficiencies of heating, cooling and service
water heating equipment.
The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes
per hour. Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals).Where
required by the code official, testing shall be conducted by an approved third party. A written report of the results of
the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed
at any time after creation of all penetrations of the building thermal envelope.
Where the primary heating system is a forced -air furnace, at least one thermostat per dwelling unit shall be capable of
controlling the heating and cooling system on a daily schedule to maintain different temperature set points at different
times of the day.
ALL DUCTWORK SHALL BE SEALED AND TESTED PER R403.2.2
WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH R-10 RIGID INSULATION EXCEPT IN SITUATIONS
WHERE STRUCTURAL BEAM SIZE REQUIREMENTS OVERRIDE.
ALL APPLIANCES SHALL BE U.L. LISTED.
WHOLE HOUSE FANS
Whole house ventilation fans shall be installed so as to run simultaniously.
EXHAUSTFANS
Exhaust fans to terminate at building exterior with clearances per IRC
M1504.3 (min. 3 ft to openings) and for clothes dryer vent terminations to be per M1502.3 (3 ft to bldg. openings).
ALL FENESTRATION SHALL BE NFRC CERTIFIED.
2x6 TOP PLATES
;.W.B.
',ID R-10 INSULATION
kLLED IN CAVITY BETWEEN
ER AND INTERIOR G.W.B.
ER PER PLAN
,,-OW, FINISH & TRIMS
PER MISC. DETAILS
HEADER INSULATION
1 1 /2" = 1'-0"
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
GARAGE CONVERSION TO A.D.U. LIVING SPACE MARGO HENSON
784-6627
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 11 �y,���/// �_ (�^_ I1Date 1102/22/2024 11
All Climate Zones (Table R402.1.1)
R-Valuea
U-Factora
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 ch
10/15/21 int+TB
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
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 +5TB" 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 +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.
For single rafter- or joist -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
Il
FENENSTRATION CALCULATIONS
VERTICAL GLAZING 65 SF
LESS EXEMPT GLAZING -00 SF
GLAZED DOORS PLUS OTHER
EXTERIOR DOORS 60 SF
TOTAL FENESTRATION: 125 SF
NOTE:
SEE SHEET AS FOR ADDITIONAL
INSULATION LOCATIONS AND
DETAILS,
ENERGY CREDITS
OPTIONS
DESCRIPTION CREDIT
HEATING
For heating system based on electric resistance with a ductless 0.5
OPTION 4
mini -split heat pump system in accordance with Section
R403.7.1 including the exception.
ENERGY
Prescriptive compliance is based on Table R402.1.1 with the 0.5
OPTION 1.3
following modifications:
Vertical fenestration U = 0.28
Floor R-38
Slab on grade R-10 perimeter and under entire slab
Below grade slab R-10 perimeter and under entire slab
ENERGY Ductless mini -split heat pump system, zonal control: In homes 1.5
OPTION 3.4 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.
ENERGY Water heating system shall include one of the following: 0.5
OPTION 5.2 Energy Star rated gas or propane water heater with a minimum
UEF of 0.80
TOTAL CREDITS 3.0
2018 Washington State Energy Code - Residential
Prescriptive Energy Code Compliance for All Climate Zones in Washington
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 Fuel Normalization Descriptions Credits - select ONE
Options heating option User Notes
1 Combustion heating minimum NAECAb 0.0 ❑
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 ❑
Credits - select ONE
energy option from each
category
0.5 ❑
Energy
Options
p
Energy Credit Option Descriptions
1 Efficient Building Envelope
Efficient Building Envelope
1.1
1.2
1.0
❑
1.3
Efficient Building Envelope
0.5
❑
1.4
Efficient Building Envelope
1.0
2.0
3.0
0.5
0.5
1.0
1.5
2.0
1.0
1.0
1.5
1.5
1.5
2.0
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
❑
ED
❑
❑
1.5
Efficient Building Envelope
1.6
Efficient Building Envelope
1.7
Efficient Building Envelope
2.1
Air Leakage Control and Efficient Ventilation
2.2
Air Leakage Control and Efficient Ventilation
2.3
Air Leakage Control and Efficient Ventilation
2.4
Air Leakage Control and Efficient Ventilation
3. 1'
High Efficiency HVAC
3.2
High Efficiency HVAC
3.3a
High Efficiency HVAC
3.4
High Efficiency HVAC
3.5
High Efficiency HVAC
3.61
High Efficiency HVAC
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
HEATING SYSTEM SIZE
simple cleating 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.
Project Information
Contact Information
GARAGE CONVERSION TO ADU LIVING SPACE
MARGO HENSON
Heating System Type: o All other systems
® Heat Pump
To see detailed instructions for each section, place your cursor on the word "Instructions"
Design Temperature
Instructions
Design Temperature Difference (AT) 46
Edmonds
AT = Indoor (70 degrees) - Outdoor Design Temp
Area of Building
Conditioned Floor Area
Instructions Conditioned Floor Area (sq ft)
572
Average Ceiling Height
Conditioned Volume
Instructions Average Ceiling Height (ft)
7.8 4,462
Glazing and Doors
U-Factor X Area = UA
Instructions
u-o.3o
I 0.300 125 37.50
Skylights
Instructions
Insulation
Attic
U-Factor X Area = UA
0.50 0� ---
U-Factor X Area = UA
Instructions R 49
��
0.026 572 14.87
Single Rafter or Joist Vaulted Ceilings
U-Factor X Area UA
Instructions
I
1 No Vaulted Ceilings in this project.
J
Above Grade Walls (see Figure 1)(see Figure i)
U-Factor X Area UA
Instructions Ii-21 intermediate
I 0.056 855 47.88
l
Floors
U-Factor X Area UA
Instructions
No Floors
above unconditioned spaces.
Below Grade Walls (see Figure i)
U-Factor X Area UA
Instructions No Below Grade Walls in this project.
, 0.028 0
Slab Below Grade (see Figure i)
F-Factor X Length UA
Instructions
No Slab Below Grade in
�
0.303 0� ---
this project.
Slab on Grade (see Figure 1)
F-Factor X Length UA
Instructions
96
0.540 51.84I
R-10 Perimeter
Location of Ducts
Instructions
I Duct Leakage Coefficient
ki Conditioned Space
J 1.00
Sum of UA 152.09
Envelope Heat Load 6,996
Btu / Hour
Fiaure 1.
Sum of UA x AT
Air Leakage Heat Load 2,217
Btu / Hour
Volume x 0.6 x AT x 0.018
Above Grade
Building Design Heat Load 9,213
Btu / Hour
Air leakage + envelope heat loss
_
Building and Duct Heat Load 9,213
Btu / Hour
Ducts in unconditioned space: sum of building heat loss
x 1.10
Ducts in conditioned space: sum of building heat loss x 1
Maximum Heat Equipment Output 11,516
Btu / Hour
Building and duct heat loss x 1.40 for forced air furnace
Building and duct heat loss x 1.25 for heat pump
(07101113)
2018 Washington State Energy Code - Residential
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 ca egoryd
5.1d
Efficient Water Heating
0.5
❑
5.2
Efficient Water Heating
0.5
❑
5.3
Efficient Water Heating
1.0
❑
5.4
Efficient Water Heating
1.5
0
5.5
Efficient Water Heating
2.0
❑
5.6
Efficient Water Heating 1:12.5
❑
6.1e
Renewable Electric Energy (3 credits max)
1.0
Q
7.1
Appliance Package
0.5
❑
Total Credits
3.0
Calculate 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 5. 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
3
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PROJECT NO.
240203
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
PERMIT SET
SHEET NO.
A2RESL
Jun 10 2
CITY OF EDM
DEVELOPMENT S
DEPARTME
PRINT DATE 5/26/2024 6:29:59 AM
IB
)24
NDS
RVICES
IT
DOOR SCHEDULE
SYM. NO.
WIDTH
HEIGHT
DOOR TYPE
COMMENTS
FIRST FLOOR
D1
2' - 10"
6'- 8"
SINGLE PANEL
Accessible hardware per builder specs. (typ.)
D2
2'- 10"
6'- 8"
SINGLE PANEL
Accessible hardware per builder specs. (typ.)
D3
T - 6"
6'- 8"
BI-FOLD 2 PANEL CLOSET DOOR
Accessible pull knob hardware.
D4
2'- 10"
6'- 8"
SINGLE PANEL
Accessible hardware per builder specs. (typ.)
D5
T - 0"
6'- 8"
SINGLE ENTRY - CONTEMPORARY (TEMP.)
Tempered glass (U=0.30)
D6
2'- 6"
6'- 8"
BI-FOLD 2 PANEL CLOSET DOOR
Bi-fold closet door
D7
T - 0"
6' - 8"
SINGLE PANEL
D8
T - 0"
6' - 8"
1 SINGLE PANEL
D9
6'- 0"
6' - 8"
1 SLIDING GLASS PATIO (TEMP.)
Tempered glass (U=0.30)
WINDOW
SCHEDULE
SYM. NO.
FIRST FLOOR
WIDTH
HEIGHT
AREA
WINDOW TYPE U-VALUE COMMENTS
1
7' - 0"
3' - 6"
25 SF
Window -Sliding -Double
0.30
2
3' - 0"
3' - 6"
11 SF
Window -Sliding -Double
0.30
Tempered Glass
3
6' - 0"
4'- 0"
24 SF
Window -Sliding -Double
0.30
4
2' - 0"
3' - 0"
6 SF
Window -Single -Hung
0.30
Tempered Glass
Grand total
65 SF
AL
FLOOR PLAN KEYNOTES
NO. DESCRIPTION/ITEM
A4
COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH MANUF. SPECS.
RANGE HOOD SHALL HAVE LIGHT & 100 CFM MIN. EXHAUST FAN AND BE VENTED TO OUTSIDE WALL. EXAHUST HOOD SYSTEMS IN EXCESS OF 400 CFM
SHALL BE PROVIDED WITH MAKE UP AIR IN THE AMOUNT EQUIV. TO THE EXHAUST RATE PER M1503. SONE RATING AND TESTING PER M1505.4.4.3.
A10
DRYER: VENT TO OUTSIDE AND PER MANUFACTURER SPECICATIONS. DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND CONSTRUCTED OF METAL.
MAX. DUCT LENGTH PER TABLE M1502.4.4.1 OR M1502.4.4.2. (M1502)
A14
ATTIC ACCESS: MIN. 22"X30" AND REQUIRED AT AREAS GREATER THAN 30 SQ. FT. AND VERTICAL HEIGHT OF 30" OR GREATER. (R807.1) SEE M1305.1.3
FOR ADDITIONAL REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTIC.
A18
CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS.
A19
TEMP. GLASS DOOR
A20
TEMP. GLASS WINDOW
A23
FIBERGLASS SHOWER PAN OR EQUIV. w/ TILE SURROUND AND TEMP. GLASS SHOWER DOOR.
A25
PANTRY SHELVING: PROVIDE (5) MELAMINE OR EQUIV. 16" DEEP SHELVES PER BUILDER SPECIFICATIONS.
MISC. STRUCTURAL AND FRAMING NOTES
GENERAL NOTES
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.
DESIGN LOADS
LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 7
L = 60 PSF (Balcony)
SNOW LOADS: Snow loads are determined in accordance with ASCE Ch. 7 with the following
Factors:
Ground Snow Load Pg = 20 psf Ct = 1.0 Ce = 1.0
Roof Snow Load Ps = 25 psf Is = 1.0
FOUNDATIONS
Concrete foundations shall bear on stiff, competent, undisturbed native soil. Prior to construction,
the contractor shall obtain confirmation from the Building Official that the native soil at this project
is adequate to support the following bearing pressure:
Allowable bearing pressure used for structural design = 2000 psf (assumed)
Where footings must bear on structural fill due to inadequate soil conditions, the fill shall be mixed
and compacted in accordance with specifications provided by a Geotechnical Engineer licensed in
the State of Washington.
Bottom of footing elevation shall be located at minimum frost depth 18" below top of finished grade
unless required otherwise by the Building Official. The contractor shall confirm the minimum frost
depth with the Building Official prior to excavation.
CONCRETE
Concrete work shall comply, in general, with ACI 301 (latest edition) "Specifications for Structural
Concrete for Buildings."
CONCRETE MIXES: Concrete mixes shall conform ACI 318 Ch. 5. Minimum concrete strength f'c at
28 days shall be as follows:
Slab -on -grade, Curbs and Pads - 2000 psi
Footings - 2500 psi
Walls, Stems - 3000 psi (2500 psi used for structural design)
Water/cement ratio shall be measured by weight and shall be based on the total cementitious
material. Water/cement ratio shall be determined by the supplier based on strength requirements
and shall not exceed 0.55. Water -reducing admixtures may be incorporated in concrete mix designs
but shall conform to ASTM C 464, and be used in accordance with the manufacturer's
recommendations. CaCI and other water-soluable chloride admixtures shall not be used.
REINFORCING STEEL: All reinforcing shall be deformed bar (rebar) with bar diameters specified in
these drawings and properties below:
All reinforcing unless noted otherwise - ASTM A615, Grade 60
#3 stirrups and ties - ASTM A615, Grade 40
Welded rebar - ASTM A706, Grade 60
Galvanized Welded Wire Fabric - ASTM A165
Reinforcing steel shall be detailed in accordance with ACI 315 "Manual of Standard Practice for
Detailing Reinforced Concrete Structures."
Reinforcing steel shall be lapped as noted on the drawings. Where lap length is not shown,
reinforcing bars shall be lapped as follows:
#5 and smaller - 48 bar diameters
#6 and larger - 60 bar diameters
Minimum concrete cover over reinforcing shall be as follows:
Nonstructural Slab -on -grade - Mid -Depth
Wall Bars: interior face - 3/4"
exposed to earth/weather - 1-1/2" (#5 and smaller)
2" (#6 and larger)
Footings: Bottom Bars - 3" (cast against earth)
Top Bars - 1-1/2"
Side Bars - 2"
Provide supports as required for proper alignment and concrete cover around the reinforcement.
Consult the CRSI Manual of Standard Practice MSP-1 for specific information.
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 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 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 2x1s) 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"
TYPICAL DETAILS
In addition to the details and schedules on the framing plans, those noted as "Typical" shall be
used throughout the structure as applicable.
WALL LEGEND
NEW WALLS
EXISTING WALLS TO REMAIN
— — — — — — WALLS AND STRUCTURES TO BE REMOVED
1
A5
1 KING STUD
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OPENINGS. LEAVE EXISTING HEADER
IN PLACE WHERE AVAILABLE AS NEW
SUPPORT FOR KITCHEN WINDOW.
PROVIDE SOLID
BACKING FOR
GRAB BARS. SEE
DETAIL 3/A5 —
ELECT. HWT PER
CREDIT OPT. 5.4
(SEE SHEET A2)
2 HEAD MINI -
SPLIT HEAT
PUMP.
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6'- 3 1 /2"
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,
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PROJECT NO.
240203
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
PERMIT SET
SHEET NO.
A&ESL
Jun 10 2
CITY OF EDM
DEVELOPMENT S
DEPARTME
PRINT DATE 5/26/2024 6:30:18 AM
IB
)24
ADS
RVICES
IT
ELEVATION NOTES
PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO
WEATHER.
ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S
SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C.
PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR
GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDE OF STAIRS WITH A TOTAL
RISE OF MORE THAN 30" SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY
FROM THE NOSING OF THE TREADS. INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES SHALL BE
SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH. THE TRIANGLE OPENINGS FORMED BY THE
RISER, TREAD, AND BOTTOM OF RAIL SHALL BE SUCH THAT A 6" SPHERE CANNOT PASS THROUGH.
EXTERIOR STAIRS SHALL BE NOT LESS THAN 36" WIDE. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5"
ON EITHER SIDE OF THE STAIRWAY AND MIN. CLEAR WIDTH AT OR BELOW THE HANDRAIL SHALL NOT BE
LESS THAN 31.5". MAX. RISER HEIGHT IS 7 3/4". MIN. TREAD DEPTH SHALL BE 10". A LANDING IS REQUIRED
AT TOP AND BOTTOM OF EACH STAIRWAY.
SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY.
NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A
MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF 1/2". (R319.1)
Shingles
WeatherSeal trowel -applied membrane
Wall sheathing
Step flashing taped and sealed
Kick -out flashing
Kick -out and fascia
taped and sealed
KICKOUT FLASHING DlTAIL
Step 1: Prepare the WR9 at the rough
opening: install a small section of house
wrap below the sill (referred to as an
"apron"); alternatively, install self-adhesive
pan flashing with split backing (where the
release paper backing can be removed incre-
mentally) to seal to the house wrap later.
Step 2: Install pan flashing: cover the rough
sill and extend onto the face of the wall/
WRB.
Step 3: Install the window: according to
manufacturer instructions.
Step 4: Install the jamb flashing: over
window flange and pan flashing and extend
above the head flange.
Step 5: Install the head flashing: over and
beyond the jamb flashing (and over the win-
dow drip cap if installed).
Step 6: Integrate the WRB: Install house
wrap shingle -fashion, integrated with the
apron, and seal house wrap at jambs and
head using sealant (beneath the house wrap)
or construction tape.
SILL FLASHING NOTE:
1) INSTALL BENJAMIN OBDYKE
HYDROCORNER SILL FLASHING OR EQUIV.
@ ALL WINDOW SILL CORNERS
2) INSTALL BENJAMIN OBDYKE HYDROFLASH® GP SILL /
PENETRATION FLASHING OR EQUIV. OVER CORNER SHIELD, AS
EXTRA PREVENTION FOR LEAKS @ SILL CORNERS
HEAD FLASHING NOTE: SEE NOTE BELOW
DRAWING FOR INSTALLATION O5
OF METAL HEAD FLASHING
@ THIS AREA `
WEATHER RESISTIVE BARRIER
HYDROGAP DRAINABLE HOUSEWRAP
(BENJAMIN OBDYKE) W/ BENJAMIN
OBDYKE HYDROFLASHO GP SILL /
PENETRATION FLASHING AND BENJAMIN
OBDYKE HYDROCORNER SILL FLASHING
(APPROVED SUBSTITUTIONS OKAY)
Housewrap ,
Rigid cap flashing
Flashing tape
over head trim
10* to 1 S°
slope )
HEAD FLASHING NOTE: -
Flashing
ELEVATION KEYNOTESFLASHING.-
ASHI WINDOWHEADMETAL HEARIPD
FLASHING :INSTALL METAL HEAD
tape
overtop
FLASHING @ WINDOWS & EXTERIOR
window
flange
DESCRIPTION/ITEM
DOORS PER THE DETAIL BELOW.
E2
ROOFING: 30 YEAR RANDOM CUT ARCHITECTURAL COMPOSITION ROOFING. (IF
PITCH IS 3:12 OR LESS, INSTALL ROOFING OVER ICE AND WATER SHEILD.)
E5
GUTTERS: CONTINUOUS ALUMINUM GUTTER ON 5/46 FASCIA
E6
SIDING: BOARD AND BATTON: 1x3 BATTONS @ 16" O.C. ON HARDI-BOARD OR EQUIV.
SMOOTH FACED BOARDS
FASCIA: 1x4 ON 5/4xl0 (TYPICAL AT GABLE ENDS)
E9
E13
SIDING: 8" EXPOSURE HORIZONTAL BEVEL CEMENT BOARD SIDING WHERE
INDICATED. MANUF. & COLOR PER BUILDER SPECS.
E20
TRIM: 5/4x4 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS.
E25
TRIM: 5/4x3 CEDAR OR WHITE WOOD PER BUILDER SPECS.
E27
CORNERS: SLIMLINE METAL CORNER TRIM.
E66
CONCRETE LANDING AND STEPS PER IRC.
E82
SLIDING GLASS PATIO DOOR w/ TEMP. GLASS
E86
ENTRY DOOR: PER BUILDER SPECIFCATIONS. TEMP. GLASS SIDELITES OR INSERTS
IF APPLICABLE.
E88
EXTERIOR PERSON DOOR: PER BUILDER SPECIFICATIONS.
WINDOW
1/4" = 1'-0"
EXTERIOR PERSPECTIVE
Head trim
Flashing tape
over side
window flange
FLASHING
'/4-in. gap
beneath
siding
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FIRST FLOOR PLATE
107'-8"
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FIRST FLOOR70-
V-8" SILL HT. (VERIFY)
E86 E88
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� FIRST FLOC
107'-8"
FIRST FLOC
v 100'-0"
FIRST FLOC
107'-8"
FIRST FLOC
100'-0"
� FIRST FLOOR PLATE
107'-8"
LJh,, FIRST FLOOR
v 100, - 0"
k,
SOUTH ELEVATION
1/4" = 1'-0"
WEST ELEVATION.
1/4" = 1'-0"
EAST ELEVATION.
1/4" = 1'-0"
NORTH ELEVATION
1/4" = 1'-0"
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PROJECT NO.
240203
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
PERMIT SET
SHEET NO.
A4ESL
Jun 10 2
CITY OF EDM
DEVELOPMENT S
DEPARTME
PRINT DATE 5/26/2024 6:30:32 AM
IB
)24
NDS
RVICES
IT
COR-A-VENT IN ROOF
VENT STRIPS MIN. 36"
FROM WALL FACE.
1" MIN. AIRSPACE
w/ PLASTIC
BAFFLE EXTENDED
24" ABOVE INSULATION -
TIGHT FITTING SOLID BLOCKING
BETWEEN TRUSSES.
■ ' ►
SIDING PER ELEVATIONS
o/ AIR INFILTRATION BARRIER
o/ (1) LAYER 5/8" DENSGLASS
GOLD o/ 7/16" SHEATHING PER
STRUCTURALPLANS
o/ 2x4 STUDS @ 16" O.C. w/
R-21 BATT INSULATION
(HEATED SPACES)
(SEE GA FILE NO. BELOW) -
ROOFING PER ELEVATIONS o/
30# FELT o/ 7/16" APA
RATED 24/16 O.S.B. OR
PLY SHEATHING o/ RAFTERS
PER SECTION 1/A5
1/2" G.W.B. CLG. BD.
-- SIMPSON H1 TIE
@ EACH TRUSS TO
TOP PLATE PER
STRUCTURAL PLAN.
- - DBL. 2x TOP PLATE
PER STRUCTURALS.
(1) LAYER 5/8" TYPE "X" GWB
AT INTERIOR SIDE OF WALL.
SECTION VIEW
GA WP 8130
GYPSUM WALLBOARD, GLASS MAT GYPSUM SUBSTRATE,
WOOD STUDS
EXTERIOR SIDE: One layer 5/8" proprietary type X glass mat gypsum
substrate (sheathing) applied parallel or at right angles to 2 x 4 wood studs
16" o.c. with galvanized roofing nails, 13/4" long, 0.128" shank, 7/16" head,
7" o.c. Exterior surface covered with weather exposed cladding or finish
system.
INTERIOR SIDE: One layer 5/8" proprietary type X glass mat gypsum
substrate, glass mat water-resistant gypsum backing board, gypsum
wallboard, water-resistant gypsum backing board, or gypsum veneer base
applied parallel or at right angles to studs with 6d coated nails, 17/8" long,
0.0915" shank, 1/4" heads, 7" o.c. Joints staggered on opposite sides.
(LOAD -BEARING)
PROPRIETARY GYPSUM PANEL PRODUCTS
Georgia-Pacific Gypsum LLC - 5/8" DensGlass Gold® Fireguard®
5/8" DensArmor Plus® Fireguard®
1 HOUR EXTERIOR WALL
1 It
— 1'-0"
BASE OR EQUIV.
VANITY - FRONT VIEW
GRAB BAR DETAILS (TYP
3/4" = 1'-0"
EXISTING BAFFLES w/
MIN. 1" AIRSPACE. (VERIFY) —
FIRST FLOOR PLATE
107'-8"
FUR OUT EXISTING WALL
WITH NEW 2x2 STUDS AND
PRESSURE TREATED BASE PLATE.
R-21 BATT INSULATION
SEE DETAIL 2/A5.
NEW P.T. 2x BASE PLATE -
EXIST. P.T. 2x4 PLATE -
FIRST FLOOR
100,- 0„
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EXISTING FOUNDATION
AND FOOTING. (NO CHANGE) 7 2'�0" MIN. OF 2" RIGID INSULATION
-AT PERIMETER.
TOILET GRAB BARS - FRONT VIEW
12" MAX.
NOTE: ALL GRAB
BARS TO HA[VE
MIN. 250 LB.
STRUCTURAL
STRENGTH.
- PROVIDE 2x_ SOLID
BLOCKING BEHIND
ALL GRAB BAR TO
WALL CONNECTIONS
DURING FRAMING.
(TYPICAL)
TOILET GRAB BARS - SIDE VIEW
-- EXISTING ROOF RAFTERS AND
CEILINGS JOISTS. (NO CHANGE)
INSTALL NEW 1/2" GWB CELING BOARD
AT EXISTING RAFTERS.
d
'e,'
BUILDING CROSS SECTION
3/4"
2" MAX.
SWING UI
GRAB BAI
SHOWER - FRONT VIEW
— INSTALL NEW R-49 BATT INSULATION
OR PER CAPACITY OF EXISTING
CEILING. VERIFY VENT BAFFLES AT
PERIMETER AND INSTALL NEW BAFFLES
AS NEEDED FOR ADEQUATE VENTILATION.
HEADER AND RIGID INSULATION PER
PLAN 3/A3 AND DETAIL 1/A2
INSTALL NEW GUTTERS
AND DOWNSPOUTS
TO REPLACE EXISTING. -
- DEMO EXISTING CONCRETE SLAB
AND INSTALL NEW 4" CONCRETE SLAB OVER
2' PERIMETER 2" RIGID INSULATION 0/ 6 MIL.
V.B. AND SAND.
18" VEF
GRAB E
FROM f
4" FRO[
(TYP. B
l/1:T:1
PROVIDE 2 LAYERS 5/8"
TYPE "X" GWB AT RAFTER
OVER BREEZEWAY
TO PREVENT FIRE PENETRATION
FROM UNIT TO BREEZEWAY.
II
III III III_
SHOWER - SIDE VIEW
/
/
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NEW EXTERIOR MAN -DOOR
AT STORAGE
ROOMS PER PLAN.
MAX.
)RIZONTAL
)AB BAR
OWER TILE
R PLAN.
)N-SKID TILE
EQUIV. SURFACE
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PROJECT NO.
240203
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
PERMIT SET
SHEET NO.
ASESUJun
10 2
CITY OF EDMDEVELOPMENT
S
DEPARTME
PRINT DATE 5/26/2024 6:30:43 AM
B
)24
NDS
RVICES
IT