APPROVED PLN BLD BLD2020-0965+Architectural_Plan+12.23.2020_10.29.29_AM+1961201GENERAL NOTES
AREA CALCULATIONS
GENERAL REQUIREMENTS
ALL WORK SHALL COMPLY WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN),
HEATED AREAS SQUARE FOOTAGE
t
INTERNATIONAL RESIDENTIAL CODE (ORDINANCE), MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE,
INTERNATIONAL MECHANICAL CODE, NATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY STATE
2ND FLOOR 1532:
AND LOCAL AMENDMENTS, AND ANY APPLICABLE LAND USE CODE.
MAIN FLOOR 2952
THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO
CONSTRUCT A WEATHER TIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND
TOTAL 4484
WATERPROOFING DETAILS AND CONSTRUCTION OF THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE
j
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
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
GARAGE 982
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
COVERED FRONT PORCH 220
WATERPROOFING DETAILS ARE BUILT CORRECTLY AND MEET OWNER/BUILDER'S APPROVAL BEFORE BEING
COVERED REAR PATIO 332
_
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.
d,-:
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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''s
.
t_�° -.
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 TOROOF AND STORM WATER SYSTEM. IN JURISDICTIONS REQUIRING SEPARATE ROOF DRAIN LINES, PROVIDEDRAWING
INDEX_
I11
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
SHEET N0. DESCRIPTION
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1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT, EXPERIENCED PLUMBER AND IN
_
-
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ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND LOCAL CODES.
2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL
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COVER SHEET, INDEX, GENERAL NOTES
CONTRACTOR IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE, 2015 IRC, AND LOCAL CODES.
A2
ENERGY CALCULATIONS
- - -- J
PROVIDE DOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE
A3
ELEVATIONS
WASHINGTON STATE ENERGY CODE. WHEN INSTALLED IN GARAGE, HEATING UNITS SHALL BE PLACED SUCH
a
THAT ALL PILOT LIGHTS, BURNERS, HEATING ELEMENTS, OR SWITCHES ARE LOCATED A MIN. OF 18" ABOVE THE
A4
ELEVATIONS
GARAGE FLOOR.
A5
MAIN FLOOR PLAN'
- —
AND MOISTURE
A6
2ND FLOOR PLANTHERMAL
A7
BUILDING CROSS SECTIONS & DETAILS
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-
1. INSULATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE
A8
BUILDING CROSS SECTIONS
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OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE SHOWN ON
A9
BUILDING CROSS SECTION
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PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET.
2. APPLY 1 COAT MIN HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION
S1
STRUCTURAL NOTES/SCHEDULES
mow —
WALLS, FROM FOOTING TO FINISHED GRADE AT FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE
S2
STRUCTURAL DETAILS
INTERIOR SPACES AND FLOORS BELOW GRADE.. (R406.1)
3. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER
S4
SHEAR WALL AND HOEDOWN LOCATIONS
1
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MANUFACTURER'S INSTRUCTIONS.
4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS, LAPPED AT ALL SPLICES
S5
FOUNDATION PLANS
'
AND OVER FOOTINGS.
S6
MAIN FLOOR FRAMING PLANS
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S7
2ND FLOOR FRAMING PLANS
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FINISHES
S8
ROOF FRAMING PLANS
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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
APPROVED BY PLANNING
%s
COMPOUNDED. ALL OTHER WALLS SHALL RECEIVE 1/2" GYPSUM WALLBOARD. CEILINGS WITH JOISTS/ TRUSS
��LL
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 NO ABOVE ADJACENT FLOOR. ANY CEMENT PLASTER STUCCO SHALL
INSTALLED IN ACCORDANCE WITH NORTHWEST WALL AND CEILING BUREAU RECOMMENDATIONS FOR MATERIALS,
107xx 226TH STREET S.W., EDMONDS., WA 98026
Jan 14 2021
BACKING, LATH, APPLICATION TECHNIQUES, AND FINISHES.
ELECTRICAL
SYMBOL LEGEND
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.
CARBON MONOXIDE DETECTOR
FIRESTOPPING
0 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
INTERCONNECTED 110v w/ BATTERY BACKUP
HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND
S.D.
THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING
O EXHAUST FAN (VENT TO OUTSIDE)
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.
O KEYNOTE
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
101 DOOR SCHEDULE SYMBOL
CAVITIES IN LINE WITH STRINGERS.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH
11 WINDOW SCHEDULE SYMBOL
NON-COMBUSTABLE MATERIALS.
MISCELLANEOUSTRITLE
BLOCK E DESCRIPTION IN
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.
SIM DETAIL SYMBOL
1 ` SIMILAR DETAIL
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OBTAIN ELECTRICAL
APPROVED
— DETAIL NO.
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. CARBON MONOXIDE
SHEET NO.
SIM
PERMIT FROM
PLANS MUST BE
(R314)
ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN THE VICINITY OF THE
1 !
STATE LABOR &
BEDROOMS. (R315)
BUILDING CROSS SECTION
A10 — DETAIL NO.
ON JOB SITE
4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE
INDUSTRIES
BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS.
SHEET NO.
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.
Room name—
ROOM NAME
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
City of Edmonds
ALL WORK SUBJECT
44" FROM FINISHED FLOOR TO BOTTOM OF CLEAR OPENING (R310.1).
TO FIELD
Building Department
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INSPECTION F O R
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Call before you dig. LOCATE ALL UNDERGROUND UTILITIES.
APPROVED Plans
CODE COMPLIANCE
City Of
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Building Department
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Work
..................................................................................................................:
..... ...........................
NEW SFR
..........................
Address 10729
------------------------
.......................,
226TH ST SW LOT 2
.......................
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Owner ' HELLEREN
..............................................................................................................
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Approved Date 01 /13/2021
----------------------------------------------------------------------------------------------=
Building Official
W. l�
Approved By Fire
.....................................................................................:::.....
DFM17 PBrough
Permit Number:BLD2020-0965
07/0,5/27
Reviewed: Approved. A residential fire sprinkler system is required. A recommended flow -through dE
sign will meet specifications
and reduce equipment and continuing maintenance requirements. ECDC19.
5.020132. Provide a minimum combination water service of one inch (1") meter and one and one half (11/2") service line, or show that domestic and fire protection needs can be met with a smaller service.
DFM17
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
180000
DESIGNED BY
TL
DRAWN BY
TL & RIM
CHECKED BY
TL
SHEET NO.
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PRINT DATE 4/11/2020 7:02:25 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-
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 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 A WHOLE -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 RATES
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 FACTORS
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 TIMER(s).
TOTAL HEATED FLOOR AREA = 4484 SQ. FT. BEDROOMS = 4
WHOLE HOUSE VENTILATION SIZE = 90 CFM X 4 (25% PER 4-HOUR) = 360 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.
TWO FANS TO BE USED AT 180 CFM EACH. ONE UP, ONE DOWN.
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 b the art conducting the test and provided to the code official. Testing shall be performed
9 Y party 9 P 9
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.
EXHAUSTFANS
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.
2x6 TOP
.W.B.
AID R-10 INSULATION
�LLED IN CAVITY
(EEN
ER PER
_OW, FINISH &
TRIMS
HEADER INSULATION
1 1 /2" = 1 r-0"
FENESTRATION CALCULATIONS
VERTICAL GLAZING 647 SF
LESS EXEMPT GLAZING -138 SF
PLUS GLAZED DOORS 264 SF
PLUS OTHER EXTERIOR DOORS 21 SF
TOTAL FENESTRATION: 794 SF
NOTE:
SEE SHEETS A7 FOR
ADDITIONAL INSULATION
LOCATIONS AND DETAILS,
PRESCRIPTIVE ENERGY CODE COMPLIANCE TABLE R402.1.1 FOOTNOTES
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Prefect Information Contact Information
HELLEREN RESIDENCE 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-Values
U-Factors
Fenestration U-Factorb
n/a
0.30
Skylight U-Factor
n/a
0.50
Glazer! Fenestration SHGCb'e
nla
n/a
Ceiling,
49i
0,026
Wood Frame iflWall" n
21 int
0.056
Mass Wall R-Vaiue'
21 /21 n
0.056
Floor
309
0.029
Below Grade Wall'm
10/15/21 int + TB
0.042
Slab" R-Value & Depth
10, 2 ft
n/a
" I able K4U2.1.1 and ( able K402.1.:3 Footnotes included on Nage 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.
CI 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.
n 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
Ontion DesCrjDtjon
Cro.ditfs)
la
Efficient Building Envelope 1 a
0.5
1 b
Efficient Building Envelope 1 b
1.0
1 c
Efficient Building Envelope 1 c
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
❑
a 0.5
p 1.0
Li
® 0.5
0 1.5
1200 kWh 0.0
3.50
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.+TBr' 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.+TBr' 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.
' Reserved.
h Reserved.
The second R-value applies when more than half the insulation is on the interior of the mass wall.
'Reserved.
k For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38.
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.
ENERGY CREDITS
2a
AIR LEAFAGE CONTROL AND EFFICIENT VENTILATION 2a:
0.5
Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per
hour 1naxilllunl
and
All whole house veatilationn requirenneilts as detennnilied by Section M1507.; of the
International Residential Code shall be inlet with a high efficiency fan (maximinn 0.35
watts./cfin). not interlocked with the Au -race fain. Ventilation systems using a furnace
including an ECM motor are allowed. provided that they are controlled to operate at
low speed in ventilation only mode.
To qualify to claim this credit, the building permit drawings shall specify the option
beulg selected and shall specify the maximtzln tested building air leakage and shall
show the qualifying ventilation system.
3 a
HIGH EFFICIENCY HVAC EQUIPMENT 3 a:
t. U
Gas. propane or oll-fired ftliinace with nnlllinnum diFUE of 94%, or
Gas, propane or ailed -fired boiler with rnninilnum AFUE of 92%
To qualify to claim this credit, the building pel�init drawings shall specify the option
being selected and shall specify the heating equipment Type and the lnuiimunn
e ui inept efficiency.
5a
EFFICIENT WATER HEATING 5a:
All showerhead and kitchen sink faucets installed in the house shall be rated at 1.75
GPM or less. All other lavatory faucets shall be rated at 1.0 GPM or less.`
To qualify to claim this credit, the building perinit drawings shall specify the option
being selected and shall specify the maximum flow bates for all showerheads, kitchen
sink faucets. and other lavatory faucets.
5c
EFFICIENT WATER HEATING 5c:
1
Water heating system shall include one of the following:
Gas, propane or oil water heater With a iniaimum EF of 0.91
01'
Solar water heating supplementing a miuunium standard water heater. Solar water
heating Will provide a rated lni imi llin savings of 85 therms or 2000 kA7h based on the
Solar Rating and Certification Corporatiou (SRCC) Aullttal Performance of OG-300
Certified Solar Water Heating Systems
or
Electric heat punnp water heater with a nnininnum EF of 2.0 and meeting the standards
ofNEE A's Northern Climate Specifications for Heat Puinp Water Heaters
To qualify to claim this credit. the building perluit drawings shall specify the option
being selected and shall specify the water heater equipment type and the lininilnnilnl
equipment efficiency and, for solar water heating systems, the calcination of the
miniinuln energy savings.
HEATING SYSTEM SIZE
Contact Information
Heating System Type: F All Omer Systems Heat Pump
To see detailed instructions for each section, place your cursor on the word 'Instructions'.
Design Temperature
lostrucuons
+ Design Temperature Difference (AT)
46
Edmonds
w IJ .'a7 = Md°ar f70 degraesl • Ouldoar ❑eslgn rerrrp
Area of Building
Conditioned Floor Area
rnszructrons Conditioned Floor Area (sq ft)
4,484
Average Ceiling Height
Conditioned Volume
lnstruetion= Average Ceiling Height (ft)
9.1' 40,804
Glazin-gand Doors
U-Factor X Area = UA
nsm).tinns
tl-n �c•.
,.
0.300
794
238.20
Skylights
U-Factor x Area = UA
11(,r,c
0-50 32 16,00
Insulation
Attic
U-Factor x Area - UA
natru .Barr_ I R
T
0-026 351 9,13
Single Rafter or Joist Vaulted Ceilings
U-Factor x Area UA
inssructipn>: IN R-36Vented
0.027 3,222 J 86.99
Above Grade Walls fsaa Figure it
U-Factor X Area UA
Insmirlians R-21 Intermediate
0.055 4,771 267.18
Floors
U-Factor X Area UA
lnsiructions
0,029 3,653 105-94
Below Grade Walls isee Figure ri
U-Factor X Area UA
l�ratruc liur'^
No Below Grede Walls io
7
0. 028 0�
�
t}ris project.
..A
--_.-.-.
Slab Below Grade fsee Figure 1)
F-Factor X Length UA
In siruclion:i k No Slab Sebw Grade in this project.
0.303 F ---
Slab on Grade (see Figure 7)
F-Factor X Length UA
rvsl r u ctl o n t.
Slab Grade in
T
No an this project.
--
Location of Ducts
Duct Leakage Coefficient
tJn[onditidned Spa[e
�►
1.10
Sum of UA 723.43
Envelope Heat Load 33,278
Btu ! Hour
Ficture 1.
sum ofUAX;.r
Air Leakage Heat Load 20,272
Volume O..6X6rX.07e
Btu 1 Hour
auo.; Ur..; •
Building Design Heat Load 53,550
Btu / Hour
Air Leakage + Envelgpa Hsaf Loss
arrow ,rode
Building and Duct Heat Load 58,904
Btu I Hour
Ducts iA unconditioned space: Sum of Buddirig Heal Loss X 7.10
Ducts in condMoned space: Sum of 80ding ilea! Loss X t
Maximum Heat Equipment Output 82,466
Btu l Hour
8uifding and Ducf Neal Loss X 1A0 for Forced Air Fumace
8uifd09 and Duns Heal Loss X 7.25 for Nee! Pump
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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)
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)
48
6" EXPOSURE HORIZONTAL BEVEL CEMENT BOARD SIDING WHERE INDICATED
55
5/4x8 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS.
59
5/44 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 5/48
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
72
STONE OR BRICK VENEER WHERE INDICATED
80
TEMP. GLASS STORE DOOR
81
TEMP. GLASS SLIDING PATIO DOOR.
83
PROVIDE 6" MINIMUM EARTH/WOOD CONTACT
TEMP. GL.
LOCKING DEADBOLD AT ENTRY DOOR
CONCRETE LANDING AND STEPS PER I.R.C./I.B.C.
84
85
86
87
INSULATED STEEL OVERHEAD GARAGE DOOR. MAKE AND STYLE PER
BUILDER/OWNER SPECIFICATIONS.
ora;nEdge ,;.
strip ;e44 WeatherSeal bowel applied rnemhrane
r.
+ Step flashing taped and sealed
Kick -oat flashing
Kick-Qafandfascia
taped and sealed
I
Sflingies
Wall sheathing
KICO'KOUT FLASHING DETAIL.
Max. Hecht
411117 294' - 2 1 /4"
2ND FLOOR PLATE
11"
Co
Q
2ND FLOOR N -
280' - 9 7/8" MN
rk MAIN rLUOR PLATE
2ND FLOOR PLATE
v 288' -11 "
20
Eo
v
M
N
2ND FLOOR
TOP OF RIDGE _ -
293' - 8 1 /4"
(40) (39)
r m— 1-0
i��
III -- -- -- �� litiiii■i tiiii■ tiiii■ tiiii■ iii �I
s ga
■.■ ■� ■■ ■■ ■■ ■■
Um ■■ _
.. ■■ ■■ ■■ ■■ ■■ I■ a I
ow MERCE1
■1■
MEMEL-
- _ I I■I I I■ I I■I Il;I�
-- DECORATIVE SHUTTERS
WHERE INIDICATED
- __ - -r- "%
TEMP. GL.
SKYLIGHTS
(TYP. @ 6 PLACES)
3
1/4" = 1'-0"
-TOP OF RIDGE
293' - 8 1 /4" V
v 280' - 9 7/8"
MAIN FLOOR PLAT
v 279' - 7 1 /8"
AL
67
— 59
\ / 48
ILI I 86 = �� ��lop
61
MAIN FLOOR
270'- 6" — —
Max. H_ei hg t
294' - 2 1 /4"
— _Average Grade
269' - 2 1 /4"
iE�� E�l E�� E�l _m� 7- 7-
72
NORTH ELEVATION
3 1 /4" = 1'-0"
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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: lx3 BATTONS @ 16" O.C. ON HARDI-BOARD OR EQUIV. SMOOTH
FACED BOARDS
45
FASCIA: 1x4 ON 5/4xl0 (TYPICAL AT GABLE ENDS)
48
6" EXPOSURE HORIZONTAL BEVEL CEMENT BOARD SIDING WHERE INDICATED
55
5/48 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS.
59
5/44 CORNER TRIM
61
2x10 BELLY BAND w/ METAL FLASHING
67
WINDOW WRAP: 5/46 SIDE RAILS w/ 2x8 TOP RAIL AND 20 DRIP SILL OVER 5/48
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
72
STONE OR BRICK VENEER WHERE INDICATED
80
TEMP. GLASS STORE DOOR
81
TEMP. GLASS SLIDING PATIO DOOR.
83
PROVIDE 6" MINIMUM EARTH/WOOD CONTACT
84
TEMP. GL.
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.
OF RIDGE
293' - 8 1)
2ND FLO
� 288' - 11 11
�2ND FLO
v 280'-97)
jk IVIHIIV rLl
279'-71)
jkj MAIN FL(
M- J 270' - 6"
KA Y H nirnht
`T`OP OF RIDGE-
= 293' - 8 1/4"'
jk-ZND FLOOR PLATE _
288' - 11 "
39
2ND FLOOR
280' - 9 7/8"
MAIN FLOOR PLATE,-
279' - 7 1 /8" 'C
41
F'EK 51 RIJU I RUA
PLANS
WEST ELEVATION
1/4" = 1'-0"
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72
ul
71
MAIN FLOOR
270' - 6" 11 - IF - - - -
IL I I
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EAST ELEVATION
PERSPECTIVE
!d� SOUTHEAST�PE RSPECTIVE
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WINDOW SCHEDULE - MAIN FLOOR
SYM. NO. WIDTH HEIGHT AREA WINDOW TYPE U-VALUE F COMMENTS
MAIN FLOOR
1
3'- 0"
5' - 6"
17 SF
SINGLE HUNG
0.30
2
3'- 0"
6' - 0"
18 SF
SINGLE HUNG
0.30
TEMP. GLASS
3
3'- 0"
6' - 0"
18 SF
SINGLE HUNG
0.30
TEMP. GLASS
4
6' - 0"
5' - 0"
30 SF
SLIDER
0.30
TEMP. GLASS
5
5'- 0"
6-0"
25 SF
SLIDER
0.30
TEMP. GLASS
6
2' - 6"
5' - 6"
14 SF
SINGLE HUNG
0.30
7
2' - 0"
2' - 6"
5 SF
PICTURE (FIXED)
0.30
8
7' - 0"
6' - 0"
42 SF
DOUBLE SLIDER
0.30
9
3' - 0"
5' - 6"
17 SF
SINGLE HUNG
0.30
10
5' - 0"
4' - 6"
23 SF
SLIDER
0.30
11
2' - 0"
2'- 6"
5 SF
PICTURE (FIXED)
0.30
12
2' - 0"
2'- 6"
5 SF
PICTURE (FIXED)
0.30
13
2'- 0"
2'-6"
5 SF
PICTURE (FIXED)
0.30
14
2'- 6"
4' - 6"
11 SF
SINGLE HUNG
0.30
15
2'- 6"
5' - 6"
14 SF
SINGLE HUNG
0.30
16
2'- 6"
5' - 6"
14 SF
SINGLE HUNG
0.30
17
2'- 6"
5' - 6"
14 SF
SINGLE HUNG
0.30
18
3'- 0"
5' - 0"
15 SF
PICTURE (FIXED)
0.30
19
2' - 0"
2' - 6"
5 SF
PICTURE (FIXED)
0.30
20
7' - 0"
6' - 0"
42 SF
DOUBLE SLIDER
0.30
21
2' - 0"
2' - 6"
5 SF
PICTURE (FIXED)
0.30
22
2' - 0"
2'-6"
5 SF
PICTURE (FIXED)
0.30
23
2' - 0"
12'-6"
5 SF
PICTURE (FIXED)
0.30
24
4'- 0"
3' - 0"
12 SF
PICTURE (FIXED)
0.30
25
4'- 0"
3' - 0"
12 SF
PICTURE (FIXED)
0.30
26
4'- 0"
3' - 0"
12 SF
PICTURE (FIXED)
0.30
27
3'- 0"
6' - 0"
18 SF
SINGLE HUNG
0.30
28
3'- 0"
6' - 0"
18 SF
SINGLE HUNG
0.30
29
13'- 0"
6' - 0"
18 SF
SINGLE HUNG
0.30
30
IT - 0"
6' - 0"
18 SF
SINGLE HUNG
0.30
MAIN FLOOR PLATE
31
4' - 0"
4'-0"
16 SF
SKYLIGHT
0.50
TEMP. GLASS
32
4' - 0"
4'-0"
16 SF
SKYLIGHT
0.50
TEMP. GLASS
33
4' - 0"
4'- 0"
16 SF
SKYLIGHT
0.50
TEMP. GLASS
34
4' - 0"
14'- 0"
16 SF
SKYLIGHT
0.50
TEMP. GLASS
35
4' - 0"
14'-0"
116 SF
I SKYLIGHT
0.50
TEMP. GLASS
36
4' - 0"
14'-0"
116 SF
I SKYLIGHT
0.50
TEMP. GLASS
Grand total 556 SF
DOOR SCHEDULE - MAIN FLOOR
SYM. NO. WIDTH HEIGHT DOOR TYPE COMMENTS
MAIN FLOOR
D1
5'- 0"
8' - 0"
DOUBLE PANEL
D2
2'-8"
8' - 0"
SINGLE PANEL
D3
2'-8"
8' - 0"
SINGLE PANEL
D4
2'-6"
8' - 0"
SINGLE PANEL
D5
5' - 0"
8' - 0"
DOUBLE PANEL
D6
T - 0"
8'-0"
ENTRY DOOR w/ SIDELITES (TEMP.)
TEMP. GLASS (U=0.30)
D7
5.-0..
8'-0"
DOUBLE GLASS (TEMP.)
TEMP. GLASS (U=0.30)
D8
4'- 0"
8' - 0"
DOUBLE PANEL
D9
2'-8"
8' - 0"
SINGLE PANEL
D10
16'- 0"
8'- 0"
OVERHEAD GARAGE DOOR
INSULATED STEEL OVERHEAD DOOR
D11
9' - 0"
8'- 0"
OVERHEAD GARAGE DOOR
INSULATED STEEL OVERHEAD DOOR
D12
2' - 8"
8'- 0"
SINGLE PANEL
D13
2'-8"
8'-0"
SINGLE POCKET
D14
16' - 0"
8'-0"
Door _4-Panel_Stacking_Patio Door
D15
8'-0"
8'-0"
SLIDING GLASS PATIO (TEMP.)
TEMP. GLASS (U=0.30)
D16
6-0"
8'-0"
DOUBLE GLASS (TEMP.)
TEMP. GLASS (U=0.30)
D17
2' - 6"
8' - 0"
SINGLE PANEL
D18
5' - 0"
8' - 0"
DOUBLE PANEL
D19
T - 0"
8' - 0"
SINGLE ENTRY
D20
2' - 8"
8' - 0"
SINGLE PANEL
1 3/8" SOLID CORE WITH SELF CLOSING MECH.
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 A SELF -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)
05
CRAWLSPACE OPENING: MIN. 18"x24" THROUGH THE FLOOR OR MIN. 16"x24" THROUGH THE PERIMETER WALL. (R408.4)
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)
09
DIRECT VENT ZERO CLEARANCE GAS FIREPLACE SHALL BE INSTALLED PER MANUFACTURER SPECS. AND IN STRICT ACCORDANCE W/
LOCAL BUILDING CODES. MUST BE U.L. LISTED. (M1303/ G2427.2.1)
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.
FUEL FIRED APPLIANCES: WHERE THE VOLUME OF THE SPACE IN WHICH THE APPLIANCE IS LOCATED IS GREATER THAN 50 CU. FT. PER
13
1000 BTU/H THEN NO VENTILATION IS REQUIRED. IF LESS, PROVIDE VENTILATION IN ACCORDANCE WITH G2407.5.
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
23
FIBERGLASS SHOWER PAN OR EQUIV. w/ TILE SURROUND AND TEMP. GLASS SHOWER DOOR.
25
PANTRY SHELVING: PROVIDE (5) MELAMINE OR EQUIV. 16" DEEP SHELVES PER BUILDER SPECIFICATIONS.
28
HYDROBLOK OR EQUIV. SHOWER PAN w/ TILE SURROUND.
13
10
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AFUE 94% OR BETTER, 25
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A7
A8 1
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I SYSTEM: EF 0.91 OR BETTER,
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I OPTION 5c, 1.5 CREDITS. _
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4'-6" 11'-0" 14'-0" 9'-6" 17'-0"
= I 24
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MAIN FLOOR
1 1 /4" = 1'-0"
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
180000
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
L
SHEET NO.
A5
PRINT DATE 4/11/2020 7:03:46 PM
WINDOW SCHEDULE - 2ND FLOOR
SYM. NO. WIDTH HEIGHT AREA WINDOW TYPE U-VALUE COMMENTS
2ND FLOOR
37
2'- 6"
4' - 0"
10 SF
CASEMENT - SINGLE
0.30
38
3'- 0"
2'- 0"
6 SF
PICTURE (FIXED)
0.30
39
3'- 0"
2'- 0"
6 SF
CASEMENT - SINGLE
0.30
40
4' - 0"
3'- 6"
14 SF
PICTURE (FIXED)
0.30
41
T - 0"
3' - 6"
11 SF
PICTURE (FIXED)
0.30
42
T - 0"
3' - 6"
11 SF
PICTURE (FIXED)
0.30
43
2'- 0"
2' - 0"
4 SF
PICTURE (FIXED)
0.30
45
2'- 6"
4' - 0"
10 SF
CASEMENT - SINGLE
0.30
46
2'- 6"
4' - 0"
10 SF
CASEMENT - SINGLE
0.30
47
2'- 6"
4' - 0"
10 SF
CASEMENT - SINGLE
0.30
48
2'- 6"
4' - 6"
11 SF
SINGLE HUNG
0.30
49
2'- 6"
4' - 6"
11 SF
SINGLE HUNG
0.30
50
2'- 6"
3'- 9"
9 SF
CASEMENT - SINGLE
0.30
EGREES WINDOW w/ FULL 90 DEG. SWING
51
2'- 6"
3'- 9"
9 SF
CASEMENT - SINGLE
0.30
EGREES WINDOW w/ FULL 90 DEG. SWING
52
2'- 6"
3'- 9"
9 SF
CASEMENT - SINGLE
0.30
EGREES WINDOW w/ FULL 90 DEG. SWING
53
2'-6"
3' - 9"
9 SF
CASEMENT - SINGLE
0.30
EGREES WINDOW w/ FULL 90 DEG. SWING
54
T - 0"
2' - 0"
6 SF
PICTURE (FIXED)
0.30
55
2'- 6"
3'- 0"
8 SF
PICTURE (FIXED)
0.30
56
2' - 6"
3' - 0"
8 SF
PICTURE (FIXED)
0.30
57
2' - 6"
3' - 0"
8 SF
PICTURE (FIXED)
0.30
58
2' - 6"
3' - 0"
8 SF
PICTURE (FIXED)
0.30
Grand total 187 SF
DOOR SCHEDULE - 2ND FLOOR
SYM. NO.
2ND FLOOR
D21
WIDTH
3' - 0"
HEIGHT DOOR TYPE COMMENTS
6' - 8" SINGLE PANEL
D22
2' - 6"
6' - 8"
SINGLE PANEL
D23
3' - 0"
6' - 8"
SINGLE PANEL
D24
2' - 6"
6' - 8"
SINGLE PANEL
D25
2' - 6"
6'- 8"
SINGLE PANEL
D26
2' - 6"
6'- 8"
SINGLE PANEL
D27
2' - 6"
6' - 8"
SINGLE PANEL
D28
6' - 0"
6'-8"
BI-PASS CLOSET DOOR
D29
2' - 8"
6' - 8"
SINGLE PANEL
D30
2' - 6"
6' - 8"
SINGLE PANEL
D31
2' - 6"
6' - 8"
SINGLE PANEL
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 A SELF -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)
05
CRAWLSPACE OPENING: MIN. 18"x24" THROUGH THE FLOOR OR MIN. 16"x24" THROUGH THE PERIMETER WALL. (R408.4)
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)
09
DIRECT VENT ZERO CLEARANCE GAS FIREPLACE SHALL BE INSTALLED PER MANUFACTURER SPECS. AND IN STRICT ACCORDANCE W/
LOCAL BUILDING CODES. MUST BE U.L. LISTED. (M1303/ G2427.2.1)
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.
13
FUEL FIRED APPLIANCES: WHERE THE VOLUME OF THE SPACE IN WHICH THE APPLIANCE IS LOCATED IS GREATER THAN 50 CU. FT. PER
1000 BTU/H THEN NO VENTILATION IS REQUIRED. IF LESS, PROVIDE VENTILATION IN ACCORDANCE WITH G2407.5.
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
23
FIBERGLASS SHOWER PAN OR EQUIV. w/ TILE SURROUND AND TEMP. GLASS SHOWER DOOR.
25
PANTRY SHELVING: PROVIDE (5) MELAMINE OR EQUIV. 16" DEEP SHELVES PER BUILDER SPECIFICATIONS.
28
HYDROBLOK OR EQUIV. SHOWER PAN w/ TILE SURROUND.
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EACH SIDE
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2ND FLOOR
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Dec 23 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
180000
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
A6
PRINT DATE 12/1/2020 8:48:03 AM
1" AIR SPACE
RIPPED BLOCKS w/ (3) 2" dia. HOLES
OR (3) 1" "V" NOTCH w/ WIRE SCREEN
BETWEEN
EACH RAFTER
)VERHAN(
PER PLAN
EXTERIOR FINISH PER ELEVATION o/
15# BUILDING PAPER OR
APPROVED AIR INFILTRATION
BARRIER o/ SHEATHING PER
STRUCTURALPLANS.
R-21 BATT INSULATION AT RIM
2x6 BASE PLATE
ANCHOR BOLTS PER STRUCTURAL.
4" TIGHTLINE DRAIN
WHERE REQ'D
16'-0"
2ND FI
MAIN F
ROOFING PER ELEVATIONS o/ 30 #
FELT OVER %6"APA
RATED 24/16 SHEATHING
R-38 BATT INSUL.
RAFTERS PER ROOF PLAN
2" CEILING GWB
TOP PLATES & TRUSS TIE PER
STRUCTURAL
CAULKING/ SEALANT BEAD
AT FLOOR PERIMETER
SUB FLOORING & FLOOR JOISTS PER
STRUCTURAL
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PRINT DATE 11/11/2019 5:43:17 AM
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DESIGNED BY
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CHECKED BY
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SHEET NO.
A9
PRINT DATE 11/11/2019 5:43:17 AM
GENERAL NOTES
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.)
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.
ANCHORS
Use of drilled concrete anchors, including expansion bolts and adhesive anchors, where not
specified in these documents shall be subject to approval by the Architect.
EXPANSION BOLTS: Expansion bolts in solid concrete shall be wedge -type anchors made of carbon
steel. Bolt size, spacing and embedment length shall be as designated in these drawings. Bolts shall
be installed per the manufacturer's instructions with inspection per schedule. Expansion bolts shall
be Simpson Strong Bolt 2 or approved equal. A current ICBO or ICC Report shall be submitted for
alternates.
ADHESIVE ANCHORS: Adhesive or epoxy type anchors in solid concrete shall be installed per the
manufacturer's instructions. Anchor size, spacing and embedment length shall be as designated in
these drawings. Adhesive shall be Simpson AT-XP. A current ICBO or ICC Report shall be submitted
for alternates.
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 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 13 psf 5 psf 18 psf
In addition to dead loads, the design shall include the live, wind, snow and snow drift loads as
identified in the "Design Loads" section of these drawings. In addition, 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.
PREMANUFACTURED WOOD I -JOIST: Shall be fabricated by Truss -Joist or Boise Cascade.
Alternative manufactures must be approved by the Architect or Engineer. Joists shall be installed
according to the manufactures instructions including blocking, web stiffeners, bridging, etc. Fasten
joists to supports as recommended by the joist and hanger manufacturer. Provide temporary
bracing as recommended by the manufacturer to hold joists in place until permanently secured, Cut
openings in joist webs only as allowed by the manufacturer.
BUILDING OFFICIAL 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
-Verify type, size and grade of structural steel members and bolts
TYPICAL DETAILS
n addition to the details and schedules on the framing plans, those noted as "Typical" shall be
sed throughout the structure as applicable.
STRUCTURAL NOTES
T
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WOOD FRAMING PER PLAN VARIES.
SEE 17/S2 FOR ALL CONNECTIONS
PT SILL PLATE w/ ANCHOR BOLTS
AND WASHERS PER SHEAR WALL
SCHEDULE. MINIMUM ANCHOR
BOLT EMBEDMENT = 7".
#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
SEE 3/S1 FOR ALTERNATE AT
HUNG JOISTS
TYPICAL CONCRETE FOUNDATION 1
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"
44 x 24"
MATCH HORIZ
REINF.
#4 x 24"
MATCH HORIZ
REINF.
DOUBLE REINFORCING
TYPICAL CONCRETE CORNER REINFORCING 1 4
DIAPHRAGM NAILING SCHEDULE
NAIL SPACING
NAIL SPACING AT
AT BOUNDARIES
INTERMEDIATE
NAIL SPACING
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SIZE OF
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FRAMING
AT BLOCKED
LOCATION
SHEATHING
REQD
NAIL
PANEL EDGES
MEMBERS
PANEL JOINTS
ROOF
SEE STRUCT
NOTES
10d
6" OC
12" OC
6" OC
SUB-FLR
HNO
10d & 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
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NOTES:
1. USE THIS DETAIL AT ALL LOCATIONS WHERE
BEAM WIDTH EXCEEDS 33/2" 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.
TYPICAL PLATE STRAP AT BEAMS 1 1 Q
SHEAR WALL PER PLAN
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WASHERS PER SHEAR WALL PLAN AND
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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
TYPICAL CONCRETE FOUNDATION AT SLAB 1 2
LAP JOIST OVER BEARING MIN. 6"
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FLOOR JOISTS PER PLAN
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DIA. ANCHOR BOLTS AT 48" o.c.
%$" DIA. ANCHOR BOLTS PER
SHEAR WALL SCHED. AT'SIM'.
FOOTING WITH
REINFORCING PER PLAN
FINISHED GRADE
TYPICAL CRAWL SPACE FRAMING 1 `j
NOTES:
SEE STRUCTURAL NOTES FOR TYPICAL TOP
PLATE NAILING NOT SHOWN
TYPICAL TOP PLATE SPLICE $
II II
I I ROOF TRUSSES/
I I� RAFTERS BELOW I I
I I
2x6 BLOCK BETWEEN ROOF �~ _
TRUSSES BELOW W/ (2) 16d I I
EA END I I
I I I I i
2x6 PLATE W/ I 1
i
(2) 16d INTO EA ROOF I I i
TRUSS BELOW I�I�
1 I 14
1 I
I I
2x4 RAFTERS Pa 24"o.c.
POST DOVI N ITO ROOF / I I
TRUSS BELOV� AT 24" O.C.
i I I
I I I I
I
I I i I I
i II
TYPICAL ROOF OVERFRAMING 1 1
SHEAR WALL PER PLAN
SOLE PLATE CONNECTION
PER SHEAR WALL
SCHEDULE
EDGE NAILING TO
SOLE PLATE
SLAB ON GRADE
PER PLAN
FLOOR BOUNDARY NAILING PER
DIAPHRAGM SCHEDULE
2x PT SILL PLATE RIPPED TO
MATCH CONC. WALL WIDTH w/
BOLTS PER SHEAR WALL
SCHEDULE
FLOOR JOISTS PER PLAN,
JOIST BLOCKING AT 48" o.c. WHERE
JOISTS ARE PARALLEL TO WALL.
HANGER PER PLAN
PROVIDE VAPOR BARRIER BETWEEN
JOIST AND CONCRETE WALL
FOUNDATION PER PLAN.
SEE DETAIL 1/S1 UNLESS
NOTED OTHERWISE
RAISED STEM WALL FOUNDATION I $
HOLD-DOWN ANCHOR SCHEDULE
HOLD-DOWN
ANCHOR IN CONC.
STEM WALL
ANCHOR IN
THICKENED SLAB
EPDXY ANCHOR IN
EXISTING , z
FOUNDATION
FLOOR TO FLOOR
ANCHOR'
HDU4
SB %$ x 24
PAB5 x 6" EMBED
%$" DIA. x8" EMBED
%$" DIA.
HDU5
SB %$ x 24
PAB5 x 6" EMBED
%$" DIA. x12" EMBED
%$" DIA.
HDU8
SB Y/ x 24
PAB7 x 81/z" EMBED
%$" DIA. x18" EMBED
%" DIA.
HDU11
SB 1 x 30
PAB8 x 10" EMBED
NA
1" DIA.
HDU14
SB 1 x 30
PAB8 x 10" EMBED
NA
1" DIA.
NOTES:
1. F1554 THREADED
ROD
2. EPDXY ANCHORS
SHALL ONLY BE USED
WHERE INDICATED
ON THE FOUNDATION
PLAN
w
0
co
w
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
SHEAR WALL PER PLAN
FLOOR BOUNDARY NAILING
SHEAR WALL SHEAR CLIPS
PONY WALL SHEAR WALL PER
1
ANCHOR TYPE
HOLD-DOWN PER 1
SQUASH BLKG
MATCH POST SIZI
- ANCHOR PER
SCHEDULE
ADD #4 x 48"
AT EACH ANCH
HDU ANCHOR SCHEDULE 1 6
SOLID BLKG MATCH
WIDTH OF BEAM/GIRDER
TYPICAL HEADER DETAIL 1 Q
FLOOR SHEATHING PER
STRUCTURAL NOTES TYP
ALIGN JOIST/BEAM PER PLAN
OVER SHEAR WALL
BLOCKING EACH END OF SHEAR
WALL AND 48" o.c.
2x SILL PT SILL PLATE WITH
5/" DIA. ANCHOR BOLTS PER
SHEAR WALL SCHED
FOOTING WITH
REINFORCING PER PLAN
FINISHED GRADE
I
SECTION 112
Ross
Engineering
Design
Inc JOB # 19088
ryan.ross@rossengineer.com
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ROSS
ENGINEERING
RESUB
Dec 23 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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FILE/ NO.
190807
DATE
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET:
S1
PRINT DATE 12/9/2019
ROOF BOUNDARY NAILING
CONT. 2x BLKG WITH VENTING PER
ARCHITECTURAL. SEE 8/S2 FOR
ALTERNATE AT RAISED TRUSS
HEELS.
SHEAR WALL EDGE NAILING
SHEAR WALL PER PLAN TYP Lo
TRUSSES PERPENDICULAR
SHEAR WALL SOLE PLATE
NAIL/SCREW
SHEAR WALL EDGE NAILING
FLOOR BOUNDARY NAILING
CONT. RIM JOIST
SHEAR WALL SHEAR CLIPS,
OR ALTERNATE PER 13/S2
SHEAR WALL EDGE NAILING
SHEAR WALL S(
NA
SHEAR WALL EDG
FLOOR BOUNDAR
SHEAR WALL SHI
OR ALTERNATE
JOISTS PERPENDICULAR
JOISTS PERPENDICULAR
TYPICAL SHEAR WALL SCHEDULE
NUMBER OF
SHEAR WALL
STUD/BLKG.
SILL PLATE / SOLE PLATE
FRAMING
ANCHOR TO
NAIL/SCREW
SHEATHED
EDGE 3
AT ADJOINING
$ 9
SYMBOL
SHEATHING
SIDES
NAILING
PANEL EDGES s
SIZE
CONCRETE '
TO RIM JOIST
SHEAR CLIPS
SWl(P)
1
8d @ 6" OC
2x
2x
5/8" DIA. AB
3"x.131" NAIL
3"x.131" TOENAIL
9
@ 48" OC
@ 6" OC
@ 6" OC
SW2(P)
1
8d @ 6" OC
2x
2x
5/8" DIA. AB
16d BOX NAIL
LTP4 @ 24" OC
SEE
@ 48' OC
@ 6' OC
SW3(P)
STRUCT
1
8d @ 4" OC
2x
2x
5/8' DIA. AB
16d BOX NAIL
LTP4 @ 18" OC
NOTES
@ 32" OC
@ 4' OC
SW4(P)
1
8d @ 3" OC 4
3x e
2x
5/8" DIA. AB
16d BOX NAIL
LTP4 @ 14" OC
@ 24" OC
@ 3' OC
SW5(P)
1
8d @ 2" OC4
3x
2x
5/8" DIA. AB
16d BOX NAIL
LTP4 @ 10" OC
@ 18" OC
@ 2.5" OC
SW6(P)
2
8d @ 3" OC4
3x
3x
5/8" DIA. AB
SDS25600
LTP4 @ 14" Oc
@ 18" OC
@ 5" D.C.
EA. FACE
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.
DETAIL TYP.
ANCHOR TYPE HOLD-DOWN W/
ANCHOR ROD PER HOLD-DOWN
SCHEDULE TYP.
8d AT 12" ox. NAILING AT ALL
SHEAR WALL SCHEDULE NOTES
INTERMEDIATE SUPPORTS
1.
SHEAR WALLS NOTED AS "SW " INDICATE "SEGMENTAL SHEAR WALL" PER DETAIL (RIGHT)
2.
SHEAR WALLS NOTED AS "SW_P" INDICATE "PERFORATED SHEAR WALL" PER DETAIL (RIGHT). APPLY ALL SHEATHING, NAILING AND FRAMING REQUIREMENTS
PANEL EDGE NAILING TYP.
PER SCHEDULE TO THE FULL LENGTH OF SHEAR WALL INCLUDING AREAS ABOVE AND BELOW OPENINGS.
3.
NAILS SHALL BE COMMON OR GALVANIZED BOX UNLESS NOTED OTHERWISE.
SILL/SOLE PLATE W/
4.
WHERE NAIL SPACING IS LESS THAN 4"oc, STAGGER NAILS 1z".
ANCHORS PER SCHED. TYP.
5.
ALIGN ALL VERTICAL ADJOINING PANEL EDGES WITH STUD PER SCHEDULE. PROVIDE BLOCKING PER SCHEDULE AT ALL HORIZONTAL ADJOINING PANEL EDGES.
6.
AT SW4 ONLY, 3x FRAMING MAY BE SUBSTITUTED WITH (2)2x NAILED TOGETHER W/ 3"0.131" NAILS @ 3" ox EACH FACE.
ANCHOR TYPE HOLD-DOWN
7.
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
PER PLAN WHERE APPLICABLE.
WITHIN %" OF EDGE OF SHEATHED SIDE OF SILL PLATE. HOLE IN WASHER MAY BE DIAGONALLY SLOTTED 1.75" MAX.
SEE SCHEDULE FOR ANCHOR
8.
ENSURE ONE CLIP EACH END OF SHEAR WALL AT EACH REQUIRED FACE OF SHEATHING.
ROD TYP.
9.
SHEAR CLIPS ARE REQUIRED ONLY AS INDICATED IN THE SECTIONS.
10.
SEE DETAIL (TOP FAR RIGHT) FOR TYPICAL TOENAIL
11.
SEE DETAIL (BOTTOM FAR RIGHT) FOR BLOCKING AND SHEAR CLIP REQUIREMENTS AT DOUBLE SIDED SHEAR WALL
1
SIMPSON RBC
ROOF BOUNDARY NAILING
AT 48 ox.
ROOF SHEATHING PER
STRUCTURAL NOTES
SHEAR WALL EDGE NAILING
5��<
EXTEND SHEARWALL
SHTG OVER GABLE -
END TRUSS TO ROOF
DIAPHRAGM
SHEAR WALL EDGE NAILING
SHEAR WALL SHEAR CLIPS
(BOTTOM CHORD TO TOP
ROOF TRUSSES PER PLAN
PLATE)
H1 CLIP EACH TRUSS
2x6 STUDS AT 16" ox.
SHEAR WALL EDGE NAILING
TYP
—
TRUSSES PARALLEL
SHEAR WALL SOLE PLATE
FLOOR SHEATHING PER NAIL/SCREW
STRUCTURAL NOTES TYP
SHEAR WALL EDGE NAILING
FLOOR BOUNDARY NAILING
SHEAR WALL SHEAR CLIPS, OR
ALTERNATE PER 10/S3
FLOOR JOISTS PER PLAN
SHEAR WALL EDGE NAILING
PRESSURE TREATED SILL
PLATE PER SHEARWALL
SCHEDULE.
BOLT EMBED = 7" MIN.
FLOOR JOISTS PER PLAN
FOUNDATION PER PLAN
_ ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF BOUNDARY NAILING
TYP ROOF
TRUSS
2x BLBY KING PANELS PROVIDED
TRUSS MANUFACTURER
TRUSS AND GABLE
WALL BRACING PER
TRUSS
MANUFACTURER
SHEAR WALL SHEAR CLIPS --ZI 1
2x6 STUDS AT 16" ox.
TYP
SHEAR WALL EDGE NAILING
SHEAR WALL TO ROOF TRUSS 1 7
JOISTS PARALLEL
SHEAR WALL PER PLAN
SHEAR WALL � STyO SW_P UX
SW_ YO�x N�
HOLD-DOWN ID HOLD-DOWN ID
SHEAR WALL KEY -A— SHEAR WALL KEY
Il——II---iT-----IT--IT--7
a 1.1 LI I I 1.1 1.1 C .
Ft J II I II LI
-1 r- - - - - - —F _ I .
I I I I I'I I•I 1'1 I I
II II II 11 11 II•
I II II
II II 11�
SEGMENTAL SHEAR WALL
ROOF TRUSSES PER PLAN
H1 CLIP EACH TRUSS
—V
SHEAR WALL AT RAISED TRUSS HEEL $
SHEAR WALL SOLE PLATE
NAIL/SCREW
SHEAR WALL EDGE NAILING
FLOOR BOUNDARY NAILING
'ER PLAN SHEAR WALL EDGE NAILING
TO RIM JOIST
48"oc EXTEND LOWER SHEAR WALL
SHTG. CONT. UP TO JOINT ON
RIM JOIST. DO NOT BREAK
SHTG. AT DBL. TOP PLATE.
SHEAR WALL EDGE NAILING
TO TOP PLATE
SHEAR WALL TO UPPER FLOOR 112
SHEAR WALL SOLE PLATE
NAIL/SCREW
SHEAR WALL EDGE NAILING
SHEAR WALL SOLE PLATE
NAIL/SCREW
SHEAR WALL SHEAR CLIPS,
OR ALTERNATE PER 15/S3
(4) 10d TO BLKG
PRESSURE TREATED SILL
PLATE PER SHEARWALL
SCHEDULE.
BOLT EMBED = 7" MIN.
\ `FLOOR JOISTS PER PLAN
2x BLKG AT 48"oc
A FOUNDATION PER PLAN
If
JOISTS PARALLEL
AILAR SECTION PER
=0R INFORMATION
TOWN
FLOOR SHEATHING PER
STRUCTURAL NOTES
CONT RIM JOIST
FLOOR JOIST/BLOCKING
PER PLAN
ALTERNATE SHEAR FLOW AT UPPER FLOORS 113
SHEAR WALL SOLE PLATE —
NAIL/SCREW
SHEAR WALL EDGE NAILING
EXTEND SHEAR WALL SHTG. CONT.
DOWN TO SILL PLATE. DO NOT
BREAK SHTG. AT SOLE PLATE OR
RIM JOIST.
SHEAR WALL EDGE NAILING TO
RIM JOIST AND SILL PLATE
FLOOR BOUNDARY NAILING
PER DIAPHRAGM SCHED
2x SILL PLATE
FLOOR JOIST
NOTE:
SEE SIMILAR SECTION PER
20/S2 FOR INFORMATION
NOT SHOWN
SHEAR WALL TO MAIN FLOOR 1171 ALTERNATE SHEAR FLOW AT LOWER FLOOR 118
IIIII III III III III III
lFn ==-IF I=TT= 1==nlI--rr-
BLKG PER SCHED AT HORIZ. I'I I.I.- _LI _ _J L _ 11 A•I 1.1
PANEL JOINTS w/EDGE I_ _ _JI II _LI
NAILING BOTH SIDES OF I-- I I I r
JOINTTYP. II i i it
LOCATE VERTICAL PANEL
JOINT ON STUD w/ EDGE I I I I I I III I I I I
NAILING BOTH SIDES OF I I I I 1:1I I'I I I
JOINT
11 II I. -- -- II I1
MIN (2) STUDS AT EACH I I I I I I
HOLD-DOWN UNLESS I I I I I I
NOTED OTHERWISE PER
PLAN OR POST
SCHEDULE TYP.
STRAP TYPE HOLD -
STRAP TYPE HOLD-DOWN
CENTER ON RIM JOIST AT
UPPER FLOORS TYP.
TYPICAL TOENAIL
PANEL EDGE NAILING
TYP.
PANEL EDGE NAILING
ALL AROUND OPEINING
BOUNDARY NAILING PER
DIAPHRAGM SCHEDULE TO
RIM JOIST AND BLOCKING
CONT RIM JOIST
PANEL EDGE NAILING SHEAR CLIP PER
TYP. SCHED. EACH FACE FLOOR FRAMING
DOUBLE SIDED SOLID BLKG. BETWEEN
SHEAR WALL PER JOIST BLKG
PLAN
PER PLAN TYP. PERFORATED SHEAR WALL SHEAR CLIPS - DOUBLE SIDED SW
SHEAR WALL SCHEDULE AND NAILING DETAIL 5
ROOF FRAMING PER PLAN
DIAPHRAGM BOUNDARY
NAILING
CONT.2x SHAPED BLKG
SHEAR CLIPS H1 EACH RAFTER
PER SHEAR WALL SCHEDULE
EDGE NAILING
'71�+SHEAR WALL PER PLAN
RAFTERS PERPENDICULAR
STUD WAL
ROOF BOUNDAR
RAFTERS
LEDGER AND SDS
SCREWS PER PLAN
HANGER
STAGGERED E
SECTION AT LEDGER TO STUDS 114
SHEAR WALL PER PLAN
BOUNDARY NAIL PER
DIAPHRAGM SCHEDULE
2x BLKG. AT 48" ox.
2x LEDGER OR TRUSS TOP CHORD
WITH (2) 16d TO EACH STUD
IX
NOTE:
SEE 12/S2 FOR SHEAR WALL
CONNECTION INFORMATION
NOT SHOWN
RIM JOIST
FLOOR FRAMING
PER PLAN
SECTION 119
DIAPHRAGM BOUNDARY
NAILING
SHEAR CLIPS PER
SHEAR WALL SCHED.
EDGE NAILING 7
SHEAR WALL PER PLAN
RAFTERS PARALLEL
ROOF FRAMING PER
PLAN
2x BLOCKING @ 28" D.C.
SHEAR WALL TO ROOF RAFTERS 110
CONT 2x SHAPED BLKG
SHEAR CLIPS PER
SHEAR WALL SCHED.
EDGE NAILING TO
TOP PLATE
BOUNDARY NAILING
SHEAR WALL SHEAR CLIPS
SHEAR WALL EDGE NAILING
10d@4"c
2x BLKG W/ 16d AT 4" c
10d @ 4" o.c.
H1
SOLE
P
E
VARIES PER PLAN
SECTION 1 1 `j 1
SHEATHING PER STRUCTURAL
NOTES TYP
BLOCKING EACH END OF SHEAR
WALL AND 48" D.C.
ALIGN RAFTER/JOIST/BEAM
PER PLAN OVER SHEAR WALL
SECTION 120 1
Ross
Engineering
Design
Inc JOB # 19088
ryan.ross@rossengineer.com
y
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R�'� ��A3
fONAL�'�
ELECTRONIC
COPY
ORIGINAL ON FILE AT
ROSS
ENGINEERING
RESUB
Dec 23 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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FILE/ NO.
190807
DATE
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET:
S2
PRINT DATE 12/9/2019
BEAM PER PLAN
BEAM PER PLAN
(2) 16d TYP
(2) 16d TYP
TOP PLATES
DBL. 2x TOP PLATES
2x CONT. BLOCKING
SHEAR WALL PER PLAN
(2) ROWS 16d @ 3" o.c.
2x CONT. BLKG
TYP
SHIM EACH FACE
A34 WITH SD#9 SCREWS BEAM PER PLAN
A34 WITH SD#9 SCREWS
ROOF BOUNDARY
SHIM EACH FACE
AS NEEDED
AT ALL RAFTER ENDS
AT ALL RAFTER ENDS
NAILING
AS NEEDED
(2) ROWS 16d @ 3" o.c.
TYP
2x RAFTERS PER PLAN
2x BLOCKING AT 48" ox.
POST PER PLAN FULL HEIGHT STUD
ROOF RAFTER PER PLAN
RAFTER SLOPES MAY BEAM PER PLAN
EACH SIDE OF POST.
POST PER PLAN 2x STUD EACH SIDE OF POST
ATTACH WITH 16d AT 12" ox.
VERY PER PLAN
RAFTER PER PLAN WITH (3) 16d
ATTACH WITH 16d
TO EACH STUD
AT 12" o.c.
RIDGE BEAM TO POST
1
ROOF BEAM TO POST
2
RAFTER TO RIDGE BEAM
3
RAFTER TO ROOF BEAM
4
SECTION
5
ROOF BOUNDARY NAILING
2x CONT. BLKG
ROOF BOUNDARY NAILING
2x BLKG
2x BLKG W/ 16d AT 4" ox.
16d TOENAIL AT 6" D.C.
2x BLKG W/ 16d AT 4" o.c.
SHEAR WALL PER PLAN
ROOF BOUNDARY NAILING
2x PONY WALL SHEATHED
FULL HEIGHT SHEAR WALL
FLOOR BOUNDARY NAILING
PER SW1
PER PLAN
FLOOR BOUNDARY
SOLE PLATE CONNECTION NAILING
PER SHEAR WALL SCHED
RAFTERS PER PLAN
SOLID
BLKG
NOTCH TRUSS
-
N a H1 EACH RAFTER
� T
NOTCH TRUSS
-
^_ a
� T NOTE:
EDGE NAILING TO \�
I
OVER LEDGER
N
OVER LEDGER
N SEE 12/S2 FOR SHEAR WALL
SOLE PLATE
CONNECTION INFORMATION
I 2x CONT. BLOCKING
I
NOT SHOWN
FLOOR BOUNDARY NAILING
RAFTERS PER PLAN TYP
PER DIAPHRAGM SCHED
RIM JOIST
RIM JOIST
SHEAR WALL SHEAR CLIPS
T
16d TOENAIL AT 6" ox.
CONT RIM JOIST -
MONO TRUSS PER PLAN
NOTE:
MONO TRUSS PER PLAN
SHEAR WALL EDGE NAILING JOISTS/RAFTERS PER PLAN
SHEAR CLIPS PER SHEARWALL
SEE 12/S2 FOR SHEAR WALL
SCHED (BLKG TO TOP PLATE) CANTILEVERED
TRUSS HANGER IF SPECIFIED
CONNECTION INFORMATION
TRUSS HANGER IF SPECIFIED
FLOOR JOISTS
BY TRUSS MANUFACTURER
NOT SHOWN
BY TRUSS MANUFACTURER
EDGE NAILING PER PLAN
SHEAR WALL PER PLAN
2x10 LEDGER AND SDS
2x10 LEDGER AND SDS
SHEAR WALL PER PLAN A CONT. SOLID BLKG.
SCREWS PER PLAN
SCREWS PER PLAN
FLOOR FRAMING
FLOOR FRAMING
PER PLAN
PER PLAN
SHEAR WALL PER PLAN
SECTION
6
SECTION
7
SECTION AT PITCH CHANGE
8
SECTION
9
SECTION
10
SEE 10/S2 FOR
ALIGN RAFTER/JOIST/BEAM
INFORMATION NOT
PER PLAN OVER SHEAR WALL
SHOWN
NAIL STUD TO HDR. PER
TYP. HEADER DETAIL
FLOOR SHEATHING PER
STRUCTURAL NOTES TYP ROOF BOUNDARY NAILING
NAIL STUD TO HDR. PER
TYP. HEADER DETAIL
18" MIN.
18" MIN.
8d AT 6" o.c.
SHEAR WALL SHEAR CLIPS -
ROOF BOUNDARY NAILING
SHEAR WALL PER PLAN TYP
USE A35's INSTEAD OF
FULL LENGTH OF BEAM
HDU HOLD-DOWN
LTP4'S
ROOF FRAMING
PER PLAN 16d AT 6" o.c. TO BLOCKING
2x
BLOCKING
HEADER PER PLAN
2x
HEADER PER PLAN
EDGE NAILING PER PLAN
AT STRAP
CS16 STRAP
BLOCKING
AT STRAP
(2) ROWS 16d MATCH SHEAR o ADD (2) STUDS
BLOCKING EACH END OF SHEAR
CS16 STRAP
WALL EDGE NAIL SPACING
NAIL ALL STUDS
WALL AND 48" ox.
2x CONT. BLOCKING
TOGETHER WITH
16d AT 8" o.c.
SHEAR WALL PER PLAN CONT. 1.75"x11.25" LVL
POST PER PLAN (3 STUDS)
BEAM PER PLAN. NAIL
TO RAFTER OVER SHEAR
WALL WITH 16d AT 6"
2x STUD
o.c. TOP AND BOTTOM
2x BLOCKING AT 48" ox.
PLAN SECTION
1.75"x11.25" CONT. LVL BEAM PER
POST PER PLAN
POST PER PLAN
PLAN. NAIL TO STUDS WITH (2) 16d
SECTION
11
SECTION
12
HEADER STRAP TO SHEAR WALL
13
HEADER STRAP TO SHEAR WALL
14
DETAIL
15
ROOF BOUNDARY NAILING
RAFTERS PER PLAN
—
_ a
v�
LEDGER AND SDS
SCREWS PER PLAN
TRUSS PER PLAN
HANGER PER PLAN Av
STAGGERED EACH FACE
16
17
18
SECTION
19
20
Ross
Engineering
Design
Inc JOB # 19088
ryan.ross@rossengineer.com
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2/14 2020
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`rSIONAL
ELECTRONIC
COPY
ORIGINAL ON FILE AT
ROSS
ENGINEERING
RESUB
Dec 23 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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FILE/ NO.
190807
DATE
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET:
S3
PRINT DATE 12/9/2019
E
EXTERIOR WALLS
NOT MARKED SHALL BE
SW1
HOLDDOWNS CALLED OUT
ARE LOCATED AT BASE OF
SHEAR WALLS.
SEE SHEET S1 HDU HOLD-DOWN
ANCHOR SCHEDULE AND S2
FOR SHEAR WALL SCHEDULE
MAIN FLOOR SHEARWALLS
SCALE: 1 /8" = 1'-0"
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EXTERIOR WALLS
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ARE LOCATED AT BASE OF
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SEE SHEET S1 HDU HOLD-DOWN
ANCHOR SCHEDULE AND S2
FOR SHEAR WALL SCHEDULE
2ND FLOOR SHEARWALLS
SCALE: 1/8" = 1'-0"
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CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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190807
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PRINT DATE 11/11/2019 5:43:17 AM
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 HOLDOWNS 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 z" 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 & HOLDOWN 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.
FOUNDATION VENT CALCS.
(R408.1) PROVIDE 1 SQ. FT. OF VENTILATION FOR EVERY 300 SQ. FT.
OF CRAWLSPACE. FOUNDATION VENTS SHALL BE EXTRUDED, LOAD
BEARING 16"x8" VENTS.
PROVIDE A MINIMUM OF (1) FOUNDATION VENT WITHIN T-0", BUT NOT
WITHIN THE FIRST V-0" OF EACH CORNER OF CRAWLSPACE.
ASSUMED VENTS ARE MIN. 15.5"x6" AND HAVE A NET FREE
VENTILATION AREA OF .48 SQ. FT.
TOTAL CRAWLSPACE AREA = 2781 SQ. FT. / 300 =
9.27 SQ. FT OF NET VENTILATION REQ'D.
9.27 SQ. FT. DIVIDED BY .48 = 20 VENTS.
OPTION POWER VENT:
T-0" HEIGHT CRAWLSPACE = 8343 CU. FT. / 15 = 556 CFM FAN S
NOTE: VENT SIZES MAY VARY AND MESH OR LOUVERS MAY
DECREASE THE NET FREE VENTILATION AREA. CONTRACTOR
TO VERIFY CALCULATIONS AND PROVIDED NEEDED
VENTILATION BASED ON ACTUAL VENT SIZE, DESIGN, AND
LOCATION.
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-01
*16'W" CON'T.
(2) #4 CON'T.
F-02
16"x8" CON'T.
(2) #4 CON'T.
F-03
*24"x24'W"
(2) #4 EA. WY.
F-04
24"x24'W"
(2) #4 EA. WY.
F-05
*30"x30"x8"
(3) #4 EA. WY.
F-06
30"x30"x8"
(3) #4 EA. WY.
F-07
*36"x36"x8"
(3) #4 EA. WY.
F-08
36"xWW"
(3) #4 EA. WY.
F-09
80N32"x8"
(7) #4 SHORT WY.
(3) #4 LONG WY.
NOTE:
*EXTERIOR FOOTINGS SHALL BE MIN.
18" BELOW GRADE AND REST ON
BEARING SOIL.
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Dec 23 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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SHEET NO.
S5
PRINT DATE 11/11/2019 5:43:17 AM
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SOLI BLO KINGALL FLOOR FRAMING MEMBERS TO BEPONWAL9.5" BCI 6000 - 1.8
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•.
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— — — — — — — — — — LEGEND
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WALLS/ FIXTURES OVER X61
FLOOR PERIMETER FLOOR JOISTS — — — — ——
HEADERS & BEAMS O ' CONCRETE SLAB �— ------r -------— ----� ----- J--- --------
--------------------- - - - - - - -- - - - - -
- - - - - CONCRETE LANDING & STEPSHANGER SCHEDULE TO GRADE PER I.R.C._
SYM. HANGER
H-01 L70 AT SINGLE, (2) L70 AT DOUBLE
H-02 LU26/LUC26 -------------------------------- -
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H-04 LU210 / LUC210
H-05 LU210-2 / LUC210-2
H-06 ITS2.37/9.5 / IUS2.37/9.5
H-07 ITS1.81/9.5
H-08 HUCQ412-SDs
H-09 HU11
H-10 L70 EACH FACE
NOTE: HANGERS NOT CALLED OUT IN ROOF
PLAN SHALL BE PROVIDED BY TRUSS
ENGINEER • — IIIIiIL •° ,• °°i'IIIIiI
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BEAM SCHEDULE
SYM. BEAM
BM-01 4x8 DF#2 OR BETTER — — — — — — --GARAVf—J" — — L
4" CONC. SLAB. SLOPE MIN. 410 DF#2 OR BETTER PER 1'-0' TOWARDS GARAGE DOOR.
BM-03 1.75"x9.5" LVL
BM-04 1.75"x14" LVL
BM-05 3.25"x14" PSL
BM-06 3.5"x10.5" GLULAM
BM-07 3.5"x12"GLULAM
BM-08 5.5"x12" GLULAM - - - - - - - = - - - - --- - - - - - - ---F----------------------- T----
BM-09 5.5"x13.5" GLULAM �
BM-10 5.5"x15"GLULAM
BM-11 6.75"x25.5" GLULAM
BM-12 2-2x12HF#2
BM-13 1.75"x11.25"LVL 4 iiaI;�IIIIIIIi�iIIPIIIIIir
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MAIN FLOOR FRAMING
POST, CAP & BASE SCHEDULE
SYM. POST CAP BASE NOTES: SCALE: 1/4"=1'-0"
P-01 (1) 2x— STUD w/ (1) TRIMMER (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-02 2x— STUD w/ (2) TRIMMERS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER —�
P-03 (2) 2xTRIMMERS (4) 16d NAIL (HEADER) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. ---_-----
P-04 (2) 2xSTUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. ----------------------------------------
(4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C.P-05 (3) 2x_ STUDS
P-06 (4) 2x— STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C.
Ludw
P-07 (5) 2x— STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C.
P-08 44 DF#2 (4)16d NAIL (SUB FLOOR) A34 46 DF#2 4 16d NAIL BEAM 4 16d NAIL HEADER �
�16? 0
4A)6
9
9
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P-10 (4) 2x— STUDS w/ (2) TRIMMERS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-11 6x6 DF#2 (4) 16d NAIL (BEAM) (4) 16d NAIL (TOE PLATE)
P-12 (3) 2x6 LSL 1.3E FULL HEIGHT (4)16d NAIL + (2) LS50 (6) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8)16d NAILS STUD TO HEADER
STUDS w/ (2) TRIMMERS (DBL. TOP PLATE) +A35
INOTE:1 SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE
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ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING
RESUB
Dec 23 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
190807
DESIGNED BY
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DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
S6
PRINT DATE 11/11/2019 5:43:17 AM
NO CALLOUTS
SHALL BE
HEADER: BM-01
COLUMN: P-01 (ea. side)
LEGEND
TRUSSES
RAFTERS
OVER FRAMING
WALLS UNDER
WALLS/ FIXTURES OVER
HEADERS & BEAMS
FLOOR PERIMETER
FLOOR JOISTS
LANDING JOISTS
STAIR STRINGERS
LOWER ROOF LINES
FLOOR FRAMING
HANGER SCHEDULE
SYM.
HANGER
H-01
L70 AT SINGLE, (2) L70 AT DOUBLE
H-02
LU26 / LUC26
H-03
ITS2.37/14 / IUS2.37/14
H-04
LU210 / LUC210
H-05
LU210-2 / LUC210-2
H-06
ITS2.37/9.5 / IUS2.37/9.5
H-07
ITS1.81/9.5
H-08
HUCQ412-SDS
H-09
HU11
H-10
L70 EACH FACE
NOTE:
HANGERS NOT CALLED OUT IN ROOF
PLAN SHALL BE PROVIDED BY TRUSS
ENGINEER
BEAM SCHEDULE
SYM.
BEAM
BM-01
4x8 DF#2 OR BETTER
BM-02
410 DF#2 OR BETTER
BM-03
1.75"x9.5" LVL
BM-04
1.75"x14" LVL
BM-05
3.25'x14" PSL
BM-06
3.5"x10.5" GLULAM
BM-07
3.5"x12" GLULAM
BM-08
5.5"x12" GLULAM
BM-09
5.5"x13.5" GLULAM
BM-10
5.5"x15" GLULAM
BM-11
6.75"x25.5" GLULAM
BM-12
2-2x12 HF#2
BM-13
1.75'x11.25" LVL
POST, CAP & BASE SCHEDULE
SYM.
POST
CAP
BASE
NOTES:
P-01
(1) 2x— STUD w/ (1) TRIMMER
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-02
2x— STUD w/ (2) TRIMMERS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-03
(2) 2x— TRIMMERS
(4) 16d NAIL (HEADER)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-04
(2) 2x— STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-05
(3) 2x— STUDS
(4)16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-06
(4) 2x— STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-07
(5) 2x— STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-08
44 DF#2
(4)16d NAIL (SUB FLOOR)
A34
P-09
46 DF#2
(4) 16d NAIL (BEAM)
(4) 16d NAIL (HEADER)
P-10
(4) 2x— STUDS w/ (2) TRIMMERS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
p-11
6x6 DF#2
(4) 16d NAIL (BEAM)
(4) 16d NAIL (TOE PLATE)
P-12
(3) 2x6 LSL 1.3E FULL HEIGHT
STUDS w/ (2) TRIMMERS
(4)16d NAIL + (2) LS50
(DBL. TOP PLATE)
(6) 16d NAIL (TOE PLATE)
+A35
16d NAILS STAGGERED @ 12" O.C. (8)16d NAILS STUD TO HEADER
INOTE:1
SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE
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ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING
RESUB
Dec 23 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
190807
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
S7
PRINT DATE 11/11/2019 5:43:17 AM
NOTE !
ALL ROOF FRAMING MEMBERS TO BE
2x12 RAFTERS
@ 24" O.C.(U.N.O.)
NO CALLOUTS
SHALL BE
HEADER: BM-01
COLUMN: P-01 (ea. side)
LEGEND
RAFTERS
OVER FRAMING
GIRDER TRUSS
WALLS UNDER
HEADERS & BEAMS
ROOF LINES
LOWER ROOF LINES
LOWER ROOF AREA
HANGER SCHEDULE
SYM.
HANGER
H-01
L70 AT SINGLE, (2) L70 AT DOUBLE
H-02
LU26 / LUC26
H-03
ITS2.37/14 / IUS2.37/14
H-04
LU210 / LUC210
H-05
LU210-2 / LUC210-2
H-06
ITS2.37/9.5 / IUS2.37/9.5
H-07
ITS1.81/9.5
H-08
HUCQ412-SDS
H-09
HU11
H-10
L70 EACH FACE
NOTE:
HANGERS NOT CALLED OUT IN ROOF
PLAN SHALL BE PROVIDED BY TRUSS
ENGINEER
BEAM SCHEDULE
SYM.
BEAM
BM-01
4x8 DF#2 OR BETTER
BM-02
410 DF#2 OR BETTER
BM-03
1.75"x9.5" LVL
BM-04
1.75"x14" LVL
BM-05
3.25"x14" PSL
BM-06
3.5"x10.5" GLULAM
BM-07
3.5"x12" GLULAM
BM-08
5.5"x12" GLULAM
BM-09
5.5"x93.5" GLULAM
BM-10
5.5"x15" GLULAM
BM-11
6.75"x25.5" GLULAM
BM-12
2-2x12 HF#2
BM-13
1.75'x11.25" LVL
POST, CAP & BASE SCHEDULE
SYM.
POST
CAP
BASE
NOTES:
P-01
(1) 2x— STUD w/ (1) TRIMMER
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-02
2x— STUD w/ (2) TRIMMERS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
P-03
(2) 2x— TRIMMERS
(4) 16d NAIL (HEADER)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-04
(2) 2x— STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-05
(3) 2x— STUDS
(4)16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-06
(4) 2x— STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-07
(5) 2x— STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-08
44 DF#2
(4)16d NAIL (SUB FLOOR)
A34
P-09
46 DF#2
(4) 16d NAIL (BEAM)
(4) 16d NAIL (HEADER)
P-10
(4) 2x— STUDS w/ (2) TRIMMERS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
p-11
6x6 DF#2
(4) 16d NAIL (BEAM)
(4) 16d NAIL (TOE PLATE)
P-12
(3) 2x6 LSL 1.3E FULL HEIGHT
STUDS w/ (2) TRIMMERS
(4)16d NAIL + (2) LS50
(DBL. TOP PLATE)
(6) 16d NAIL (TOE PLATE)
+A35
16d NAILS STAGGERED @ 12" O.C. (8)16d NAILS STUD TO HEADER
INOTE:1
SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE
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 IN COMPLIANCE
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 OVERALL SUPPORTS.
• PROVIDE MIN. 22"00" 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.
PROVIDE A COMBINATION OF ROOF JACKS OR CONTINUOUS RIDGE VENTING
ALONG WITH EAVE VENTS.
AF50 JACK VENTS =. 333 SQ. FT. NET FREE AREA.
EAVE BIRD BLOCKS = .074 SQ. FT. NET FREE AREA.
CORAVENT V300 = .094 SQ. FT. NET FREE AREA PER L.F.
ROOF
ROOF AREA = 4697 SQ. FT. / 300 = 15.66 SQ. FT. / 2 = 7.83 SQ. FT.
OF REQUIRED VENTING IN BOTH
UPPER 40-50% OF ROOF AND IN LOWER 50-60% OF ROOF.
IN UPPER 40-50% OF ROOF TOTAL SQ. FT. REQUIRED / .094
= 83.3 LIN. FT. OF CORAVENT V300.
IN LOWER 50-60% OF ROOF TOTAL SQ. FT. REQUIRED / .074
= 106 EAVE BIRD BLOCKS
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19 8
46411
a 'PipGI5T
10NAL
ELECTRONIC COPY
ORIGINAL ON FILE AT
ROSS ENGINEERING
RESUB
Dec 23 2020
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
190807
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
S8
PRINT DATE 11/11/2019 5:43:17 AM