APPROVED BLD PLN BLD2020-1033+Architectural_Plan+3.8.2021_4.10.37_PM+2081733GENERAL NOTES
AREA CALCULATIONS
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GENERAL REQUIREMENTS
ALL WORK SHALL COMPLY WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN),
HEATED AREAS SQUARE FOOTAGE
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INTERNATIONAL RESIDENTIAL CODE (ORDINANCE), MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE,
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INTERNATIONAL MECHANICAL CODE, NATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY STATE
2ND FLOOR 999.0
AND LOCAL AMENDMENTS, AND ANY APPLICABLE LAND USE CODE.
MAIN FLOOR 153.0
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THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO
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CONSTRUCT AWEATHER TIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND
TOTAL 1152.0
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WATERPROOFING DETAILS AND CONSTRUCTION OF THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE
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RESPONSIBILITY OF THE OWNER/BUILDER AND THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER
REQUIREMENTS, BUILDING CODE REQUIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE.
NON -HEATED AREAS SQUARE FOOTAGE
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THE DESIGNER HAS NOT BEEN CONTRACTED TO PERFORM CONSTRUCTION ADMINISTRATION SERVICES OR
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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
GARAGE AND SHOP 1974.0
_ _ _
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BE RESPONSIBLE FOR INSPECTING AND VERIFYING THAT ALL FLASHING, WEATHERPROOFING, ROOFING AND
COVERED PORCHES 173.0
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WATERPROOFING DETAILS ARE BUILT CORRECTLY AND MEET OWNER/BUILDER'S APPROVAL BEFORE BEING
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COVERED BY SUBSEQUENT CONSTRUCTION WORK. USE OF THESE PLANS BY ANYONE OTHER THAN THE
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INTENDED OWNER/BUILDER IS NOT PERMITTED.
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ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE.
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SITE WORK
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1. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING WITH COURSE GRANULAR FILL. (1 1/2-3/8 CLEAN
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WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FINISHED GRADE.) PROTECT DRAIN TILE AND
-
WATERPROOFING.
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2. ROUGH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS
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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
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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.
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4. ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ENGINEER AND INSTALLED PER
DRAWING INDEX
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APPLICABLE CODE.
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MECHANICAL
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1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT, EXPERIENCED PLUMBER AND IN
SHEET
NO. DESCRIPTION
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ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND LOCAL CODES.
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2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL
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CONTRACTOR IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE, 2015 IRC, AND LOCAL CODES.
PROVIDE DOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE
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COVER SHEET, INDEX, GENERAL NOTES
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WASHINGTON STATE ENERGY CODE. WHEN INSTALLED IN GARAGE, HEATING UNITS SHALL BE PLACED SUCH
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ENERGY CALCULATIONS
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THAT ALL PILOT LIGHTS, BURNERS, HEATING ELEMENTS, OR SWITCHES ARE LOCATED A MIN. OF 18" ABOVE THE
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GARAGE FLOOR.
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ELEVATIONS
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ELEVATIONS
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THERMAL AN D MOISTU RE
A5
MAIN FLOOR PLAN
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2ND FLOOR PLAN
1. INSULATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE
,q7
BUILDING SECTIONS AND MISC. DETAILS
OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE SHOWN ON
A8
BUILDING SECTIONS &DETAILS
PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET.
2. APPLY 1 COAT (MIN) HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION
A9
BUILDING SECTION AND DETAILS
WALLS, FROM FOOTING TO FINISHED GRADE AT FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE
INTERIOR SPACES AND FLOORS BELOW GRADE.. (R406.1)
S1
STRUCTURAL NOTES/SCHEDULES
3. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER
S2
FOUNDATION PLAN
MANUFACTURER'S INSTRUCTIONS.
4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS, LAPPED AT ALL SPLICES
S3
2ND FLOOR FRAMING
AND OVER FOOTINGS.
S4
ROOF FRAMING PLAN
FINISHES
S5
STRUCTURAL DETAILS
S6
STRUCTURAL DETAILS
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 5/8" 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
SYMBOL L E G E N D
ACCORDANCE WITH MOST CURENT STATE AND LOCAL ELECTRICAL CODE. ELECTRICAL SCHEMATICS PROVIDED IN
THIS SET OF PLANS ARE FOR REFERENCE LAYOUT ONLY.
F I R ESTO P P I N G
CARBON MONOXIDE DETECTOR
❑ INTERCONNECTED 110v w/ BATTERY BACKUP
c.o. CAN BE COMBINED w/ S.D.
FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND
O SMOKE DETECTOR
HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND
s.D. INTERCONNECTED 110v w/ BATTERY BACKUP
THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING
LOCATIONS:
O EXHAUST FAN (VENT TO OUTSIDE)
A rove d b
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F � re
1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 10'-0"
p p y
HORIZONTALLY, AND AT THE CEILING AND FLOOR LEVEL.
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT
O KEYNOTE
03/31/2021 AFM ���t-tee-e�- APPROVED BY PLANNING
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.
101 DOOR SCHEDULE SYMBOL
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4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH
NON-COMBUSTABLE MATERIALS.
11 WINDOW SCHEDULE SYMBOL
Mar 29 2021
REVISION- SEE DESCRIPTION IN
MISCELLANEOUS
TITLE BLOCK
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING.
SIM DETAIL SYMBOL
1 �
2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND
SIMILAR DETAIL
101
ELECTRICAL WORK.
-DETAIL N0.
3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH (R314) SMOKE DETECTORS TO BE HARD WIRED AND
SHEET N0.
APPROVED BY
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
SIM
1
C it ❑�O �d ❑ o n d s
� BUILDING CROSS SECTION
CITY OF EDMONDS
ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN THE VICINITY OF THE
A10�,�
BEDROOMS. (R315)
DETAIL N0.
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BUILDING DIVISION
Buildin De artment
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4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE
SHEET NO.
Mar 3O 2021
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
Room name � -ROOM NAME
Work NEW SFR
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.)
APPROVED
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Address 10731 226TH ST SW LOT 1
7. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4" IN DIAMETER
CANNOT PASS THROUGH.
PLANS MUST BE
8. BEDROOM EMERGENCY EGRESS WINDOWS MUST HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. MINIMUM
Owner HELLEREN
NET CLEAR OPENABLE WIDTH OF 20" AND MIN. NET CLEAR OPENING HEIGHT OF 24". MAX. FINISHED HEIGHT OF
ON JOB SITE
_________
44" FROM FINISHED FLOOR TO BOTTOM OF CLEAR OPENING (R310.1).
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Approved Date 3/30/2021 RESUB
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Know what's below■ STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO
Call before dig. LOCATE ALL UNDERGROUND UTILITIES.
OBTAIN ELECTRICAL qLL WORK SUBJECT
PERMIT FROM TO FIELD
Buildin Official � w. � Mar 09 2021
9 ------CITY OF EDMONDS
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Permlt Number DEPARTMENT
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STATE LABOR & INSPECTION FOR
BLD2020-1033 ________
INDUSTRIES CODE COMPLIANCE
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PROJECT NO.
200305
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
PRINT DATE 9/20/2020 2:31:57 PM
R301 CLIMATE ZONE
THIS PLAN IS DESIGNED FOR CLIMATE ZONE 5 AND MARINE 4 PER TABLE R301.1, 2015 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-
factoralternative 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 75%OF LAMPS IN PERMANENTLY INSTALLED FIXTURES SHALL BE HIGH EFFICACY LAMPS.
M 1507 MECHANICAL VENTILATION
M1507.3.1 SYSTEM DESIGN.
EACH DWELLING UNIT OR GUESTROOM SHALL BE EQUIPPED WITH A VENTILATION SYSTEM COMPLYING WITH
SECTION M1507.3.4, M1507.3.5, M1507.3.6 OR M1507.3.7. COMPLIANCE IS ALSO PERMITTED TO BE DEMONSTRATED
THROUGH COMPLIANCE WITH THE INTERNATIONAL MECHANICAL CODE.
M1507.3.2 CONTROL AND OPERATION.
1. LOCATION OF CONTROLS. CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY THE
OCCUPANT.
2. INSTRUCTIONS. OPERATING INSTRUCTIONS FOR WHOLE -HOUSE VENTILATION SYSTEMS SHALL BE PROVIDED TO
THE OCCUPANT BY THE INSTALLER OF THE SYSTEM.
3. LOCAL EXHAUST SYSTEMS. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES,
DEHUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS.
4. CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEMS. CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEMS
SHALL OPERATE CONTINUOUSLY. EXHAUST FANS, FORCED -AIR SYSTEM FANS, OR SUPPLY FANS SHALL BE
EQUIPPED WITH "FAN ON" AS OVERRIDE CONTROLS. CONTROLS SHALL BE CAPABLE OF OPERATING THE
VENTILATION SYSTEM WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. A LABEL SHALL BE
AFFIXED TO THE CONTROLS THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)."
5. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS
SHALL COMPLY WITH THE FOLLOWING:
5.1. THEY SHALL BE CAPABLE OF OPERATING INTERMITTENTLY AND CONTINUOUSLY.
5.2. THEY SHALL HAVE CONTROLS CAPABLE OF OPERATING THE EXHAUST FANS, FORCED -AIR SYSTEM FANS, OR
SUPPLY FANS WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES.
5.3. THE VENTILATION RATE SHALL BE ADJUSTED ACCORDING TO THE EXCEPTION IN SECTION 403.8.5.1.
5.4. THE SYSTEM SHALL BE DESIGNED SO THAT IT CAN OPERATE AUTOMATICALLY BASED ON THE TYPE OF
CONTROL TIMER INSTALLED.
5.5. THE INTERMITTENT MECHANICAL VENTILATION SYSTEM SHALL OPERATE AT LEAST ONE HOUR OUT OF EVERY
FOUR.
5.6. THE SYSTEM SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A 24-HOUR CLOCK TIMER.
5.7. AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC CONTROL SHALL BE SET TO OPERATE THE WHOLE -HOUSE
FAN ACCORDING TO THE SCHEDULE USED TO CALCULATE THE WHOLE -HOUSE FAN SIZING.
M1507.3.4 WHOLE -HOUSE VENTILATION USING EXHAUST FANS.
THIS SECTION ESTABLISHES MINIMUM PRESCRIPTIVE REQUIREMENTS FOR WHOLE -HOUSE VENTILATION SYSTEMS
USING EXHAUST FANS. A SYSTEM WHICH MEETS ALL THE REQUIREMENTS OF THIS SECTION SHALL BE DEEMED TO
SATISFY THE REQUIREMENTS FOR AWHOLE-HOUSE VENTILATION SYSTEM.
M1507.3.4.1 WHOLE -HOUSE VENTILATION FANS.
EXHAUST FANS PROVIDING WHOLE -HOUSE VENTILATION SHALL HAVE A FLOW RATING AT 0.25 INCHES WATER
GAUGE AS SPECIFIED IN TABLE M1507.3.3(1). MANUFACTURERS' FAN FLOW RATINGS SHALL BE DETERMINED
ACCORDING TO HVI 916 OR AMCA 210.
M1507.3.4.2 FAN NOISE.
WHOLE -HOUSE FANS LOCATED 4 FEET OR LESS FROM THE INTERIOR GRILLE SHALL HAVE A SONE RATING OF 1.0
OR LESS MEASURED AT 0.1 INCHES WATER GAUGE. MANUFACTURER'S NOISE RATINGS SHALL BE DETERMINED AS
PER HVI 915 (MARCH 2O09). REMOTELY MOUNTED FANS SHALL BE ACOUSTICALLY ISOLATED FROM THE
STRUCTURAL ELEMENTS OF THE BUILDING AND FROM ATTACHED DUCT WORK USING INSULATED FLEXIBLE DUCT
OR OTHER APPROVED MATERIAL.
M1507.3.4.3 FAN CONTROLS.
THE WHOLE -HOUSE VENTILATION FAN SHALL MEET THE REQUIREMENTS OF SECTION M1507.3.2 AND M1507.3.2.1.
M1507.3.4.4 OUTDOOR AIR INLETS.
OUTDOOR AIR SHALL BE DISTRIBUTED TO EACH HABITABLE SPACE BY INDIVIDUAL OUTDOOR AIR INLETS. WHERE
OUTDOOR AIR SUPPLIES ARE SEPARATED FROM EXHAUST POINTS BY DOORS, PROVISIONS SHALL BE MADE TO
ENSURE AIR FLOW BY INSTALLATION OF DISTRIBUTION DUCTS, UNDERCUTTING DOORS, INSTALLATION OF GRILLES,
TRANSOMS, OR SIMILAR MEANS. DOORS SHALL BE UNDERCUT TO A MINIMUM OF 1/2 INCH ABOVE THE SURFACE OF
THE FINISH FLOOR COVERING.
INDIVIDUAL ROOM OUTDOOR AIR INLETS SHALL:
1. HAVE CONTROLLABLE AND SECURE OPENINGS;
2. BE SLEEVED OR OTHERWISE DESIGNED SO AS NOT TO COMPROMISE THE THERMAL PROPERTIES OF THE WALL
OR WINDOW IN WHICH THEY ARE PLACED;
3. PROVIDE NOT LESS THAN 4 SQUARE INCHES OF NET FREE AREA OF OPENING FOR EACH HABITABLE SPACE. ANY
INLET OR COMBINATION OF INLETS WHICH PROVIDE 10 CFM AT 10 PASCALS ARE DEEMED EQUIVALENT TO 4
SQUARE INCHES NET FREE AREA.
INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL.
OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS:
1. CLOSER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3 FEET ABOVE THE
OUTDOOR AIR INLET.
2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS.
3. A HAZARDOUS OR UNSANITARY LOCATION.
4. A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN.
5. CLOSER THAN 10 FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING
IS AT LEAST 3 FEET ABOVE THE AIR INLET.
6. ATTIC, CRAWL SPACES, OR GARAGES.
TABLE 1507.3.3 (1) CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW
FLOOR AREA
BEDROOMS
(SQ. FT.)
0-1
2-3
4-5
6-7
>7
< 1500
30
45
60
75
90 (IN CFM's)
1501-3000
45
60
75
90
105
3001-4500
60
75
90
105
120
4501-6000
75
90
105
120
135
6001-7500
90
105
120
135
150
>7500
105
120
135
150
165
TABLE 1507.3.3 (2) INTERMITTENT WHOLE HOUSE MECHANICAL VENTILATION RATE
RUN-TIME PERCENTAGE IN EACH
4-HOUR SEGMENT
25% 33%
50%
66%
75%
100%
FACTOR
4 3
2
1.5
1.3
1.0
THIS PLAN USES AN INTERMITTENT WHOLE HOUSE VENTILATION SYSTEM WITH
TOTAL HEATED FLOOR AREA = 1152 SQ. FT. BEDROOMS = 2
WHOLE HOUSE VENTILATION SIZE = 45 CFM X 4 (25°/t, PER 4-HOUR) = 180 TOTAL CFM FAN(s) SIZE.
INTEGRATED FURNACE OUTSIDE AIR INTAKE WITH EXHAUST FANS AS NOTED IN PLAN .
MULTIPLE WHOLE HOUSE VENTILATION FANS TO BE INTERCONNECTED TO OPERATE SIMULTANEOUSLY.
2015 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. Specifics and Exceptions see SEC.
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.
EXHAUST FANS
Exhaust fans to terminate at building exterior with clearances per SRC
M1506.2 (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.
>_x6 TOP PLATES
.W.B.
iID R-10 INSULATION
�LLED IN CAVITY BETWEEN
ER AND INTERIOR G.W.B.
ER PER PLAN
,r.�OW, FINISH &TRIMS
PER MISC. DETAILS
HEADER INSULATION
PRESCRIPTIVE ENERGY CODE COMPLIANCE
Prescri tive Ener Code Com liance for All Climate Zones in Washin ton
p 9Y p 9
Project Information Contact Information
HELLEREN RESIDENCE &SHOP -LOT 1 LEIF AND KIM HELLEREN
This project will use the requirements of the Prescriptive Path below and incorporate the
the minimum values listed. In addition, based on the size of the structure, the appropriate
number of additional credits are checked as chosen by the permit applicant.
Authorized Representative
All Climate Zones
R-Valuea
U-Factora
Fenestration U-Factorb
n/a
0.30
Skylight U-Factor
n/a
0.50
Glazed Fenestration SHGCb�e
n/a
n/a
Ceilingk
49'
0.026
Wood Frame Wallgm�n
21 int
0.056
Mass Wall R-Value'
21/21h
0.056
Floor
30g
0.029
Below Grade Wallc m
10/15/21 int + TB
0.042
Slabd R-Value &Depth
10, 2 ft
n/a
able K4UL.1.1 and I able K4UL.1.3 Footnotes included on Page 2.
Date
Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve
the following minimum number of credits:
1. Small Dwelling Unit: 1.5 credits
❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of
fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but
less than 1500 square feet.
0 2. Medium Dwelling Unit: 3.5 credits
All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall
require 2.5 credits.
❑ 3. Large Dwelling Unit: 4.5 credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
❑ 4. Additions less than 500 square feet: .5 credits
Table R406.2 Summary
Ootion Description
Credit(sl
1a
Efficient Building Envelope 1a
0.5
1 b
Efficient Building Envelope 1 b
1.0
1c
Efficient Building Envelope 1c
2.0
1d
Efficient Building Envelope 1d
0.5
2a
Air Leakage Control and Efficient Ventilation 2a
0.5
2b
Air Leakage Control and Efficient Ventilation 2b
1.0
2c
Air Leakage Control and Efficient Ventilation 2c
1.5
3a
High Efficiency HVAC 3a
1.0
3b
High Efficiency HVAC 3b
1.0
3c
High Efficiency HVAC 3c
1.5
3d
High Efficiency HVAC 3d
1.0
4
High Efficiency HVAC Distribution System
1.0
5a
Efficient Water Heating 5a
0.5
5b
Efficient Water Heating 5b
1.0
5c
Efficient Water Heating 5c
1.5
5d
Efficient Water Heating 5d
0.5
6
Renewable Electric Energy
0.5
Total Credits
*Please refer to Table R406.2 for complete option descriptions
*1200 kwh
1.5
0.0
1.50
ENERGY CREDITS
Sc
EFFICIENT WATER HE_�TING Sc:
1.�
��'ater heating system shall include one of the following:
Gas, propane or oil water heater with a miuinnun EF of 0.91
ur�
Solar �irater heating supplemeuttug a miuiuuuu staztdard water heater. Solar water
heating �'vill provide a rated nuniuntm savings of 85 thenus or 2000 kti�'lt Uased ou the
Solar Rating and Cectiftcation Corporation (SRCC) AtuivaI Perfomtauce of QG-300
Certified Solar [rater Heating Systems
Dr'
Elecn�ic heat pump 4vater heater �S�ith a nvnimum FF of 2.0 and meetius the standards
of NEEA's Nar7her7s Climate Specifications for Heat Pump tiTt'ater Heaters
To qualify° to claiu> this credit. the UuiLduta penuit dra',r°utgs shall specify the option
Uevtg selected and shall specify the ���ater heater equipment type and the mntimam
equipment efficiency and, for solar '<r•ater heating systems, the calcnlatint� of the
utit�inxttu euerBy savings.
FENENSTRATION CALCULATIONS
VERTICAL GLAZING 180 SF
LESS EXEMPT GLAZING AT GARAGE -45 SF
PLUS GLAZED DOORS 42 SF
PLUS OTHER EXTERIOR DOORS 84 SF
TOTAL FENESTRATION: 261 SF
NOTE:
SEE SHEET A7, A8 & A9 FOR
ADDITIONAL INSULATION
LOCATIONS AND DETAILS.
TABLE R402.1.1 FOOTNOTES
Table R402.1.1 Footnotes
For SI: 1 foot .= 304.8 mm, ci .= continuous insulation, int .= intermediate framing.
a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is
less 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. The SHGC column applies to all glazed fenestration.
` "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the 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 the interior of the basement wall. "10/15/21,+TB" 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. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity
insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement
wall.
d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1.
e There are no SHGC requirements in the Marine Zone.
f Reserved.
g Reserved.
I, Reserved.
' The second R-value applies when more than half the insulation is on the interior of the mass wall.
'Reserved.
I< For single rafter- orjoist-vaulted ceilings, the insulation may be reduced to R-38.
I Reserved.
m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a
minimum of R-10 insulation.
Table R402.1.3 Footnote
a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as
specified in Section R402.1.3.
HEATING SYSTEM SIZE
slm le rleatln � stem slze: wasnln ton state
p 9 Y 9
This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Enerpv Code (WSEC) and ACCA
Manuals J and S. This calculator will calculate heatino loads only. ACCA procedures for sizino coolino systems should be used to determine coolino
loads.
Please fill out all of 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 call the WSU Energy Extension
Program at (360) 956-2042 for assistance.
Project Information Contact Information
HELLEREN RESIDENCE &SHOP -LOT 1 LEIF &KIM HELLEREN
1
Heating $VStem Type: O All other Systems OO Heat Pump
To see detailed instructions for each section, place your cursor on the word "Instructions"
Design Temperature
Instructions Design Temperature Difference (4T) 46
Edmonds �
4T =Indoor (70 degrees) -Outdoor Design Temp
Area of Building
Conditioned Floor Area
Instructions Conditioned Floor Area (sq ft)
Average Ceiling Height
Instructions Average Ceiling Height (ft)
Glazing and Doors
Instructions
U-0.30 � ,
Skylights
Instructions
Insulation
Attic
Instructions R�9
Single Rafter or Joist Vaulted Ceilings
Instructions � R-38 Vented � I
Above Grade Walls tree Figure +�
Instructions � R-21 Intermediate � I
Floors
1,152
Conditioned Volume
8.2 9,446
U-Factor X Area = UA
0.300 261 78.30
U-Factor X Area = UA
0.50 0� ---
U-Factor X Area = UA
0.026 602 15.65
U-Factor X Area UA
0.027 550 14.85
U-Factor X Area UA
0.056 1,736 97.22
U-Factor X Area UA
Instructions
0.029 1,152
I
33.41
R-30
�
Below Grade Walls (see Figure tl
U-Factor X Area
UA
RES U B
Instructions
0.042 387
16.25
R-21 Interior
�
�
Mar 09 2021
Slab Below Grade see Figured
F-Factor X Length
UA
Instructions
0.303 36
10.91
CITY OF EDMONDS
R-70 Fully insulated
�
DEVELOPMENT SERVICES
DEPARTMENT
Slab on Grade tree Fi ure t
F-Factor X Length
UA
Instructions
�
0.360 36
12.96
R-10 Fuly Insulated
Location of Ducts
Instructons
Duct Leakage Coefficient
No Ducts
�
t.00
Sum of UA
279.55
Envelope Heat Load
12,859
Btu /Hour
Flaure 1.
Sum of UAXdT
Air Leakage Heat Load
4,693
Btu /Hour
Volume X 0.6 X �T X .078
Above Grade
Building Design Heat Load
17,552
Btu /Hour
_
Air Leakage +Envelope Heat Loss
Building and Duct Heat Load
17,552
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
21,940
Btu /Hour
Building and Duct Heat Loss X 1.40 for Forced Air Furnace
Building and Duct Heat Loss X 1.25 /or Heat Pump
(07/01/13J
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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)
OrainEdge '°'
strip �'"��'
f
WeatherSealtrowel-applied rnernhrane
" . �=:� � ,
. � � � ` �` �; Step fashirg taped and sealed
. - � ' �,
-� ` �`�_�` `t Kick-outflashing
R l
_ - ; . ; '�., .��' I, � �,� Kick -out and fascia
`: _ .�-:_:r,. ` f '•.,, �� taped and sealed
Wall sheathing
2�, KICKOUT FLASHING DETAIL
Max. Height
298' - 8 1 /2"
297'-7"----
39
45
CV
40
N
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Max. Hei hg t �
TOP OF RIDGE I1 298' - 8 1/2" 1
LATE
9'-9"
ILING
7'-0"
00$
1 1/8"
grade �
8 1 /2" �I
_00� 0' �--0"
SO UTH E LEVATI O N
ELEVATION KEYNOTES
KEY VALUE KEYNOTE TEXT
39
40+YEAR PRESIDENTIAL RANDOM CUT ARCHITECTURAL COMPOSITION ROOFING
40
STANDING SEAM METAL ROOFING. COLOR AND STYLE PER OWNER SPECIFICATIONS
41
CONTINUOUS ALUMINUM GUTTER ON 5/4x6 FASCIA
42
BOARD AND BATTON: 1x3 BATTONS @ 16" O.C. ON HARDI-BOARD OR EQUIV. SMOOTH FACED BOARDS
45
FASCIA: 1x4 ON 5/4x10 (TYPICAL AT GABLE ENDS)
50
HORIZONTAL BEVEL CEMENT BOARD SIDING PER BUILDER SPECS
59
5/4x4 CORNER TRIM
61
2x10 BELLY BAND w/METAL FLASHING
67
WINDOW WRAP: 5/4x6 SIDE RAILS w/ 2x8 TOP RAIL AND 2x3 DRIP SILL OVER 5/4x8 TRIM. PROVIDE HEAD FLASHING OVER ALL WINDOWS NOT
UNDER EAVES AND/OR EXPOSED TO WEATHER.
71
BOX FRAME POST BASE AND WHITE WOOD TRIMS o/ STRUCTURAL POST PER PLAN
83
PROVIDE 6" MINIMUM EARTH/WOOD CONTACT
85
LOCKING DEADBOLD AT ENTRY DOOR
86
CONCRETE LANDING AND STEPS PER I.R.C./I.B.C.
87
INSULATED STEEL OVERHEAD GARAGE DOOR. MAKE AND STYLE PER BUILDER/OWNER SPECIFICATIONS.
96
PROVIDE METAL HEAD FLASHING ABOVE ALL WINDOWS EXPOSED TO WEATHER.
RESUB
Mar 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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ELEVATION KEYNOTES � MaX. Hei hg t
KEY VALUE KEYNOTE TEXT v 298' - 8 1/2"
�O��TgO7P OF RIDGE _ _ _ _ _
39 40+YEAR PRESIDENTIAL RANDOM CUT ARCHITECTURAL COMPOSITION ROOFING -'" " - 711
40 STANDING SEAM METAL ROOFING. COLOR AND STYLE PER OWNER SPECIFICATIONS 9�i
41 CONTINUOUS ALUMINUM GUTTER ON 5/4x6 FASCIA ����
42 BOARD AND BATTON: 1x3 BATTONS @ 16" O.C. ON HARDI-BOARD OR EQUIV. SMOOTH FACED BOARDS
45 FASCIA: 1x4 ON 5/4x10 (TYPICAL AT GABLE ENDS)
50 HORIZONTAL BEVEL CEMENT BOARD SIDING PER BUILDER SPECS
59 5/4x4 CORNER TRIM \� �2
61 2x10 BELLY BAND w/METAL FLASHING �, 112' �_
67 WINDOW WRAP: 5/4x6 SIDE RAILS w/ 2x8 TOP RAIL AND 2x3 DRIP SILL OVER 5/4x8 TRIM. PROVIDE HEAD FLASHING OVER ALL WINDOWS NOT 96 iy
UNDER EAVES AND/OR EXPOSED TO WEATHER. � 2ND FLOOR PLATE �
71 BOX FRAME POST BASE AND WHITE WOOD TRIMS o/ STRUCTURAL POST PER PLAN — — — — — — - — a' — — — 289, _ 9"
83 PROVIDE 6" MINIMUM EARTH/WOOD CONTACT
85 LOCKING DEADBOLD AT ENTRY DOOR 42 ,
86 CONCRETE LANDING AND STEPS PER I.R.C./I.B.C. RV BAY CEILING
87 INSULATED STEEL OVERHEAD GARAGE DOOR. MAKE AND STYLE PER BUILDER/OWNER SPECIFICATIONS. — — — — — — — — — — 2$7' - O"
96 PROVIDE METAL HEAD FLASHING ABOVE ALL WINDOWS EXPOSED TO WEATHER. 67
,� � o
5'�12 O
83 _
0
O o 2ND FLOOR
— — — — — — — — 281' - 7 7/8"
- — — - ,. — �+I-�����—���+�_MAINFLOORPLATE
280 -1 1 /8
� Avera 8e1 trade
�� i i � u� � �� �� �� u� � u�� I�� O�� � � �� � i�� I�� � u�� FAIN FLOOR
270' - o°
NORTH ELEVATION
3D View 1
Max. Hei hg t �
TOP OF RIDGE 298' - 8 1/2�' 1
297' 7" 01
.,
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MAIN FLOOR PLATE
- — — 280' -1 1 /8��
III
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WEST ELEVATION
RESUB
Mar 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
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SYM. N0.
WIDTH
DOOR SCHEDULE -MAIN
HEIGHT DOOR TYPE
FLOOR
COMMENTS
MAIN FLOOR
D1
16' - 0"
9' - 0"
OVERHEAD GARAGE DOOR
INSULATED STEEL GARAGE DOOR
D2
12' - 0"
14' - 0"
OVERHEAD GARAGE DOOR
INSULATED STEEL GARAGE DOOR
D3
9' - 0"
9' - 0"
OVERHEAD GARAGE DOOR
INSULATED STEEL GARAGE DOOR
D4
3' - 0"
8' - 0"
SINGLE ENTRY
EXTERIOR INSULATED FIBERGLASS ENTRY -DOOR
D5
3' - 0"
8' - 0"
SINGLE ENTRY
EXTERIOR INSULATED FIBERGLASS ENTRY -DOOR
D6
2' - 8"
8' - 0"
SINGLE PANEL
D7
2' - 8"
8' - 0"
SINGLE PANEL
1 3/8" SOLID CORE w/ SELF CLOSING MECHANISM
D8
2' - 6"
8' - 0"
SINGLE PANEL
SYM. N0.
WIDTH
WINDOW SCHEDULE -MAIN
HEIGHT AREA WINDOW TYPE
FLOOR
U-VALUE
MAIN FLOOR
1
3' - 0"
5' - 0"
15 SF
SINGLE HUNG
0.30
2
3' - 0"
5' - 0"
15 SF
SINGLE HUNG
0.30
3
2' - 0"
2' - 6"
5 SF
PICTURE (FIXED)
0.30
4
2' - 0"
2' - 6"
5 SF
PICTURE (FIXED)
0.30
5
2' - 0"
2' - 6"
5 SF
PICTURE (FIXED)
0.30
Grand total
45 SF
KEY VALUE
KEYNOTE SCHELDULE
TEXT
COMMENTS
01
GARAGE DOOR: PROVIDE 1 3/8" SOLID CORE DOOR OR EQUIV. 20 MIN. RATED FIRE RATED DOOR BETWEEN HOUSE AND GARAGE. DOOR TO BE EQUIPPED
WITH ASELF-CLOSING DEVICE. (R302.5.1)
02
LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" LOWER THAN
THE TOP OF THE THRESHOLD; 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. LANDING SLOPE IS 1/4:12.
(R311.3.1 & 311.3.2)
03
GARAGE WALL: SEPARATION FROM GARAGE AND RESIDENCE SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO GARAGE SIDE. A 5/8" TYPE "X" GWB OR
EQUIV. IS REQUIRED BETWEEN THE GARAGE AND HABITABLE SPACE ABOVE THE GARAGE. (R302.6 &TABLE 302.6)
04
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. (M1503)
06
GUARDS SHALL BE REQUIRED AT OPEN SIDED WALKING SURFACES, PORCHES, STAIRS, RAMPS, BALCONIES AND LANDINGS LOCATED MORE THAN 30"
ABOVE THE FLOOR OR GRADE BELOW. GUARD SHALL NOT BE LESS THAN 36" IN HEIGHT. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS SPACED SO
THAT A 4" SPHERE CANNOT PASS THROUGH. (R312)
07
STAIR TREADS AND RISERS (R311.7): MAX. RISER HEIGHT SHALL BE 7 3/4". RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE
ADJACENT TREADS. DIFFERENCE IN RISER HEIGHTS SHALL NOT EXCEED 3/8". THE MIN. TREAD DEPTH SHALL BE 10". DIFFERENCE IN TREAD DEPTH
SHALL NOT BE GREATER THAN 3/8". FIREBLOCK STAIRS PER IRC 302.11. ALL STAIRS TO BE PROVIDED WITH A LIGHT AND SWITCH AT TOP AND BOTTOM
OF STAIRS (R303.7). STAIR LANDINGS REQUIRED AT TOP AND BOTTOM (311.7.6)
08 EGRESS WINDOWS: OPENINGS ARE REQUIRED FOR ALL SLEEPING ROOMS AND BASEMENTS. BOTTOM OF CLEAR OPENING IS NOT TO EXCEED 44"
ABOVE FLOOR. OPENABLE AREA IS 5.7 SQ. FT. NET CLEAR MIN. EXCEPT 5.0 SQ. FT. IS ALLOWED FOR AN OPENING WITHIN 44" OF FINISHED GRADE.
(R310.1)
10
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)
11
TYPICAL EXTERIOR WALL: SIDING o/ INFILTRATION BARRIER o/ EXTERIOR SHEATHING PER STRUCTURAL PLANS o/ 2X6 STUDS @ 16" O.C. w/ R-21 BATT
INSULATION AND 1/2" MIN. GWB AT INSIDE FACE w/ P.V.A. PRIMER.
12
PILOTS, BURNERS, &SWITCHES TO BE 18" MIN. ABOVE FLOOR. ALL APPLIANCES TO BE U.L. RATED. DUCTS IN GARAGE AND THOSE PENETRATING THE
WALLS OR CEILINGS SEPARATING THE GARAGE FROM THE DWELLING SHALL BE 26 GA. SHEET STEEL AND SHALL HAVE NO OPENINGS IN THE GARAGE.
WATER HEATERS SHALL BE ANCHORED AGAINST MOVEMENT AND OVERTURNING IN ACCORDANCE WITH M1307.2. PROVIDE PRESSURE RELIEF LINE
PLUMBED TO OUTSIDE.
14
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.
18
CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS.
19
TEMP. GLASS DOOR
20
TEMP. GLASS WINDOW
24
FIBERGLASS TUB w/TILE SURROUND AND CURTAIN OR TEMP. GLASS DOOR PER BUILDER SPECIFCATIONS.
25
PANTRY SHELVING: PROVIDE (5) MELAMINE OR EQUIV. 16" DEEP SHELVES PER BUILDER SPECIFICATIONS.
27
1/2" GWB UNDER STAIRWAY IN ENCLOSED SPACES.
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CITY OF EDMONDS
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PRINT DATE 9/20/2020 2:33:16 PM
DOOR SCHEDULE - 2ND FLOOR
SYM. N0. WIDTH HEIGHT DOOR TYPE COMMENTS
2ND FLOOR
D9
2' - 6"
6' - 8"
SINGLE PANEL
D10
2' - 8"
6' - 8"
SINGLE PANEL
D11
2' - 8"
6' - 8"
SINGLE PANEL
D12
6' - 0"
8' - 0"
BI-PASS CLOSET DOOR
D13
2' - 6"
6' - 8"
SINGLE PANEL
D14
2' - 6"
6' - 8"
SINGLE PANEL
D15
6' - 0"
7' - 0"
DOUBLE GLASS (TEMP.)
TEMP. GLASS (U=0.30)
D16
2' - 6"
6' - 8"
SINGLE POCKET
D17
5' - 0"
6' - 8"
DOUBLE PANEL
WINDOW SCHEDULE - 2ND FLOOR
SYM. N0.
WIDTH
HEIGHT
AREA
WINDOW TYPE
U-VALUE
COMMENTS
2ND FLOOR
6
8' - 0"
4' - 0"
32 SF
DOUBLE SLIDER
0.30
7
2' - 6"
5' - 0"
13 SF
SINGLE HUNG
0.30
T .GLASS
8
2' - 6"
5' - 0"
13 SF
SINGLE HUNG
0.30
EMP. SS
9
2' - 6"
4' - 0"
10 SF
CASEMENT -SINGLE
0.30
EGRESS CASEMENT w/MIN. 90 DEG. FULL SWING
10
2' - 6"
4' - 0"
10 SF
CASEMENT -SINGLE
0.30
EGRESS CASEMENT w/MIN. 90 DEG. FULL SWING
11
2' - 6"
4' - 0"
10 SF
CASEMENT -SINGLE
0.30
EGRESS CASEMENT w/ MIN. 90 DEG. FULL SWING
12
3' - 0"
4' - 0"
12 SF
PICTURE (FIXED)
0.30
13
3' - 0"
4' - 0"
12 SF
PICTURE (FIXED)
0.30
14
3' - 0"
4' - 0"
12 SF
PICTURE (FIXED)
0.30
15
3' - 0"
4' - 0"
12 SF
SINGLE HUNG
0.30
TEMP. GLASS
Grand total 135 SF
KEYNOTE SCHELDULE
KEY VALUE TEXT
01
GARAGE DOOR: PROVIDE 1 3/8" SOLID CORE DOOR OR EQUIV. 20 MIN. RATED FIRE RATED DOOR BETWEEN HOUSE AND GARAGE. DOOR TO BE EQUIPPED
WITH ASELF-CLOSING DEVICE. (R302.5.1)
02
LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" LOWER THAN
THE TOP OF THE THRESHOLD; 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. LANDING SLOPE IS 1/4:12.
(R311.3.1 & 311.3.2)
03
GARAGE WALL: SEPARATION FROM GARAGE AND RESIDENCE SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO GARAGE SIDE. A 5/8" TYPE "X" GWB OR
EQUIV. IS REQUIRED BETWEEN THE GARAGE AND HABITABLE SPACE ABOVE THE GARAGE. (R302.6 &TABLE 302.6)
04
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. (M1503)
06
GUARDS SHALL BE REQUIRED AT OPEN SIDED WALKING SURFACES, PORCHES, STAIRS, RAMPS, BALCONIES AND LANDINGS LOCATED MORE THAN 30"
ABOVE THE FLOOR OR GRADE BELOW. GUARD SHALL NOT BE LESS THAN 36" IN HEIGHT. OPEN RAILS SHALL HAVE INTERMEDIATE RAILS SPACED SO
THAT A 4" SPHERE CANNOT PASS THROUGH. (R312)
07
STAIR TREADS AND RISERS (R311.7): MAX. RISER HEIGHT SHALL BE 7 3/4". RISER SHALL BE MEASURED VERTICALLY BETWEEN LEADING EDGES OF THE
ADJACENT TREADS. DIFFERENCE IN RISER HEIGHTS SHALL NOT EXCEED 3/8". THE MIN. TREAD DEPTH SHALL BE 10". DIFFERENCE IN TREAD DEPTH
SHALL NOT BE GREATER THAN 3/8". FIREBLOCK STAIRS PER IRC 302.11. ALL STAIRS TO BE PROVIDED WITH A LIGHT AND SWITCH AT TOP AND BOTTOM
OF STAIRS (R303.7). STAIR LANDINGS REQUIRED AT TOP AND BOTTOM (311.7.6)
08
EGRESS WINDOWS: OPENINGS ARE REQUIRED FOR ALL SLEEPING ROOMS AND BASEMENTS. BOTTOM OF CLEAR OPENING IS NOT TO EXCEED 44"
ABOVE FLOOR. OPENABLE AREA IS 5.7 SQ. FT. NET CLEAR MIN. EXCEPT 5.0 SQ. FT. IS ALLOWED FOR AN OPENING WITHIN 44" OF FINISHED GRADE.
(R310.1)
10
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)
11
TYPICAL EXTERIOR WALL: SIDING o/INFILTRATION BARRIER o/ EXTERIOR SHEATHING PER STRUCTURAL PLANS o/ 2X6 STUDS @ 16" O.C. w/ R-21 BATT
INSULATION AND 1/2" MIN. GWB AT INSIDE FACE w/ P.V.A. PRIMER.
12
PILOTS, BURNERS, &SWITCHES TO BE 18" MIN. ABOVE FLOOR. ALL APPLIANCES TO BE U.L. RATED. DUCTS IN GARAGE AND THOSE PENETRATING THE
WALLS OR CEILINGS SEPARATING THE GARAGE FROM THE DWELLING SHALL BE 26 GA. SHEET STEEL AND SHALL HAVE NO OPENINGS IN THE GARAGE.
WATER HEATERS SHALL BE ANCHORED AGAINST MOVEMENT AND OVERTURNING IN ACCORDANCE WITH M1307.2. PROVIDE PRESSURE RELIEF LINE
PLUMBED TO OUTSIDE.
14
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.
18
CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS.
19
TEMP. GLASS DOOR
20
TEMP. GLASS WINDOW
24
FIBERGLASS TUB w/TILE SURROUND AND CURTAIN OR TEMP. GLASS DOOR PER BUILDER SPECIFCATIONS.
25
PANTRY SHELVING: PROVIDE (5) MELAMINE OR EQUIV. 16" DEEP SHELVES PER BUILDER SPECIFICATIONS.
27
1/2" GWB UNDER STAIRWAY IN ENCLOSED SPACES.
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CITY OF EDMONDS
DEVELOPMENT SERVICES
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R-21 BATT INSULATION _ i 3/4" T&G PLY OR EQUIV. SUB -FLOOR ATTIC CONT. ALUM. GUTTER ON FASCIA
(HEATED AREAS ONLY) � GLUED &NAILED TO 2x6 BASE PLATE BOARD PER ELEVATIONS
CAULKING/ SEALANT BEAD � � 18"OPEN WEB FLOOR TRUSSES PER I %" GYPSUM WALL BOARD I �
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CITY OF EDMONDS
DEVELOPMENT SERVICES
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1 BUILDING SECTION
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Mar 09 2021
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PROJECT NO.
200305
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DESIGNED BY
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CHECKED BY
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SHEET:
PRINT DATE 9/2/2020 10:20 AM
1 BUILDING SECTION
A9/ SCALE: 1/2" = 1'-0"
RESUB
Mar 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
200305
TL
DESIGNED BY
DRAWN BY
TL & RM
CHECKED BY
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SHEET:
PRINT DATE 9/2/2020 10:20 AM
GENERAL NOTES WOOD
All design and construction shall conform to the requirements of the International Building Code
2015 Edition.
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.
DESIGN LOADS
LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 7
L = 40 PSF (Residential)
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
WIND LOADS: Wind loads are based on ASCE 7-10 Ch. 28 (Envelope Procedure) with the following
factors:
Exposure Category = B Iw = 1.0
Velocity (3 sec) =110 mph (ult) Kzt = 1.0
Design wind pressured for determining forces on components and cladding are determined in
accordance with ASCE 7-10 Chapter 30.
SEISMIC LOADS: Seismic loads are based on the Equivalent Lateral Force Procedure in ASCE 7-10
Section 12.8 with the following factors:
Risk Category = II Ss = 1.30
Site Class = D S1 = 0.500
Design Category = D SDS = 0.867
R = 6.5 (wood shear wall) SD1 = 0.500
Ie = 1.0 Cs = 0.133 (ult.)
HORIZONTAL EARTH LOADS: Horizontal soil loads used for design of retaining walls and
basement walls are based on assumed soil values typical of this region:
Active Pressure (Restrained) -55 pcf (EFP)
Active Pressure (Unrestrained) -35 pcf (EFP)
Passive Pressure -250 pcf (EFP)
Coefficient of friction -0.4
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 -solvable 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.
SAWN LUMBER: Structural sawn lumber shall be kiln dried and be of the species and grade noted
below or better:
Use Grade Fb si
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 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 7/16" 32/16 C-D INT APA with Exterior Glue (CDX)
Roof Shtg 15/32" 32/16 C-D INT APA with Exterior Glue (CDX)
Sub Floor Shtg 3/4" 48/24 T&G C-D INT APA 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:
Symbol Species Fb E
GLB 24F-V4 DF/DF 2400/1850 psi 1,800,000 psi
GLB 24F-V8 DF/DF 2400/2400 psi 1,800,000 psi
ENGINEERED COMPOSITE LUMBER: Engineered Composite Lumber shall be manufactured by
Trus-Joist, Boise Cascade or approved equal and shall have the following minimum strength (based
on 12" member depth):
Symbol Fb E
PSL 2900 psi 2,000,000 psi
LVL 2600 psi 2,000,000 psi
LSL 1700 psi 1,300,000 psi
Versa -Lam (1%4-2%") 2800 psi 2,000,000 psi
VersalLam (3%" &wider) 3100 psi 2,000,000 psi
PREMANUFACTURED OPEN WEB WOOD TRUSSES: Trusses shall be design by a Structural Engineer
licensed in the State of Washington, who is regularly engaged in the design of plate -connected
wood trusses. Truss design shall be accordance with IBC Section 2303.4.
Trusses shall be design for the following dead loads:
top chord bottom chord total
roof trusses 10 psf 5 psf 15 psf
floor trusses 12 psf 3 psf 15 psf
In addition to dead loads, the design shall include the live, wind, snow loads as identified in the
"Design Loads" section of these drawings, and the snow drift, sliding and unbalanced loads per
ASCE7 Chapter 7. The truss design shall include concentrated and axial loads shown on framing
plans and hanger schedules in these drawings.
Roof trusses shall be designed for wind net uplift of 10 psf unless otherwise noted on the drawings.
Floor trusses shall be design for maximum live load deflection = 1/2" and minimum live load
deflection ratio = L/480.
Trusses shall be fabricated by a manufacturer who is a member of the Truss Plate Institute. Trusses
shall be supplied with the proper hangers, end connections, bridging, bracing to provide lateral
stability of all truss members, and tie -down connections to beams and tops of walls. Trusses shall
be supplied with tapered hardwood shimming so that every chord bears on the full width of every
support, without notching the truss members. The truss manufacturer is responsible for ensuring
the bearing seat does not exceed the sill plate capacity of the supporting element.
RECOMMENDED INSPECTIONS
The following recommended minimum items shall be inspected by a qualified individual provided
by the Building Official:
-Footings bear on competent native soil per the "Foundations" section above
-Footing reinforcement
-Shear wall sill plate anchors and washers per schedule
-Shear wall nailing and shear clips per schedule
-Shear wall hold-downs
-YPICAL DETAILS
� addition to the details and schedules on the framing plans, those noted as "Typical" shall be
sed throughout the structure as applicable.
STRUCTURAL NOTES
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SHEAR WALL PER PLAN
PT SILL PLATE w/ANCHOR BOLTS AND
WASHERS PER SHEAR WALL PLAN AND
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FTG. DRAIN
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SEE 8/S1 AND 9/S1 FOR
FOUNDATIONS GREATER
THAN 4 FT
CONCRETE SLAB ON GRADE PER
PLAN. ELEVATION MAY VARY. SEE
ARCHITECTURAL FOR INSULATION
REQUIREMENTS WHERE
APPLICABLE.
#4 HORIZ. AT 18" o.c. AND (2) AT
TOP OF WALL
#4 VERT. DOWELS AT 18" o.c.
ALTERNATE HOOK AT BOTTOM
FOOTING PER PLAN
SINGLE REINFORCING
NOTES:
1. VERTICAL REINFORCING NOT
SHOWN FOR CLARITY
2. SEE STRUCTURAL NOTES FOR
CLEAR COVER
24"
#4 x 24"
MATCH HORIZ
REINF.
24"
#4 x 24"
MATCH HORIZ
REINF.
#4 x 24"
MATCH HORIZ
REINF.
DOUBLE REINFORCING
TYPICAL CONCRETE FOUNDATION � 1 � TYPICAL CONCRETE WALL AND FOOTING CORNER � 2
FLOOR BOUNDARY NAILING
2x8 PT SILL PLATE WITH 5/" DIA. x7"
SHEAR WALL PER PLAN. EMBED ANCHOR BOLTS AT 24" o.c.
MOISTURE BARRIER AT TRUSS ENDS
,, NOTCH TRUSS OVER LEDGER
TOP OF TRUSS r;
TOP OF CONCRETE
�.
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REINFORCING PER 9/S1 TOGETHER WITH 10d AT 4" o.c. TOP
AND BOTTOM.
DRAINAGE MATT FULL
HEIGHT OF WALL
2" CLR.
+1/4", -(
8" THICK CONCRETE WALL
JOISTS PERPENDICULAR TO WALL
PER 9/S1
GRADE PER PLAN
f4 VERT AT END OF WALL
f4 CONT. AT TOP OF WALL
CONCRETE FOUNDATION
WALL PER PLAN
(TYPICAL REINFORCING
NOT SHOWN FOR CLARITY
TYPICAL CONCRETE WALL STEP I 1 O
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TOP OF TRUSS ri
TOP OF CONCRETE
VERTICAL AND
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REINFORCING PER 9/S1
DRAINAGE MATT FULL
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9/S1
FLOOR BOUNDARY NAILING
2x8 PT SILL PLATE WITH %" DIA. x7"
EMBED ANCHOR BOLTS AT 24" o.c.
10d AT 4" o.c. TO BLOCKING
� FLOOR TRUSSES PER PLAN
2x FLAT BLOCKING AT 24" o.c.
8" THICK CONCRETE WALL
(3) #4 VERT.
DOWELS
FOOTING PER
PLAN
TYPICAL EXTERIOR ISOLATED FOOTING � $
CANTILEVERED RETAINING WALL SCHEDULE
BACKFILL
HEIGHT
"HEEL"
"TOE"
"FTG DEPTH"
VERT. REINF.
TRANS. REINF.
LAP
3'-0" MAX
SEE TYPICAL FOUNDATION SECTION
4'-0" MAX
12"
12"
10"
#4 @ 18" o.c.
NA
20"
5'-0" MAX
16"
14"
10"
#4 @ 18" o.c.
#4 @ 36" o.c.
20"
6'-0" MAX
22"
14"
10"
#4 @ 15" o.c.
#4 @ 30" o.c.
24"
7'-0" MAX
30"
14"
10"
#4 @ 12" o.c.
#5 @ 18" o.c.
24"
8'-0" MAX
42"
14"
12"
#5 @ 12" o.c.
#5 @ 18" o.c.
30"
9'-0" MAX
54"
14"
12"
#5 @ 10" o.c.
#5 @ 15" o.c.
36"
10'-0" MA
66"
14"
13"
#6 @ 10" o.c.
#5 @ 12" o.c.
36"
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HOOK.
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TDAAIC orini� _ `I � SLAB ON GRADE PER PLAN
a �'
JOISTS PARALLEL TO WALL
SLAB ON GRADE PER PLAN
FULL HEIGHT RETAINING WALLS � $
"' v FOOTING�PER�PLAN
THICKENED SLAB FOOTING AT POST I 1 1
CANTILEVERED RETAINING WALLS 9
HOLD-DOWN ANCHOR SCHEDULE
HOLD-DOWN
ANCHOR IN CONC.
STEM WALL
ANCHOR IN
THICKENED SLAB
FLOOR TO FLOOR
ANCHOR 1
HDU4
SB % x 24
PABS x 6" EMBED
%$" DIA.
HDUS
SB % x 24
PABS x 6" EMBED
%$" DIA.
HDU8
SB % x 24
PAB7 x 8�" EMBED
%$" DIA.
HDU11
SB 1 x 30
PAB8 x 10" EMBED
1" DIA.
HDU14
SB 1 x 30
PAB8 x 10" EMBED
1" DIA.
NOTES:
1. F1554 THREADED
ROD
2. EPDXY ANCHORS
SHALL ONLY BE USED
WHERE INDICATED
ON THE FOUNDATION
PLAN
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ANCHOR TYPE
HOLD-DOWN PER
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MATCH POST SIZI
-ANCHOR PER
SCHEDULE
ADD #4 x 48"
AT EACH ANCH
RESUB
Mar 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
HDU ANCHOR SCHEDULE I 1 Z'
Ross
Engineering
Desig n
Inc
ryan. ross@rossengineer.com
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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FILE/ NO.
20058
DESIGNED BY
RR
DRAWN BY
RR
CHECKED BY
RR
SHEET:
PRINT DATE 9 / 1 / 2020
FOUNDATION NOTES
• VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING
ANY WORK.
• GENERAL CONTRACTOR AND/OR FOUNDATION CONTRACTOR SHALL VERIFY
THE LOCATION OF ANCHOR BOLTS AND HOEDOWNS PRIOR TO POURING
CONCRETE.
• ALL FOOTING SHALL BEAR 18" BELOW UNDISTURBED NATURAL SOIL.
FINISHED GRADE SHALL BE NO LESS THAN 12" ABOVE BOTTOM OF
FOOTINGS.
• TOP OF FOOTING SHALL BE LEVEL. BOTTOM SURFACE OF FOOTING SHALL
NOT SLOPE MORE THAN 10%. STEP FOOTING AS NECESSARY TO MAINTAIN
MIN. DEPTH OF FOOTING BELOW FINISHED GRADE.
• FOUNDATION WALL SHALL EXTEND MINIMUM 6" ABOVE FINISHED GRADE.
• ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED.
• UNLESS NOTED OTHERWISE OR IN SHEAR WALL SCHEDULE, ALL ANCHOR
BOLTS SHALL BE%" dia. x 10" AND EXTEND MINIMUM 7" INTO CONCRETE
WITH MINIMUM SPACING OF 48" ON CENTER. EACH ANCHOR BOLT SHALL
HAVE A 3"x3"x.229" GALVANIZED WASHER.
• SEE SHEARWALL &HOEDOWN SCHEDULES FOR SIZE AND PLACEMENT.
• CRAWLSPACE ACCESS SHALL BE A MIN. OF 18"x24". OPENINGS THROUGH A
PERIMETER WALL SHALL BE NOT LESS THAN 16"x24". (R408.4)
• PROVIDE A 6 MIL. BLACK VAPOR BARRIER OVER ALL CRAWLSPACE AREAS.
(R406.3.2)
• PROVIDE 2" SAND OVER 6 MIL BLACK VAPOR BARRIER OVER 4" COMPACTED
GRANULAR FILL UNDER ALL CONCRETE SLABS.
• PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT
CONNECTIONS ARE IN PLACE.
• ALL ISOLATED SPREAD FOOTING TO BE 24"x24"x8" REINFORCE FOOTINGS
WITH (2) #4 BARS EACH WAY UNLESS NOTED OTHERWISE IN PLAN.
• FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES
AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM TOP OF
FOOTING TO FINISHED GRADE. (R406.1)
• SEE SIMPSON RECOMMENDATIONS FOR HOLD DOWN PLACEMENT.
COORDINATE LOCATIONS WITH DOOR &WINDOW ROUGH FRAMING TO
PROVIDE ACCURATE DIMENSION FOR OPENINGS.
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16'-0" 18'-0"
14'-0"
4' IO"
52'-0"
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NOTE !
ALL FOUNDATION WALLS
TO BE 8" UNLESS CALLED OUT
OTHERWISE.
LEGEND
STEM WALL
�- FOOTING
CONCRETE SLAB
CONCRETE FOOTING SCHEDULE
SYM.
FOOTING SIZE
RE -BAR
PLACEMENT
F—Ol
*16"x8" CON'T.
(2) #4 CON'T.
F-02
16"x12" CON'T.
(2) #4 CON'T.
F-03
*24"x24"x8"
(2) #4 EA. WY.
F-04
24"x24"x12"
(2) #4 EA. WY.
F-05
40"x40"x12"
(4) #4 EA. WY.
F-06
*44"x44"x8"
(4) #4 EA. WY.
F-07
*44"x44"x12"
(4) #4 EA. WY.
F-08
*48"x30"x8"
(4) #4 EA. WY.
F-09
SEE 9/S1
F-10
*16 x12" THICK
CONT.
(2) #4 CON'T. TOP
AND BOTTOM
NOTE:
*EXTERIOR FOOTINGS SHALL BE MIN.
18" BELOW GRADE AND REST ON
BEARING SOIL.
FOUNDATION PLAN
SCALE: 1 /4" = 1'-0"
RESUB
Mar 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Ross
Engineering
Design
Inc
ryan. ross@rosseng i neer.com
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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DRAWN BY RM
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SHEET:
PRINT DATE 9/2/2020 10:20 AM
EXTERIOR WALLS
NOT MARKED SHALL BE
SW1
HOLDDOWNS CALLED OUT
ARE LOCATED AT BASE OF
SHEAR WALLS.
SEE SHEET S1 FOR HDU HOLD-DOWN
ANCHOR SCHEDULE AND S5 FOR
SHEAR WALL SCHEDULE
_________r,
L_________-J
2ND FLOOR SHEARWALLS
SCALE: 1/8" = 1'-0"
A B C D E F G
I I I I I I I
I I I I I I I
I I I I I I I
,,_d„ LOWER ROOF VENT CALCULATIONS
ROOF AREA
293 SQ FT
REQUIRED ROOF VENTILATION
AREA I 300 0.98 SO FT
40-50% IN UPPER &LOWER ROOF
ROOF VENT AREA / 2 0.49 SO FT
BLOCKS IN EAVES
BLOCKS =AREA/ 0.074 7
ROOF VENTS IN UPPER 40-50
OPTION 1:
AF50 ROOF JACK= AREA/ 0.333 2
OPTION 2: (ridge vent)
CORAVENT V300 =AREA/ 0.094 5.2 FEET
NOTE !
ALL FLOOR FRAMING JOISTS TO BE 18"
OPEN WEB TRUSSES
TO FLOOR TRUSS MANUFACTURER:
DESIGNED FOR MIN. L/480 AND MAX.
1/2" DEFLECTION.
+ NOTE !
P.L. INDICATES:
POINT LOAD ABOVE SOLID BLOCKING
REQUIRED IN FLOOR FRAMING
HEADER NOTE !
HEADERS NOT CALLED
OUT IN PLAN SHALL BE:
A 0'�
\�� BM-01 Q/
LEGEND
i �_ Q ROOF TRUSSES
I •I U
4 -- -- - I T-------- —�—a— — -- —-------_— t� - - - - �- - - - -- - P.L. --- - -- - - - -- � ---- i I- - - - --- ---------- WALLS UNDER
r----°--
.° i ��� � �Q . BN4-09 Qi � i WALLS/ FIXTURES OVER
I .i I � �� I I I i � I
I ra, i � H i � HEADERS &BEAMS
i FLOOR PERIMETER
° �•i FLOOR TRUSSES
I
:_________, �__ __ � i i STAIR STRINGERS
� �°� ; I I I I I I
LOWER ROOF LINES
I I I I �I I
sTyo�A 4, �a1 I I I I
EXTEND INSIDE FACE �. � ; SEE ROOF FRAMING PLAN
SHEATHINGTHRU i � � � � � ' 2ND FLOOR FRAMING
CORNER. NOTCH AT i
TOP AND BOTTOM p1� i i
PLATES s�� � I I I I I I
SCALE: 1/4" = 1'-0"
I I I � I I FLOOR TRUSS NOTE:
1. i
i I I I I I THIS LAYOUT IS FOR SCHEMATIC PURPOSES ONLY.
--------; � '�i I I I I I I REFER TO TRUSS FRAMING PLANS PER MANUFACTURER
' �--------- ; cn
�-----, �-----, �___________� � �----------- ,�° i I I I I � I I AND PREPARED BY A LICENSED TRUSS ENGINEER.
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I I i i I �i, I I I
MAIN FLOOR SH EARWALLS ' � ------ -, _ ' �---------J � � � RESUB
1---------------�-------------------------------------------�------------------------------------------------�-=---=-L-----_-�--_----��----- �=�_---�--------I--------------
SCALE: 1 /8" = 1'-0" I I I I I I I Mar 09 2021
DEVELOPMENT SERVICES
CITY OF EDMONDS
DEPARTMENT
Ross
Engineering
Design
Inc
ryan. ross@rossengineer.com
9/
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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200305
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CHECKED BY
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SHEET:
PRINT DATE 9/2/2020 10:20 AM
ROOF PLAN NOTES
• SEE DESIGN LOADS AND/OR STRUCTURAL NOTES FOR
GROUND AND ROOF SNOW LOADS.
• FOR MANUFACTUREDED TRUSS ROOFS: ROOF PLAN IS FOR
SCHEMATIC PURPOSES ONLY. ACTUAL ROOF PLAN TO BE
DESIGNED AND ENGINEERED BY A LICENSED TRUSS
ENGINEER. RAFTER FRAMING PER PLAN.
• TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY THE
TRUSS MANUFACTURER PRIOR TO CONSTRUCTION.
• SHADED AREAS INDICATE OVER -FRAMING.
• LOCATE DOWNSPOUTS PER SITE CONDITIONS AND PER
GENERAL CONTRACTOR.
• INSTALLATION OF ALL ROOFING AND WALL FLASHING
SHALL BE TO INDUSTRY STANDARDS AND INCOMPLIANCE
WITH CURRENT CODES.
• PROVIDE CONTINUOUS ALUMINUM GUTTERS ON FASCIA AS
SPECIFIED IN DETAILS.
• SKYLIGHT SIZES, IF ANY, ARE APPROXIMATE. CONTRACTOR
TO VERIFY ACTUAL ROUGH OPENING SIZE PER
MANUFACTURER SPECIFICATIONS.
• PROVIDE SOLID BLOCKING OVER ALL SUPPORTS.
• PROVIDE MIN. 22"x30" ATTIC ACCESS WITH APPROVED
WEATHERSTRIPPING. IF ACCESS IS IN A GARAGE, A SELF
CLOSING MECHANISM MUST BE INCORPORATED.
• 16d @ 8"o.c. END TRUSS TO TOP PLATES. (TYPICAL AT ALL
GABLE ENDS)
• ATTICS WHERE THE MAX. CLEAR HEIGHT BETWEEN JOIST
AND RAFTERS IS MORE THAN 42", OR WHERE THERE ARE
TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB
CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE
42" HIGH BY 24" WIDE OR GREATER, MUST BE CONSIDERED
ATTIC WITH LIMITED STORAGE.
• ATTIC SPACE SERVED BY A FIXED STAIR SHALL BE
DESIGNED TO SUPPORT THE MIN. LIVE LOAD FOR SLEEPING
ROOMS.
ATTIC VENTILATION CALCULATIONS
--
ATTIC VENTILATION (R806.1 & 806.2)
PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 150 SQ. FT. OF
ATTIC AREA.
EXCEPTION:
PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 300 SQ. FT. OF
ATTIC SPACE WHEN NOT LESS THAN 40%AND NOT MORE THAN 50%
OF THE REQUIRED VENTILATION AREA IS PROVIDED BY
VENTILATORS LOCATED WITHIN THE UPPER PORTION OF THE ATTIC
OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT
MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE
SPACED MEASURED VERTICALLY WITH THE BALANCE OF THE
REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.
WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS
CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS,
INSTALLATION OF MORE THAN 3 FEET BELOW THE RIDGE OR
HIGHEST POINT OF THE SPACE SHALL BE PERMITTED.
UPPER ROOF VENT CALCULATIONS
ROOF AREA
2039 SQ FT
REQUIRED ROOF VENTILATION
AREA/ 300
6.80 SQ FT
40-50% IN UPPER &LOWER ROOF
ROOF VENT AR EA/ 2
3.40 SQ FT
VENT BLOCKS IN EAVES
BLOCKS =AREA/ 0.074
46
ROOF VENTS IN UPPER 40-50
OPTION 1:
AF50 ROOF JACK= AREA/ 0.333
11
OPTION 2: (ridge vent)
CORAVENT V300 =AREA/ 0.094
36.2 FEET
A B C D E F G
HEADER NOTE !
HEADERS NOT CALLED
OUT IN PLAN SHALL BE:
A �'�
\�� BM-01 Q�
LEGEN D
TRUSSES
RAFTERS
OVER FRAMING
_�11111_ GARAGE WALLS UNDER
________ WALLS UNDER
HEADERS &BEAMS
ROOF LINES
LOWER ROOF LINES
ROOF PLAN
SCALE: 1 /4" = 1'-0"
FOR SCHEMATIC PURPOSES ONLY.
REFER TO TRUSS FRAMING PLANS PER MANUFACTURER
AND PREPARED BY A LICENSED TRUSS ENGINEER.
RESUB
Mar 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Ross
Engineering
Design
Inc
ryan. ross@rosseng i neer.com
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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PROJECT NO. 200305
DESIGNED BY RR
DRAWN BY RM
CHECKED BY RR
SHEET:
PRINT DATE 9/2/2020 10:21 AM
TYPICAL SHEAR WALL SCHEDULE
NUMBER OF
SHEAR WALL
STUD/BLKG.
SILL PLATE /SOLE PLATE
FRAMING
ANCHOR TO
NAIL/SCREW
SHEATHED
EDGE 1
AT ADJOINING
67
SYMBOL
SHEATHING
SIDES
NAILING
PANEL EDGES s
SIZE
CONCRETE s
TO RIM JOIST
SHEAR CLIPS
SWl
1
8d @ 6" OC
2x
2x
5/8" DIA. AB
3"x.131" NAIL
3"x.131" TOENAIL
@48"OC
@6"OC
@6"OC
SW2
1
8d @ 6" OC
2x
2x
5/8" DIA. AB
16d BOX NAIL
LTP4 @ 24" OC
SEE
@ 48" OC
@ 6' OC
SW3
STRUCT
1
8d @ 4" OC
2x
2x
5/8" DIA. AB
16d BOX NAIL
LTP4 @ 18" OC
NOTES
@ 32" OC
@ 4' OC
SW4
1
8d @ 3" OCz
3x OR DBL. 2x4
2x
5/8" DIA. AB
16d BOX NAIL
LTP4 @ 14" OC
@ 24" OC
@ 3' OC
SW5
1
8d @ 2" OCZ
3x OR DBL. 2x4
2x
5/8" DIA. AB
16d BOX NAIL
LTP4 @ 10" OC
@ 18" OC
@ 2.5" OC
SW6
2
8d @ 3" OCZ
3x OR DBL. 2x4
3x
5/8" DIA. AB
SDS25600
LTP4 @ 14" OC
@ 18" OC
@ 5" o.c.
EA. FACE
SHEAR WALL SCHEDULE NOTES
1. NAILS SHALL BE COMMON OR GALVANIZED BOX UNLESS NOTED OTHERWISE.
2. WHERE NAIL SPACING IS LESS THAN 4"oc, STAGGER NAILS %2".
3. ALIGN ALL VERTICAL ADJOINING PANEL EDGES WITH STUD PER SCHEDULE. PROVIDE BLOCKING PER SCHEDULE AT ALL
HORIZONTAL ADJOINING PANEL EDGES.
4. 3x FRAMING MAY BE SUBSTITUTED WITH (2)2x NAILED TOGETHER W/ 16d NAILS MATCHING EDGE NAIL SPACING.
STAGGER PER NOTE #2
5. AT SW1 PROVIDE STANDARD CUT WASHERS AT ALL SILL BOLTS. AT SW2 AND HIGHER PROVIDE 3"x3"x.223" STEEL PLATE
WASHERS. LOCATE EDGE OF WASHER WITHIN %" OF EDGE OF SHEATHED SIDE OF SILL PLATE. HOLE IN WASHER MAY BE
DIAGONALLY SLOTTED 1.75" MAX.
6. ENSURE ONE CLIP EACH END OF SHEAR WALL AT EACH REQUIRED FACE OF SHEATHING.
7. SHEAR CLIPS ARE REQUIRED ONLY AS INDICATED IN THE SECTIONS.
8. SEE DETAIL (TOP FAR RIGHT) FOR TYPICAL TOENAIL
9. SEE DETAIL (BOTTOM FAR RIGHT) FOR BLOCKING AND SHEAR CLIP REQUIREMENTS AT DOUBLE SIDED SHEAR WALL
CRIPPLE STUDS AT
16" O.C. WHERE APPLICABLE
TOP PLATES
NAIL STUD TO HEADER
W/ (8) 16d
STUDS) PER PLAN
FULL HEIGHT
TO TOP PLATES
TRIM STUDS (TRIMMERS)
PER POST PLAN
FLOOR BOUNDARY NAILING
1.5"x18" BOISE CASCADE
VERSALAM (OR EQUIVALENT)
CONT. BLOCKING
SHEAR WALL SHEAR CLIPS
EDGE NAILING
SHEAR WALL PER PLAN
(SHEATHING MAY BE
OPPOSITE FACE)
BEAM PER PLAN
SOLID BLKG MATCH
WIDTH OF BEAM/GIRDER
r'�."'�'_"�
TYPICAL HEADER DETAIL 6
TARING
SECTION � 1 1
USSES PER
SECTION 16
SOX
SHEAR CLIPS PER SHEAR WALL
SCHEDULE WHERE APPLICABLE TYP.
SQUASH BLOCKS IN RIM JOISTS AT
ALL POSTS AND HOLD-DOWNS, ALL
LEVELS. SEE TYPICAL POST BLKG.
DETAI L TYP.
ANCHOR TYPE HOLD-DOWN W/
ANCHOR ROD PER HOLD-DOWN
SCHEDULE TYP.
8d AT 12" o.c. NAILING AT ALL
INTERMEDIATE SUPPORTS
PANEL EDGE NAILING TYP.
SILL/SOLE PLATE W/
ANCHORS PER SCHED. TYP.
ANCHOR TYPE HOLD-DOWN
PER PLAN WHERE APPLICABLE.
SEE SCHEDULE FOR ANCHOR
ROD TYP.
NOTES:
1. USE THIS DETAIL AT ALL LOCATIONS WHERE
BEAM WIDTH EXCEEDS 3%2" AND/OR BEAM
BOTTOM BEARING IS BELOW DOUBLE TOP
PLATES.
2. EXTEND BEAMS FOR 5-1/2" BEARING ON 2x6
WALLS, 3-1/2" BEARING ON 2x4 WALLS.
FLO
�� SHEAR WALL
SW_ ID �O
HOLD-DOWN ID
SHEAR WALL KEY
III III III III III III I
- - -I r - - iT - - - - -•IT - - �. - -
I.I I.I I I I•I I•I I
� II I II ll
II -- I� ---__ r_-- --r_ �
I I I I I'I I•I I'I I
II II II II II I
I I I I.I I
I II II
I II II I
I P� _ I I I'I I I I
SEGMENTAL SHEAR WALL
SON CS16 WITH (20)
O DBL. TOP PLATE
D AT EACH SIDE.
Jl AS NEEDED.
�,,f PER PLAN
TYPICAL PLATE STRAP AT BEAMS � 7
1.5"x18" BOISE CASCADE
ROOF BOUNDARY NAILING � � VERSALAM (OR EQUIVALENT)
CONT. BLOCKING
SHEAR WALL SHEAR �
CLIPS
FLOOR TRUSS
PER PLAN -BOTTOM BEARING
EDGE NAILING
SHEARWALL PER PLAN
SECTION � 12
AM PER PLAN
PER PLAN
�.,.� „�AM PER PLAN
SECTION 17
J
BLKG PER SCHED AT HORIZ.
''
PANEL JOINTS w/EDGE
TYPICAL TOENAIL
NAILING BOTH SIDES OF
JOINT TYP.
BOUNDARY NAILING PER
DIAPHRAGM SCHEDULE TO
RIM JOISTAND BLOCKING
LOCATE VERTICAL PANEL
JOINT ON STUD w/ EDGE
NAILING BOTH SIDES OF
JOINT
CONT RIM JOIST
MIN (2) STUDS AT EACH
HOLD-DOWN UNLESS
SHEAR CLIP PER
NOTED OTHERWISE PER
SCHED. EACH FACE
FLOOR FRAMING
PLAN OR POST
DOUBLE SIDED
SOLID BLKG. BETWEEN
SCHEDULE TYP.
SHEAR WALL PER
JOIST BLKG
PLAN
STRAP TYPE HOLD-DOWN
PER PLAN TYP.
_.._ _ _ _. __ _ _
_.._.
_ ___ __ _.
SHEAR WALL SCHEDULE AND NAILING DETAIL 13
II II II
I I ROOF TRUSSES/ —�! I I I
I I RAFTERS BELOW I I _ _ _ _ _ _ _ _ _ I I
I I �� tN
I I I I
2x6 BLOCK BETWEEN ROOF �~ _ _ _ _ _ �r
TRUSSES BELOW W/ (2) 16d I I I I
EA END I I � � I I
I I I I i/ \ I
2x6 PLATE W/ I I � � � � I
(2) 16d INTO EA ROOF I l i � I I
TRUSS BELOW I�I� � \ I I
I I
I I
I I I I��
2x4 RAFTEfjS �a 24"o.c.
POST DOV�NITO ROOF � / I I o I I \ �
TRUSS BELOV� AIT 24" o.c. � � I I a I I �
II � II m II �
I I �� I � I I ��
I I i I I � I I �
I I �� I I � I I
I I / I I `� I I
I I � I I I I
I I i� I I I I
I r' I I I I
i
,� I I I I I I
i II II II
TYPICAL ROOF OVERFRAMING � $
CONT. RIPPED 2x
16d TOENAIL AT 8" o.c.
I I
I I
I I
I I
I I
I I
IIF I
I X
FLOOR FRAMING BOTH
SIDES OF GLULAM BEAM
WHERE APPLICABLE
CONCRETE WALL
PER PLAN
i AT 24" o.c.
JR
LAN
SECTION � 1S
SECTION 18
DIAPHRAGM NAILING SCHEDULE
NAIL SPACING
NAIL SPACING AT
AT BOUNDARIES
INTERMEDIATE
NAIL SPACING
BLKG
SIZE OF
AND "OTHER"
FRAMING
AT BLOCKED
LOCATION
SHEATHING
REQD
NAIL
PANEL EDGES
MEMBERS
PANEL JOINTS
ROOF
SEE STRUCT
NOTES
NO
lOd
6" OC
12" OC
6" OC
SUB-FLR
NO
lOd &GLUE
6" OC
12" OC
6" OC
DIAPHRAGM NOTES
1. ALL DIAPHRAGM SHEATHING IS TO BE STAGGERED IN THE DIRECTION OF THE PLYWOOD SPAN PER
DIAPHRAGM DETAIL
2. PROVIDE BOUNDARY NAILING CONTINUOUS AROUND THE ENTIRE PERIMETER OF THE DIAPHRAGM
3. NAILS SHALL BE COMMON OR GALVANIZED BOX
4. ALL FRAMING MEMBERS SHALL BE 2x MINIMUM NOMINAL WIDTH
BLOCKED DIAPHRAGM TYPICAL CONTINUOUS
WHERE INDICATED PANEL JOINT
-.I� �i, � � it ��:
rl li � � I, IJ tl IJ � I: rl
BOUNDARY �I 11 n � �r w n IJ �f �
NAILING 11 li :C li 11 11 TOP PLATE
II �I: IJ Il II .l' II IJ
BLOCKED CONTINUOUS �I dl� IJ
PANEL JOINT Ij Ij Ij "OTHER" PANEL
li li ��, U N U ]I: li EDGE NAILING
INTERMEDIATE JOIST/TRUSS
NAILING
DIAPHRAGM DETAIL
TYPICAL DIAPHRAGM NAILING 4
SHEARWALL PER PLAN
PRESSURE TREATED SILL PLATE
EDGE NAILING PER PER SHEARWALL SCHED
SHEARWALL SCHED ANCHOR EMBED = 7" MIN.
TO SILL PLATE
SLAB -ON -GRADE
#4 x48" AT 24" o.c. AT PER PLAN
MID -DEPTH OF SLAB
4
� THICKENED SLAB
r" u FOOTING PER PLAN
THICKENED SLAB FOOTING AT SHEAR WALL � 9
SOLE PLATE NAIL
oc
in
ri
oc
w
CONCRETE
PER
(4) #5 DO
WITH HO(
BO-
BEAM PER PLAN
FLOOR BOUNDARY NAILING
PER DIAPHRAGM SCHED
aN
)OR TRUSS PER PLAN
JP BEARING
SECTION � 14
HJt
'IER
AR
5"
.,.,, ,,.� , �R PLAN
TOP Pl
/off �u..n � �� a ni n n r r n ri i rir.r
NOTES:
SEE STRUCTURAL NOTES FOR TYPICAL TOP
PLATE NAILING NOT SHOWN
TYPICAL TOP PLATE SPLICE I rj
STRAP TO HEADER BOTH SIDES
OF SHEAR WALL AT'SIM'
I NAIL STUD TO HDR. PER
I TYP. HEADER DETAIL
I
I 24" MIN TYP
I
I
2x I HEADER PER PLAN
BLOCKING I
AT STRAP I
o I CS16 x48" STRAP
p I
w I
z I
QLL I
o � J I
��3
Q a w I
x x ac
a I
��z
o Q � POST PER PLAN
LL
� aN-I ()
O I
w � � I
� _ I
6" MIN °�
�o������oQc
4
HOLD-DOWN PER PLAN
ANCHOR BOLTS AND SILL
PATE PER SHEAR WALL
SCHEDULE AND 1/S1
(3 BOLTS MINIMUM)
1 1/2" #3 HORIZ TIES @
TYP 8" o.c. & (2) AT
TOP
0
SECTION
— #4 VERT. EA. END OF STEM
WALL AND @ 12"o.c.
HOOK INTO FOOTING
-FOOTING PER PLAN
SHEAR WALL AT GARAGE DOOR � 1j
RESUB
Mar 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
'x12"
NCRETE PIER
POST PER PLAN
SECTION 20
Ross
Engineering
Desig n
Inc
ryan. ross@rossengineer.com
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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FILE/ NO.
20058
DESIGNED BY
RR
DRAWN BY
RR
CHECKED BY
RR
SHEET:
PRINT DATE 9 / 1 / 2020
ROOF BOUNDARY
ROOF SHEATHING PER
NAILING
STRUCTURAL NOTES
ROOF RAFTERS PER PLAN
ROOF BOUNDARY NAILING
�
ROOF BOUNDARY NAILING
ROOF SHEATHING PER
_
_°
STRUCTURAL NOTES
ROOF BOUNDARY NAILING
ROOF BOUNDARY NAILING
EDGE NAILING
CONT. 2x BLKG WITH VENTING PER
TYP ROOF
ARCHITECTURAL. SEE 2/S5 FOR
SHEATH TRUSS PER �
TRUSS
CONT.2x SHAPED BLKG
ALTERNATE AT RAISED TRUSS
2x BLOCKING PANELS PROVIDED
SHEAR WALL SW1
HEELS.
BY TRUSS MANUFACTURER
EDGE NAILING
SHEAR WALL SHEAR CLIPS
ROOF TRUSSES PER PLAN
SHEAR WALL SHEAR
ROOF RAFTERS PER
CLIPS
TRUSS AND GABLE WALL
PLAN
BRACING PER TRUSS
SHEAR WALL
H1 CLIP EACH TRUSS
MANUFACTURER
SHEAR CLIPS
H1 EACH RAFTER
EDGE NAILING
SHEAR WALL SHEAR CLIPS
2x BLOCKING AT 48" o.c.
EDGE NAILING
2x6 STUDS AT 16" o.c.
ROOF TRUSSES PER PLAN
EDGE NAILING
EDGE NAILING
SHEAR WALL PER PLAN
TYP
2x6 STUDS AT 16" o.c.
SHEAR WALL PER PLAN TYP
EDGE NAILING H1 CLIP EACH TRUSS
TYP
SHEAR WALL PER PLAN �/
SHEAR WALL PER PLAN
ROOF TRUSS PERPENDICULAR TO SHEAR WALL
1
OPTIONAL RAISED TRUSS HEEL
2
ROOF TRUSS PARALLEL TO SHEAR WALL
3
RAFTER PERPENDICULAR TO SHEAR WALL
4
RAFTER PARALLEL TO SHEAR WALL
cj
ROOF SHEATHING PER
10d AT 6" o.c.
ROOF BOUNDARY NAILING
STRUCTURAL NOTES
10d AT 6" o.c.
2x CONT. BLOCKING
ROOF BOUNDARY NAILING
TRUSS BLOCKING DESIGN
FOR 300 PLF SHEAR LRFD
2x CONT. BLOCKING
2x BLOCKING PANELS PROVIDED
BY TRUSS MANUFACTURER
10d AT 6" o.c.
16d AT 6" o.c.
16d TOENAIL AT 6" o.c.
2x CONT. BLOCKING
ROOF TRUSSES PER PLAN
SHEAR WALL SHEAR CLIPS
16d TOENAIL AT 6" o.c.
ROOF TRUSSES PER PLAN
H1 EACH TRUSS
\ �
16d TOENAIL AT 6" o.c.
ROOF TRUSSES PER PLAN
EDGE NAILING � � MONO TRUSSES PER PLAN
H1 CLIP EACH TRUSS
ROOF TRUSSES PER PLAN
x
� �
i �
BEAM PER PLAN
RAFTERS PER PLAN
STUD WALL OR HEADER PER
BEAM PER PLAN
RAFTERS PER PLAN
PLAN
FULL HEIGHT SHEAR WALL PER PLAN
SECTION
6
TRUSS TO BEAM
7
SECTION
$
SECTION
9
ROOF SLOPES MAY BEAM PER PLAN
VARY PER
ARCHITECTURAL
PONY WALL 2x STUDS ROOF BOUNDARY
i AT 16" o.c. � NAILING
SOLE PLATE NAILING
(2) 16d TYP
TOP PLATES
FLOOR BOUNDARY NAILING
OVERFRAMING � y y
ROOF
PER PLAN � I
RAFTERS
(2) ROWS 16d @ 3" o.c.
� I
PER PLAN
2x RIPPED BLOCKING AT 24" o.c.
TYP
I
SHIM EACH FACE
I I
I
SHEATH PONY WALL
EDGE NAILING
AS NEEDED
I
I I
PER SHEAR WALL SW1
I I
I I
CONT. RIPPED 2x
I I
16d TOENAIL AT 8" o.c.
SHAPED SOLE PLATE WITH
SOLE PLATE NAILING PER
SHEAR WALL SCHEDULE
�
d
ROOF BOUNDARY
NAILING
TYPICAL FLOOR
ROOF TRUSSES
SHEAR WALL SHEAR
TRUSS PER PLAN
CLIPS
POST PER PLAN FULL HEIGHT STUD
EACH SIDE OF POST.
H1 CLIP EACH TRUSS
ATTACH WITH 16d
GLULAM BEAM PER PLAN
AT 12" o.c.
SHEAR WALL PER PLAN
11
12
RIDGE BEAM TO POST
13
SECTION
14
SECTION
15
RESUB
Mar 09 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
16
17
18
19
20
Ross
Engineering
Desig n
Inc
ryan. ross@rossengineer.com
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING DESIGN
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FILE/ NO.
20058
DESIGNED BY
RR
DRAWN BY
RR
CHECKED BY
RR
SHEET:
PRINT DATE 9 / 1 / 2020