APPROVED BLD FIR PLN_BLD2020-0440 ARCHITECTURAL PLANSGENERAL NOTES
GENERAL REQUIREMENTS
ALL WORK SHALL COMPLY WITH THE 2015 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN),
INTERNATIONAL RESIDENTIAL CODE (ORDINANCE), MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE,
INTERNATIONAL MECHANICAL CODE, NATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY STATE
AND LOCAL AMENDMENTS. AND ANY APPLICABLE LAND USE CODE.
THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO
CONSTRUCT A WEATHER TIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND
WATERPROOFING DETAILS AND CONSTRUCTION OF THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE
RESPONSIBILITY OF THE OWNER/BUILDER AND THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER
REQUIREMENTS, BUILDING CODE REQUIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE.
THE DESIGNER HAS NOT BEEN CONTRACTED TO PERFORM CONSTRUCTION ADMINISTRATION SERVICES OR
CONSTRUCTION OBSERVATION SERVICES FOR THIS PROJECT AND IS NOT LIABLE OR RESPONSIBLE FOR
DETERMINING ADEQUACY OF CONSTRUCTION OF BUILDING ENVELOPE OR DETAILS. THE OWNER/BUILDER SHALL
BE RESPONSIBLE FOR INSPECTING AND VERIFYING THAT ALL FLASHING, WEATHERPROOFING, ROOFING AND
WATERPROOFING DETAILS ARE BUILT CORRECTLY AND MEET OWNER/BUILDER'S APPROVAL BEFORE BEING
COVERED BY SUBSEQUENT CONSTRUCTION WORK. USE OF THESE PLANS BY ANYONE OTHER THAN THE
INTENDED OWNER/BUILDER IS NOT PERMITTED.
ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE.
SITE WORK
1. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING WITH COURSE GRANULAR FILL. (1 1/2-3/8 CLEAN
WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FINISHED GRADE.) PROTECT DRAIN TILE AND
WATERPROOFING.
2. ROUGH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS
BELOW FROST LINE FOR STORM DRAINS, WATER LINES, SEWERS, AND IRRIGATION SLEEVES.
3. PROVIDE PERFORATED PLASTIC PIPE FOUNDATION DRAINS WHERE SHOWN IN DRAWINGS. CONNECT TO
ROOF AND STORM WATER SYSTEM. IN JURISDICTIONS REQUIRING SEPARATE ROOF DRAIN LINES, PROVIDE
TIGHT LINE CONNECTED TO ROOF DRAINS IN ADDITION TO PERFORATED DRAIN LINES.
4. ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ENGINEER AND INSTALLED PER
APPLICABLE CODE.
AREA CALCULATIONS
HEATED AREAS - MAIN HOUSE
2ND FLOOR
MAIN FLOOR
TOTAL
HEATED AREAS - A.D.U.
2ND FLOOR
MAIN FLOOR
TOTAL
SMALL GARAGE
SHOP
COVERED BACK PATIO
COVERED FRONT PORCH
SQUARE FOOTAGE
1615
1547
3162
727
70
797
315
1324
473
266
DRAWING INDEX
MECHANICAL
1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT, EXPERIENCED PLUMBER AND IN
SHEET NO.
DESCRIPTION
ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND LOCAL CODES.
Al
COVER SHEET, INDEX, GENERAL NOTES
2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL
A2
ENERGY CALCULATIONS
CONTRACTOR IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE, 2015 IRC, AND LOCAL CODES.
A3
ELEVATIONS
PROVIDE DOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE
WASHINGTON STATE ENERGY CODE. WHEN INSTALLED IN GARAGE, HEATING UNITS SHALL BE PLACED SUCH
A4
ELEVATIONS
THAT ALL PILOT LIGHTS, BURNERS, HEATING ELEMENTS, OR SWITCHES ARE LOCATED A MIN. OF 18" ABOVE THE
A5
MAIN FLOOR PLAN
GARAGE FLOOR.
A6
2ND FLOOR PLAN
A7
BUILDING CROSS SECTION/ MISC. DETAILS
THERMAL AND MOISTURE
S1
STRUCTURAL NOTES/SCHEDULES
S2
STRUCTURAL DETAILS
1. INSULATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE
S3
BUILDING CROSS SECTION, SHEARWALL & HOLDOWN LOCATIONS
OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE SHOWN ON
S4
FOUNDATION PLAN
PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET.
2. APPLY 1 COAT (MIN) HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION
S5
MAIN FLOOR FRAMING
WALLS, FROM FOOTING TO FINISHED GRADE AT FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE
S6
2ND FLOOR FRAMING
INTERIOR SPACES AND FLOORS BELOW GRADE.. (R406.1)
3. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER
S7
ROOF PLAN
MANUFACTURER'S INSTRUCTIONS.
4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS, LAPPED AT ALL SPLICES
AND OVER FOOTINGS.
FINISHES
GARAGE CEILINGS BENEATH HABITABLE SPACES SHALL BE COVERED WITH 5/81, TYPE "X" GYPSUM WALL BOARD.
GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH 5/81' GYPSUM WALL BOARD.
WALLS AND STRUCTURE SEPARATING RESIDENTIAL AND GARAGE SPACES SHALL BE COVERED WITH 1/2" GYPSUM
WALL BOARD. ALL GARAGE GYPSUM WALLBOARD SHALL HAVE JOINTS FIRETAPED WITH NAILS SET AND
COMPOUNDED. ALL OTHER WALLS SHALL RECEIVE 1/2" GYPSUM WALLBOARD. CEILINGS WITH JOISTS/ TRUSS
SPACES GREATER THAN 16" SHALL RECEIVE 5/8" GYPSUM WALLBOARD OR 1/2" GYPSUM CEILING BOARD. WALLS
SURROUNDING TUBS OR SHOWERS SHALL BE COVERED WITH WATER-RESISTANT GYPSUM WALL BOARD. WATER-
PROOF SURFACE TO A HEIGHT OF 72" ABOVE ADJACENT FLOOR. ANY CEMENT PLASTER OR STUCCO SHALL BE
INSTALLED IN ACCORDANCE WITH NORTHWEST WALL AND CEILING BUREAU RECOMMENDATIONS FOR MATERIALS,
BACKING, LATH, APPLICATION TECHNIQUES, AND FINISHES.
ELECTRICAL
SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED ELECTRICAL CONTRACTOR IN
ACCORDANCE WITH MOST CURENT STATE AND LOCAL ELECTRICAL CODE. ELECTRICAL SCHEMATICS PROVIDED IN
THIS SET OF PLANS ARE FOR REFERENCE LAYOUT ONLY.
FIRESTOPPING
FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND
HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND
THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING
LOCATIONS:
1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 10'-0"
HORIZONTALLY, AND AT THE CEILING AND FLOOR LEVEL.
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT
SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL
CAVITIES IN LINE WITH STRINGERS.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH
NON-COMBUSTABLE MATERIALS.
MISCELLANEOUS
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING.
2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND
ELECTRICAL WORK.
3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH (R314) SMOKE DETECTORS TO BE HARD WIRED AND
INTERCONNECTED. (R314.4, R314.5). A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND
OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. (R314) CARBON MONOXIDE
ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN THE VICINITY OF THE
BEDROOMS. (R315)
4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE
BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS.
5. EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER -FLASHED IN SUCH A MANNER AS TO
MAKE THEM WATERPROOF. ROOF FLASHING PER R903.
6. GUARDRAILS TO BE A MIN. OF 36" ABOVE FINISH FLOOR. (R312) (EXCEPTIONS TO COMMERCIAL PER I.B.C.)
7. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4" IN DIAMETER
CANNOT PASS THROUGH.
8. BEDROOM EMERGENCY EGRESS WINDOWS MUST HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. MINIMUM
NET CLEAR OPENABLE WIDTH OF 20" AND MIN. NET CLEAR OPENING HEIGHT OF 24". MAX. FINISHED HEIGHT OF
44" FROM FINISHED FLOOR TO BOTTOM OF CLEAR OPENING (R310.1).
RESIDENTIAL SPRINKER
REQUIRED AT MAIN HOUSE AND COVERED REAR PATIO.
NOT REQUIRED AT ACCESSORY DWELLING UNIT.
SYMBOL LEGEND
OO
CARBON MONOXIDE DETECTOR
INTERCONNECTED 110v w/ BATTERY BACKUP
C.O.
CAN BE COMBINED w/ S.D.
O
SMOKE DETECTOR
INTERCONNECTED 110v w/ BATTERY BACKUP
S.D.
O
EXHAUST FAN (VENT TO OUTSIDE)
OKEYNOTE
1t STRUCTURAL POST
101
DOOR SCHEDULE SYMBOL
11
WINDOW SCHEDULE SYMBOL
REVISION- SEE DESCRIPTION IN
TITLE BLOCK
SIIV�
DETAIL SYMBOL
1
-
SIMILAR DETAIL
A101
DETAIL NO.
SHEET NO.
Sim
l
A101
BUILDING CROSS SECTION
DETAIL NO.
SHEET NO.
Room name— ROOM NAME
ROOM NUMBER
(IF SCHEDULED)
Know what's b@IOW.
STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO
Call before you dig. LOCATE ALL UNDERGROUND UTILITIES.
COONS RESIDENCE
8427 202ND STREET S.W., EDMONDS., WA 98026
Approved by Fire
ov AFM ..ter_,
A residential fire sprinkler system is required. A
recommended flow -through design will meet
specifications and reduce equipment and
continuing maintenance requirements.
ECDC19.05.020B2. 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.
APPROVED
PLANS MUST BE
ON JOB SITE
City of Edmonds
Building Department
APPROVED Plans
ALL WORK SUBJECT
TO FIELD
INSPECTION FOR
CODE COMPLIANCE
City
Of Edmonds
Building Department
Work
SFR
Address
8427 202ND ST SW
Owner
---------------------
COONS
---------------
pp �----------------------
Approved Date.,
-------
02-22-2021
----------------
Building Official
lcemmr &LOONLI�16(
Permit Number
BLD2020-0440
U
Z
N
00
M
Z Q E
J W d m
W N
GS
O _j
J
JL�
U � �o
C) (OD
Z W O .
uJ N m
o aa)
W m
J p
W a
H
E
O
U
C
C
O
N
Z
N) �o
oZ`p Uo�O mo�an
N Q- -° N F O pO L p E
o
s. 55
N_ 2
U.S E w
w a E
a dy
p W w° O O N U E o O, c 3 cm:4 O U
W OmL. E 5,��'�
F Zno �� mm > E,�a�
LU
N
V00
C)
z
Q
LU
U
Q
0
Z z
O
cf)
O 0
w
LU
oc
W Co
_ w
Cj)
Z w
Z 0�
W W
0
0
06 z
0
CV
c)
CN
V
a r'-
00
CU
c
0
M
0
z
PROJECT NO.
200101
REVISED
02/08/21
DESIGNED BY
TL
DRAWN BY
TL & RIM
CHECKED BY
TL
SHEET NO.
Al
PRINT DATE 2/8/2021 8:22:56 AM
RESUB
Feb 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
W
U)
Z)
0
z
a
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
120 135
135
6001-7500
90
105
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 = 3157 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.
USE (2) 180 CFM WHOLE HOUSE FANS INTERCONNECTED w/ TIMER CONTROL AT 2ND FLOOR BATH.
TOTAL HEATED FLOOR AREA = 797 SQ. FT. BEDROOMS = 1
WHOLE HOUSE VENTILATION SIZE = 30 CFM X 4 (25% PER 4-HOUR) = 120 TOTAL CFM FAN(s) SIZE.
INTEGRATED FURNACE OUTSIDE AIR INTAKE WITH EXHAUST FANS AS NOTED IN PLAN.
MULTIPLE WHOLE HOUSE VENTILATION FANS TO BE INTERCONNECTED TO OPERATE SIMULTANEOUSLY.
2015 WASHINGTON STATE ENERGY CODE
MISC. ENERGY CODE NOTES
A permanent certificate shall be completed and posted on or within three feet of the electrical distribution panel b the builder or registered
P P P P Y 9
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).W here required by the code official, testing shall be
conducted by an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
Where the primary heating system is a forced -air furnace, at least one thermostat per dwelling unit shall be capable of controlling the
heating and cooling system on a daily schedule to maintain different temperature set points at different times of the day. Specifics and
Exceptions see SEC.
DUCT SEALING AND TESTING
All ductwork shall be sealed and tested per R403.2.2.
FENESTRATION
ALL FENESTRATION SHALL BE N.F.R.C. CERTIFIED
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 PLATES
Q.W.B.
3ID R-10 INSULATION
ALLIED IN CAVITY BETWEEN
)ER AND INTERIOR G.W.B.
)ER PER PLAN
yyttyJOW FINISH AND TRIM
PER MISC. DETAILS.
TY.P. HEADE.RI.NSULATION
1 1 /211 = 1 I_011
FENENSTRATION CALCULATIONS
AD U
GLAZING 70 SF
LESS EXEMPT GLAZING -00 SF
PLUS GLAZED DOORS 24 SF
PLUS OTHER EXTERIOR DOORS 21 SF
TOTAL FENESTRATION: 115 SF
FENENSTRATION CALCULATIONS
MAIN HOUSE
GLAZING 478 SF
LESS EXEMPT GLAZING -00 SF
PLUS GLAZED DOORS 24 SF
PLUS OTHER EXTERIOR DOORS 45 SF
NOTE:
SEE SHEET A7 FOR ADDITIONAL
INSULATION LOCATIONS AND
DETAILS.
PRESCRIPTIVE ENERGY CODE - MAIN HOUSE HEATING SIZE - MAIN HOUSE
Prescriptive Energy Code Compliance for All Climate Zones in Washington
Project Information Contact Information
COONS RESIDENCE - MAIN HOUSE MARK & JENNIFER COONS
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 - - - - - - - - - - - - - - - Date ---------------------------
All Climate Zones
R-Value'
U-Factory
Fenestration U-Factor'
n/a
0.30
Skylight U-Factor
n/a
0.50
Glazed Fenestration SHGC''
n/a
n/a
Ceiling'
49'
0.026
Wood Frame Wallg` u
21 int
0.056
Mass Wall R-Value'
21/21h
0.056
Floor
30g
0.029
Below Grade Wall-
10/15/21 int + TB
0.042
Slabd R-Value & Depth
10, 2 ft
n/a
I able K4U2.1.1 ana I able K4U2A.3 rOOmotes mciucea on rage z.
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.
212. Medium Dwelling Unit: 3.5 credits
All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall
require 2.5 credits.
❑ 3. Large Dwelling Unit: 4.5 credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
❑ 4. Additions less than 500 square feet: .5 credits
Table R406.2 Summary
0ntion Descrintion
Credits)
1a
Efficient Building Envelope 1a
0.5
lb
Efficient Building Envelope 1 b
1.0
1c
Efficient Building Envelope 1c
2.0
1d
Efficient Building Envelope 1d
0.5
2a
Air Leakage Control and Efficient Ventilation 2a
0.5
2b
Air Leakage Control and Efficient Ventilation 2b
1.0
2c
Air Leakage Control and Efficient Ventilation 2c
1.5
3a
High Efficiency HVAC 3a
1.0
3b
High Efficiency HVAC 3b
1.0
3c
High Efficiency HVAC 3c
1.5
3d
High Efficiency HVAC 3d
1.0
4
High Efficiency HVAC Distribution System
1.0
5a
Efficient Water Heating 5a
0.5
5b
Efficient Water Heating 5b
1.0
5c
Efficient Water Heating 5c
1.5
5d
Efficient Water Heating 5d
0.5
6
Renewable Electric Energy
0.5
Total Credits
*Please refer to Table R406.2 for complete option descriptions
Lj
El
El
O 0.5
El
El
p 1.0
11
13
El
p 0.5
11
0 1.5
El
*1200 kWh 0.0
3.50
imple Heating System Size: Washington State
its heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) and ACCA
anuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling
ads.
ease fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section,
)me values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension
ogram at (360) 956-2042 for assistance.
Project Information
Contact Information
COONS RESIDENCE - MAIN HOUSE
IMARK & JENNIFER COONS
Heating System Tvpe: O All Other systems
0 Heat Pump
To see detailed instructions for each section, place your cursor on
the word "Instructions'.
Design Temperature
Instructions
j Design Temperature Difference (AT)
46
EdmoMs
j nT = Indoor (70 degrees) - Outdoor Design
Temp
Area of Building
Conditioned Floor Area
Instructions Conditioned Floor Area (sq ft)
3,162
Average Ceiling Height
Conditioned Volume
Instructions Average Ceiling Height (ft)
8.7 27,509
Glazing and Doors
U-Factor X Area =
UA
Instructions
u-o Bo
0.300 547
164.10
Skylights
U-Factor X Area =
UA
n,struceons
0.50 0�
---
Insulation
Attic
U-Factor X Area =
UA
Instructions `Rya
-.� 0.026 1,858
48.31
Single Rafter or Joist Vaulted Ceilings
U-Factor X Area
UA
Instructions
No Vaulted Ceilings in this project.
Above Grade Walls (see Figure 1)
U-Factor X Area
UA
_
Instructions R-21 Intermediate
. l 0.056 4,300
240.80
Floors
U-Factor X Area
UA
Instructions (
l 0.029 1,873
54.32
R-30
Below Grade Walls is -Fig- 1)1)
U-Factor X Area
UA
Instructions "de
0.028 0�
No walls in this project.
..
Slab Below Grade sasFi ure i
F-Factor X Length
UA
Instructions
, 0.303 0�
---
No Slab Below Grade in this project.
.
Slab on Grade (se.F ure i)
F-Factor X Length
UA
Instructions
l
No Slab on Grade in this project.
.
--------
Location of Ducts
Instructions
Duct Leakage Coefficient
Unconditioned Space
-
1.10
Sum of UA
507.53
Envelope Heat Load
23,346 Btu / Hour
Fioure 1.
Sum of ua X AT
Air Leakage Heat Load
VolumeX 0,6XDTX.018
13,667 Btu / Hour
Above Gratle
Building Design Heat Load
37,013 Btu / Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load
40,714 Btu / Hour
Ducts in unconditioned space: Sum of Building Heat Loss X 1,10
Ducts in conditioned space: Sum of Building Heat Loss
X i
Maximum Heat Equipment Output
50,893 Btu / Hour
Building and Duct Heat Loss X 140 for Forced Air Furnace
Building a,d Duct Heat Loss X 1.25 for Heat Pump
(07101113)
ENERGY CREDITS
2a
AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION )a:
0.5
�•
Compliance based oil R402.4.1.�. Reduce the tested au' leakage _ .0 all• changes per
P ' � p
hour maxiintim
and
All whole house ventilation requirements as determined by Section N11507.3 of the
International Residential Corte shall be met with a high efficiency fan (maxilnlun 0.35
watt.s./cfin), not interlocked with the fin- lace fail. Ventilation systems using a Airnace
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
being selected and shall specify the inaximmu tested btlllding air leakage and shall
show the qualifying ventilation system.
3a
HIGH EFFICIENCY HVAC EQUIPR•IENT 3a:
1.0
Gas. propane or oil -fired furnace with miniinuin AFLJE of 94%, or
Gas, propane or oiled -fired boiler with mininlain AF't?E of 92° o
To qualify to claiin this credit, the building permit drawings shall specify the option
benig selected and shall specify the heating egttlpment Type and the mininmin
e iii inent efficiency.
5a
EFFICIENT «ATER HEATING 5a:
C).5
All showerhead and kitchen sink faucets installed in the hotise 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 permit drawings shall specify the option
being selected and shall specify the inaxinuini flow rates for all showerheads, kitchen
sink faiicets. and other Iavatoiv faucets.
5c
EFFIC'IENT WATER HEATING 5c:
1.5
Water heating system shall inchide one of the following:
Gas, propane or oil water heater with a ininimtim EF of 0.91
01'
Solar water heating stipplementing a miniumin standard water heater. Solar water
heating Grill provide a rated minimum savings of 85 theinis or 2000 kNX1 based oil the
Solar Rating and Certification Corporation (SRCC) Annual Performance of OG-300
Certified Solar Water Heating Systems
01'
Electric heat pump water heater with a rluniinum EF of 2.0 and meeting the standards
ofNEEA's Northern Climate Specifications for Heat Ptinlp Water Heaters
To gtialify to claim this credit, the building permit drawings shall specify the option
being selected and shall specify the water heater equipment type and the minimum
equipment efficiency and, for solar water heating systems, the calculation of the
niinimiim enemy saviii2s.
PRESCRIPTIVE ENERGY CODE - A.D.U.
Prescriptive Energy Code Compliance for All Climate Zones in Washington
P 9Y P 9
Project Information Contact Information
COONS RESIDENCE - ASSESSORY DWELLING MARK & JENNIFER COONS
This project will use the requirements of the Prescriptive Path below and incorporate the
P l q P P
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 __________________________________________ Date ___________________________
All Climate Zones
R-Valuey
U-Factory
Fenestration U-Factor'
n/a
0.30
Skylight U-Factor
n/a
0.50
Glazed Fenestration SHGC"'
n/a
n/a
Ceiling'
49
0.026
Wood Frame wallgm'°
21 int
0.056
Mass Wall R-Value'
21/21'
0.056
Floor
30'
0.029
Below Grade Wallc'm
10/15/21 int +TB
0.042
Slab' R-Value & Depth
10, 2 ft
n/a
I able K4U2.1.1 and able K4U2.1.3 l-ootnotes Included on Page 2.
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
O 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.
❑ 2. Medium Dwelling Unit: 3.5 credits
All dwelling units that are not included in #1 or #3. Exception: Dwelling units serving R-2 occupancies shall
require 2.5 credits.
❑ 3. Large Dwelling Unit: 4.5 credits
Dwelling units exceeding 5000 square feet of conditioned floor area.
❑ 4. Additions less than 500 square feet: .5 credits
Table R406.2 Summary
Ontinn nascrintinn
(� rllt(Ci
1a
Efficient Building Envelope 1a
0.5
1b
Efficient Building Envelope 1b
1.0
1c
Efficient Building Envelope 1c
2.0
1d
Efficient Building Envelope 1d
0.5
2a
Air Leakage Control and Efficient Ventilation 2a
0.5
2b
Air Leakage Control and Efficient Ventilation 2b
1.0
2c
Air Leakage Control and Efficient Ventilation 2c
1.5
3a
High Efficiency HVAC 3a
1.0
3b
High Efficiency HVAC 3b
1.0
3c
High Efficiency HVAC 3c
1.5
3d
High Efficiency HVAC 3d
1.0
4
High Efficiency HVAC Distribution System
1.0
5a
Efficient Water Heating 5a
0.5
5b
Efficient Water Heating 5b
1.0
5c
Efficient Water Heating 5c
1.5
5d
Efficient Water Heating 5d
0.5
6
Renewable Electric Energy
0.5
Total Credits
*Please refer to Table R406.2 for complete option descriptions
El
El
El
El
El
El
O 1.5
11
*1200 kWh 0.0
1.50
Sim
HEATING SIZE - A.D.U.
Size: Washinaton State
Please fill out all of the green drop -downs and boxes that area applicable to our project. As you make selections in the drop -downs for each section
9 P PP Y P 1 Y P
some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension
Program at (360) 956-2042 for assistance.
COONS RESIDENCE -ACCESSORY DWELLING UNIT
MARK & JENNIFER COONS
Heating System Type: O All Omer systems
0 Heat Pump
To see detailed instructions for each section, place your cursor on
the word "Instructions'.
Design Temperature
Instr-tiOrIs
Design Temperature Difference (AT)
46
l Edmonds
DT = Indoor (70 degrees) - Outdoor Design
Temp
Area of Building
Conditioned Floor Area
Instructions Conditioned Floor Area (sq ft)
797
Average Ceiling Height
Conditioned Volume
Instructions Average Ceiling Height (ft)
7.9 6,296
Glazing and Doors
U-Factor X Area =
UA
Instructions
6u-o.3o
. I 0.300 115
34.50
Skylights
U-Factor X Area =
UA
Instructions
0.50 0�
---
Insulation
Attic
U-Factor X Area =
UA
Instructions L,R49
�', 0.026 727
18.90
Single Rafter or Joist Vaulted Ceilin s
U-Factor X Area
UA
Instructions
0
No Vaulted Ceilings in this project.
. ---
Above Grade Walls see Figure 1/
U-Factor X Area
UA
Instructions -R-21 Intermediate
.� 0.056 1,209
67.70
Floors
U-Factor X Area
UA
Instructions `30
J 0.029 727
21.08
Below Grade Walls (see Figure 1)
U-Factor X Area
UA
Instructions
0.028 0�
No Below Grade Walls in this project.
Slab Below Grade (seeFIours 1
F-Factor X Length
UA
Instructions
, 0.303 0�
---
No Slab Below Grade in this project.
.
Slab on Grade (sae Flours i)
F-Factor X Length
UA
Instructions
R-10 Fully Insulated
, 0.360 39
14.04
Location of Ducts
Instructions
Duct Leakage Coefficient
Unconditioned Space
. I
1.10
Sum of UA
156.23
Envelope Heat Load
7,187 Btu / Hour
Figure 1.
SnmofUAXAT
Air Leakage Heat Load
VolumeX 0.6XATX.018
3,128 Btu / Hour
Above Grade
Building Design Heat Load
10,315 Btu / Hour
Air Leakage + Envelope Heat Loss
Building and Duct Heat Load
11,346 Btu/Hour
Ducts in unconditioned space: Sum of Building Heat Loss X 1.10
Ducts m conditioned space: Sum of Building Heat Loss
X i
Maximum Heat Equipment Output
14,182 Btu / Hour
Building and Duct Heat Loss X 1,40 for Forced Air Furnace
Building and Duct Heat Loss X 1.25 for Heat Pump
(07101113)
U
Z N
co
cc
C)
C)
Z < E
a 3:°
w a I
O
U J �
Ln�o
Mew
Z co C4
Wco
� O
W In
O
W a
E
0
U
C
.�
H
0
C
4)
U °'aias iu a�-allou, `oo
Z ofyo m" c a1 O m m m m ow--
'Z`o�o202-E-m@umioacim�-
Namc'�''OL~O���YUEaai�o
=0Q ao-cnS 0 c m cUi 76 `off ami �"u
20,Qz 2��mcy2s �<aSEy
aw� :Eo- V).. amicrcn-=°o
OLu Uo oL' oUoo.�oc 3c oca
UJJi- 5 c aoU �-am mU ya o
F oaoa�� ��2oEE�
m
LU
N
V
00
Z
Q
UJi0
Q
Z z
o °
Cn
O o
w
UJ
W 3:
W Cn
U.
Cn
Z w
Z I..L
Z
LU U)
0
%0 08
10
N
O
V
Q
00
f6
C
O
O
Z
PROJECT NO.
200101
REVISED
12/15/19
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
A2
PRINT DATE 9/4/2020 6:50:17 AM
RESUB
Feb 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
HANDRAIL, GUARD AND
BALUSTERS TO CONFORM TO RESIDENTIAL STAIRS TO BE
I.R.C. OPENINGS SPACED MIN. 36" (CLR) WIDE.
SUCH THAT A 4" SPHERE
CANNOT PASS THROUGH. -
i
2
CV
M
z
0
--
1 1/4" DIA. MIN; 2" DIA. MAX.
HANDRAIL w/ RETURNS TO
WALL.
DBL. JOIST
(U.N.O.IN PLAN)
41fol
TRIANGLE FORMED BY
TREAD AND RISER SHALL
NOT ALLOW A 6" SPHERE
TO PASS THROUGH.
w
10" MIN.
\
v
CM
TREAD
II �I
FIRE BLOCK BETWEEN STUD
3/4" MIN; BAYS AT WALLS IN CONTACT
1 1/4" MAX. WITH STRINGERS.
NOSING
1/2" MIN. PLYWOOD
RISERS
STAIR DETAIL
3/4" = 1'-0"
BASE
4 3/4"
& COLUMN-
SIMPSON
LUS210 JOIST
HANGER
- SIMPSON A35
EACH SIDE OF
STRINGERS
- (1) LAYER
1/2" GWB
2x12 STRINGERS
PER PLAN
APPROVED BY PLANNING
MAIN FLOOR AL
101' - 0"
Mar 04 2021
Max. He' ht
124' - 10"
ru Top of highest ridge
73
95
nnn
41
C
I
..i
LEI 0
■i�i■ ni■i■ ■ • • mill ■ ■ ■ 1 I ■ ME
■ ■ �_ �_
■•I •I
■��■ ■��I■ ■��■ - - - - - - - - - 111111111111 111 I,■��■I 11 111111111111 ■��■
= ��� E ���■ ���IIIIIIIIIIIIIIIIIIIIIIIIIIIIII���IIIC__�l1111111111111 ���
��� � �--� Gig -■�=_-■�=�■1■
m m:.
1/4" = 1'-0"
NORTH ELEVATION
% 1/4" = 1'-0"
AFT CEILING 5 120' - 0 3/4"
OFT FLOOR �
113' - 0 3/4"
AGE PLATE
111' - 10"
U
z
N
W
O
W
z
rn
a E
a
�0
way
5�,�a
O
-j
JL
U
2LO�
'n CO 2
z
W N ..
W
11 .m
o W
W
m
O
W
a
F
All
O
H
Q)
L
-Iwo
z c,
C
0
�
OJoyrnQcoa_m mo�m�mR
OULL"O "' � ".�. � C y OL �'100•
C
U
O Um
£O
oCNNWmHC U
C
oL.2p
UU O
aw
W OEJ 2,NZ
a
H
WN
V00
0
z
Q
Lu
u
Q
0
Z Z
O 75
cj)V
O 0
W
LU
W co
W
cj)
Z Lu
Z
W Cj
0
0
06 Z
CV
O
V
a It
00
0
O
Mn
0
z
PROJECT NO.
200101
REVISED
02/08/21
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
PRINT DATE 2/8/2021 8:17:53 AM
RESUB
Feb 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
Max. Hei ht
124' - 10"
Tp
of highest ridge
4' - 7 3/4"
co
j 2ND FLOOR PLATE
v 119' - 2 7/8"
(ilk 2ND FLOOR
110' - 1 1/8
AIN FLOOR
1 1 ; ��-�
.•
Ave
•• 1
DOOR SCHEDULE
SYM. NO.
WIDTH
HEIGHT
COMMENTS
MAIN FLOOR
D1
3' - 0"
8' - 0"
TEMP. GLASS (U=0.30)
SOLID CORE ENTRY DOOR w/ TEMP. GLASS LITES
PER OWNER SPECS.
D2
3' - 0"
8' - 0"
D3
10'-0"
8'-0"
D4
2' - 8"
8' - 0"
1 3/8" SOLID CORE w/ SELF CLOSING MECHANISM
D5
2'-8"
8'-0"
D6
5'-0"
8'-0"
D7
2'-6"
8'-0"
D8
2'-8"
8'-0"
D9
2'-6"
8'-0"
D10
18'-Off
10'-0"
D11
2' - 8"
8' - 0"
1 3/8" SOLID CORE w/ SELF CLOSING MECHANISM
D12
3' - 0"
8' - 0"
SOLID CORE ENTRY DOOR w/ TEMP. GLASS LITES
PER OWNER SPECS.
D13 6'-0" 8'-Of'
2ND FLOOR
D14 3'-0" 6'-8"
D15 2'-6" 6'-8"
D16 2'-6" 6'-8"
D17 2'-6" 6-8"
D18
2'-6"
6-8"
D19
2'-6"
6'-8"
POCKET DOOR
D20
2' - 6"
6' - 8"
D21
2'-6"
6'-8"
D22
2'-6"
6'-8"
D23
5'-0"
6'-8"
D24
2'-6"
6-8"
D25
2'-8"
6-8"
D26
2' - 4"
6' - 8"
LOFT FLOOR
D27
2'-4"
6'-8"
D28
3' - 0"
6' - 8"
SOLID CORE DOOR w/ LOCKING DEADBOLT
D29
6'-0"
6'-8"
D30
5'-0"
6-8"
D31
2'-8"
6-8"
D32
2'-6"
6'-8"
I 1
�1
m ' �M ■
i
/
LE
1 ■ ■■ ■iiiii=■ ■■ ■ ■■ ■ ■■ ■0■ ■■ ■ ■■ ■ ■■ ■i=■ ■■ ■ ■■ ■ ■■ ■iiiii=■ ■■ ■ ■■ ■ ■■ ■0■ ■■ 1 1
• 1
LOFT CEILING
120' - 0 3/4"
0
M
cV
LOFT FLOOR
I III III III III III III III III III III III III III III III III III III III III III III III III III III III III III-
EAST ELEVATION
2 3/16" = 1'-0"
WINDOW SCHEDULE
SYM. NO. WIDTH HEIGHT AREA TYPE U-VALUE COMMENTS
MAIN FLOOR
1
T - 0"
5' - 0"
15 SF
SINGLE HUNG
0.30
2
3' - 0"
5' - 0"
15 SF
SINGLE HUNG
0.30
0.30
3
4' - 6"
6' - 0"
27 SF
PICTURE
4
4' - 6"
6- 0"
27 SF
PICTURE
0.30
5
4' - 6"
6' - 0"
27 SF
PICTURE
0.30
6
3' - 0"
2' - 0"
6 SF
PICTURE
0.30
TEMP. GLASS
7
3' - 0"
2' - 0"
6 SF
PICTURE
0.30
TEMP. GLASS
8
3' - 0"
5' - 0"
15 SF
CASEMENT - SINGLE
0.30
9
3' - 0"
5' - 0"
15 SF
PICTURE
0.30
10
3' - 0"
5' - 0"
15 SF
CASEMENT - SINGLE
0.30
11
3' - 0"
5' - 0"
15 SF
PICTURE
0.30
12
3' - 0"
3' - 0"
9 SF
CASEMENT -SINGLE
0.30
13
3' - 0"
3' - 0"
9 SF
CASEMENT -SINGLE
0.30
14
8' - 0"
5' - 0"
40 SF
CASEMENT/PICTURE/CASEMENT
0.30
15
2' - 0"
5' - 0"
10 SF
SINGLE HUNG
0.30
2ND FLOOR
16
3' - 0"
5' - 0"
15 SF
SINGLE HUNG
0.30
17
3' - 0"
5' - 0"
15 SF
SINGLE HUNG
0.30
18
5' - 0"
3' - 0"
15 SF
SLIDER
0.30
TEMP. GLASS
19
4' - 0"
4' - 0"
16 SF
SLIDER
0.30
20
3' - 0"
4' - 0"
12 SF
PICTURE
0.30
21
3' - 0"
4' - 0"
12 SF PICTURE
0.30
WINDOW SCHEDULE
SYM. NO.
WIDTH
HEIGHT
AREA
TYPE
U-VALUE
COMMENTS
22
3' - 0"
5' - 0"
15 SF
SINGLE HUNG
0.30
23
4' - 0"
3' - 0"
12 SF
PICTURE
0.30
24
2' - 0"
2' - 0"
4 SF
PICTURE
0.30
25
2' - 0"
2' - 0"
4 SF
PICTURE
0.30
26
2' - 0"
2' - 0"
4 SF
PICTURE
0.30
27
5' - 0"
4' - 0"
20 SF
SLIDER
0.30
28
3' - 0"
5' - 0"
15 SF
SINGLE HUNG
0.30
29
2' - 0"
3' - 0"
6 SF
SINGLE HUNG
0.30
TEMP. GLASS
30
3' - 0"
4' - 0"
12 SF
SLIDER
0.30
48" OFF LANDING - (TEMP. GLASS)
31
5' - 0"
5' - 0"
25 SF
PICTURE
0.30
32
2' - 4"
5' - 0"
12 SF
CASEMENT - SINGLE
0.30
33
2' - 4"
5' - 0"
12 SF
CASEMENT - SINGLE
0.30
34
2' - 0"
2' - 0"
4 SF
PICTURE
0.30
35
2' - 0"
2' - 0"
4 SF
PICTURE
0.30
36
2' - 0"
2' - 0"
4 SF
PICTURE
0.30
GARAGE PLATE
37
3' - 0"
5' - 0"
15 SF
SINGLE HUNG
0.30
38
3' - 0"
5' - 0"
15 SF
SINGLE HUNG
0.30
39
3' - 0"
5' - 0"
15 SF
SINGLE HUNG
0.30
40
3' - 0"
5' - 0"
15 SF
SINGLE HUNG
0.30
Grand total 548 SF
U
Z N
W
O
W
O
Z >Q E
Q > U
Y 2 0,
w a ,
O "�
UJ�
M CO
Z W N C
W m
� O
W a
F
E
0
w"A •, _�
Zy.y. C L y d a N C CYO 0 0
o Z J p U Cp C L (0 (Up N O E N. 6
Nam C .V :: O L H O p T j J. U Q, y C
_ Q p_ "- O a w C C N U~ O a y U
O J O y m Q C 0 0- t6 t6 O
U._ E N
$ O yC olU0 4ya,UWg a0N Uy-3 a�
!2OU p c
w Omoo N ` S O
Eaa-�
Z 4) U
p E O y
Lu
N
V
00
z
Q
Lu
lv
Q
0
Z 7L
O 75
cj)V
O o
W
LU
oc
LU co
LL
W
cj)
Z w
Z
W Cj
0
0
od z
CV
O
V
a04
�
0
0
Mn
0
z
PROJECT NO.
200101
REVISED
02/08/21
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
PRINT DATE 2/8/2021 8:18:25 AM
RESUB
Feb 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SEE SHEET A4 FOR WIINDOW AND DOOR SCHEDULE 11 10 9 18 7
MAIN FLOOR
1/4" = 1'-0"
<k north
14 13
i
18'-6"
Ew
CE
rD
MINI -SPLIT
HEAT PUMP UNIT
FOR A.D.U.
9 OW
LI—
22' - 4 1 /4"
V 32' - 6"
HEAT PUMP
1' - 11 1/2", 3' - 6" 11
N- - - - - - - - - -
_7
10 O 1
M - - - - -
11 0 REFRIG.
- N - SPACE
I � I
M �
KITCHEN
L
CV
6 5 4 3 2 1
54' - 0"
Sim 4'-9" 5'-6" 4'-9" 1'-6" L, 5'-0"
A2 8' - 0 1/2" 2'- 7 1 /4" 2' - 7 1 /4"
12 13
14 N ED
CV
I I I I
I I I
I I
DINING ROO
I I
2'-0" 4'-61/2" 10'-0" GREAT ROOM 0.
K — — - D1 — — — — — — — C° -
- - DBL.
N
02-. . " OVEN 4' - 0. _
I I I I I N
COVERED ATIO
PANTRY CAB.----------- - `L
NN
03 '� 02 D4 °' \` 17
BID M -
01 12'-81/8" �� 7-6" o
- - -
5' 0" � BASE AND
00
55 -- 180 CFM WHOLE HOUSE o �ORUMN
12 03 FAN w/ TIMER. ELEVATION
B INTERCONNECTED TO _ — — `�4
12' - T' 5' - 11 1/2" 2ND FLOOR BATH. 0 0'- 10 5/8"
58' - 6" = S.D. 3' - 6"
2ND FLOOR ABOVE
CD
D6 I�
37'-6" 11'-0" 10'-0 GARAGE,
S.D. C.O.
ENTRY 02
WATER SHUTOFF �2
M 15 5'-0" GUEST ROOM
N i 02 I FRO T PORCH
SHP/A.D.U.
3'-6" 11'-5N----- - - - - - ---- 2'-8" 6'-2" 4'-0'
" 1
NTRY 13 17 D8 06 07
C.O. S.D. Lu— —
12 -- GAS FURNACE --UP----
D13 1i u u 02 - 1
u u u u TANKLESS WATER (1.0 E.C.) rn - - - - --
u u u SYSTEM. USE NAVIAN "' 03 6 ,
u u u UP 01 ELECT. PANEL RW240 OR EQUIV. - o
08 --�
D12 TO ADU 0.91 E.U. E.C. 5b = 1.5 CREDITS) 1 =
u WATER SHUTOFF - _
20' N
D7me-
1L----- --- D11 ____-------
�_______ 1/2"
02 3'- 6"
� W.I.C. 3 �i M
-------� F �o
TANKLESS WATER
I - - - - - - --- SYSTEM. FOR ADU. USE NAVIAN �6 - 6 D3 ELECTRIC 05 u u ii
-RW240 OR EQUIV. — —"' — — — — — — PANEL AND METE — — -- ------------ — u — - — —M —
---y a ii a ii p
0.91 E.U. E.C. 5b = 1.5 CREDITS)
-----_-- - -_--
- 6x8 STRUCTURAL 1 CRAWLSP CE 27 \ 1/2 GWB
POST PER PLAN ACCESS UNDER STAIRS
N
it 6
1'-9" 10'-0" 1'-9" 5'-4"
'-6" 10'-0" 13'-6"
i
SHOP
5/8" TYPE "X" AT CEILING
UNDER HABITABLE SPACE o
N
ABOVE.
� I
42' - 0"
CARPORT
I � I
i I i
[ID
O
M
4 T-6" 2'-8"
14'- 9 1/2"
70' - 6"
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)
17'- 2 1/2"
I I I
3'-6" 5'-0"
KEYNOTE SCHELDULE
KEY VALUE TEXT
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 0/ 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.
17
CLOSET ROD w/ VINYL COATED WIRE SHELF
18
CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS.
19
TEMP. GLASS DOOR
20
TEMP. GLASS WINDOW
21
TUB/SHOWER: ONE PIECE ACRYLIC OR FIBERGLASS WITH CURTAIN OR TEMP. GLASS DOOR PER
OWNER SPECS.
22
ONE PIECE SHOWER WITH TEMP. GLASS SHOWER DOOR.
23
FIBERGLASS SHOWER PAN OR EQUIV. w/ TILE SURROUND AND TEMP. GLASS SHOWER DOOR.
24
FIBERGLASS TUB w/ TILE SURROUND AND CURTAIN OR TEMP. GLASS DOOR PER BUILDER
SPECIFICATIONS.
27
1/2" GWB UNDER STAIRWAY IN ENCLOSED SPACES.
28
HYDROBLOK OR EQUIV. SHOWER PAN w/ TILE SURROUND.
U
Z
N
W
O
W
Z
O
a E
a
�0
way
LIL:1�a
"�
0
J�
U
��5)
co CO 2
Z
W N C
W
�! .m
0 °'
W
m
o
W
a
F
E
U
I
I
C
_
W
z �46.10;
E C
E a a N Q
o Z J 0.
a~ a
2 a c c
a I.`�'
O J N d O O -@ N O Z' m
25
20,0 r
2 C E N
O
£O U a N
UW
H
{p U a0 UEV
-O N O
1.-0.0O•(-6`
LU .
ZaO
N N N 2 O F E M N
Lu
N
V
00
z
Q
Lu
u
Q
Z
0
Z
0
cf)
O
o
w
LU
oc
L u
C/)
LL
�
w
cn
Z
Z
w
W
n
C/)
0
06
0
0
I.L
N
O
CN
V
a
ti
It
06
CUoo
N
rn
N
rn
0
U
CU
�
o
=
E m
_
cl
mn
a�i'j,
c
°
z
_
CU
o
= a�
L
f0
3
UCU
2 L
m
�
m
•o
a a�
a
i
Q N
6
z
PROJECT NO.
200101
REVISED
12/15/19
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
A5
PRINT DATE 9/4/2020 6:53:46 AM
RESUB
Feb 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
SEE SHEET A4 FOR WIINDOW AND DOOR SCHEDULE
2ND FLOOR
/L % 1/4" = 1'-0"
north
\F
14 13 Y1242'-
22'- 1 1/2"
Q Q Q
19' -1 1/2"
6'-31/2" 3'-6" 3'-6"
I I 1
I I 35 34 36 I
I
L -
� I I
K
I
I
I I I
I
I
I
I I I
I
I
I
I I I
I
J - -
� I I
19' -10 1/2"
2'-3"
I
I
I
G 1 HANDRAIL
PROVIDE VENTILATION 3 Sim 1
MAKE UP AIR AT
A3
LAUNDRY ROOM. I I I I I I I I I I I I
I I I I I I I I I I I I
H- - - - - - -- - -
17 14 ATTIC ACCESS 10 0 = — — — — — — — — — —
6' - 1 1 /2" 2' - T' _ - - - - 07
E M 11'- 5 1/2"
D iNCLOSET - WASH'R DRY'R BROOM
80 CFM CLOSET OO
S.D. 00 of 4' - 0„
11 D29 D30 V.T.O. D28
6'-4"
3'-6" ti 3 1/2„
DUCTLESS D31 - S. C.O.
MINI -SPLIT _' DUCTLESS
S.D. 5'-6" 3'-0" MINI -SPLIT
II D32 1 0
- REFRIG.
BEROOM
4A.D.U. LIVING IRM.
M N
5 (VAULTED SCISSOR TRUSS) 0 o SPACE (VAULTED SCISSOR TRUSS)
ITCHEN
TIMER CONTR L " CID
® M
N BATH ,
c0 120 C 04 L
ill °� 24 II
V.T. .
M WHOLE HOUSE _
FAN W TIM
L ----
T----------- 11' 10" ch
C
CV
C
14
I I I
I
0' - 9 1/2"
13' - 1 1/2" 5'- 3 1/2'. Le 1 10'-6" 12' - 3 711T
I. 1 42'-0" 1 1
1, 6„ -
(TYP) 18' - 8" o 0
z
10 LL
33CD
N
----- �, - ---- MASTER SUITE
10
_ � N
N
co ,
CV f0
NN
32 6'- 0„
D23
FIR E STANDING
SO KING TUB D14
O®
20
TEMP. GL. 18 M-BATH DBL. 2x4 WALL
WINDOWUU w/ INSULATION
r`
,
— — — — — 80CFM
6'x4' SHOWER 4 TASK CTR
28
I
T
4'-2"
BENCH Q D26 5_9
M
80 CFM D25
---� -
x
_4
I ��I
- -�
II-
o' DRY'R 14
18 80 CFM
I
9' 0"
V.
L------------------ ASH'R
NJ
PROVIDE VENTILATION —
MAKE UP AIR AT
LAUNDRY ROOM.
4'- 7 1
9'-11" 9'-3"
KEYNOTE SCHELDULE
KEY VALUE TEXT
12
M
N
LINEN CLOSET 7_
;� � 08 16
I �
I
D8 0 -
Oo MCD
C.O. S.D. BED 7Ie�
2'-1" 4'-01/2"
18 0
N S.D.
o D16
10'- 0 1/2" N
c:)
0
O '
FAMILY RM. _ OPEN To 23
Zo
coof BELOWN.
zQ
�U
ATTIC ACCESS
22" x 30" 4' - 0" 4'- 6 1/2" 4'- 0'
I I I I
co DN
06 ---- --
0
D22 I
I I I I I I T
17 28 � I I I I I I
I I I I I I
I I 21 20 I I I `
3'-51/2" 3'-6" 11
9' -1 1/2" 4'- 2 1/2" 3'- 5 1/2" 4'- 11 1/2"
49'-0"
6 5
I I
6'-91/2" 4'-4" 13'-3"
3'- 5 1/2" 1' - 9" 6'- 8 1/2"
I I 180 CFM WHOLE HOUSE 2 Sim
FAN w/ TIMER.
INTERCONNECTED TO -
MAIN FLOOR PWDR.
29 20 I I 27
1 12'-6"
° D15
I 08
TIMER BED 2
CONTROL
L-- ----
D20 I
BATH -
8'-0„
D24 �
6'- 6" S.D.
I
I Q2
� I
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)
LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING
02
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)
13'-6"
KEYNOTE SCHELDULE
KEY VALUE TEXT
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.
17
CLOSET ROD w/ VINYL COATED WIRE SHELF
18
CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS.
19
TEMP. GLASS DOOR
TEMP. GLASS WINDOW
TUB/SHOWER: ONE PIECE ACRYLIC OR FIBERGLASS WITH CURTAIN OR TEMP. GLASS DOOR PER
20
21
OWNER SPECS.
22
ONE PIECE SHOWER WITH TEMP. GLASS SHOWER DOOR.
23
FIBERGLASS SHOWER PAN OR EQUIV. w/ TILE SURROUND AND TEMP. GLASS SHOWER DOOR.
24
FIBERGLASS TUB w/ TILE SURROUND AND CURTAIN OR TEMP. GLASS DOOR PER BUILDER
SPECIFCATIONS.
27
1/2" GWB UNDER STAIRWAY IN ENCLOSED SPACES.
28
HYDROBLOK OR EQUIV. SHOWER PAN w/ TILE SURROUND.
U
Z
N
00
00
W
z
QE
a
�0
wa•�,
UJ�
M CO sO
Z
W N C
W
o
W
m
o
W
a
2
E
U
w ffag
TliJlllillilli-flll7ll'
�'�
c
Z y .0. C a y d :0 N C CYO C O O
N E
oZ�o�o�Ot'=ammv°�ioacima
og c
wam c�:: otH T�LU E m
20an�-� °
O J y C 0 0— @ t" O N
U 0 o. 2 0. .t.. �
C N O L
o Q ' ._ 9 10 8.2 C E N
O W� U£ O U C U EO p C0.C ?� N N U
UJ J— y U �O U n ..-0 ib 0 O
H c m m
0
Z ao � aEi maoIS E d
Lu
N
V00
C)
Z
Q
Lu
lv
Q
�
Z
o
z
O
cf)
O
o
w
LU
oc
W
co
—
w
U)
Z
Z
w
W
W
0
o
N
c)
N
V
a
64
It
00
2
CU o
0 N
M
0
N
0)
0
N
rn
E
0
o
E
f0
U
2
�
�
a
a)c
C
C
—
°_
°
mn
o
U
(D
'c
N L
-0 0
a).�
U
Y
._
L
a)
0-
55
`-
E �5
.c
�a)
��
E
1
*5:
�
a)
C
im ,�
E
2 c
X
Q
6
z
M
It
Ln
PROJECT NO.
200101
REVISED
12/15/19
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
SHEET NO.
PRINT DATE 9/4/2020 6:54:28 AM
RESUB
Feb 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
1" AIR SPACE w/ CARDBOARD
BAFFLE. EXTEND 24" ABOVE
INSULATION
VENT BLOCKS w/ (3) 2" dia.
WIRE SCREENED VENT
HOLES @ EA. BLOCK
CONT. ALUM. GUTTER
ON FASCIA BOARD
PER ELEVATIONS
ROOFING PER ELEVATIONS o/ 30 #
FELT OVER %s"APA
RATED 24/16 SHEATHING ON
MANUF. TRUSSES PER PLAN
2" CEILING G.W.B.
OVERHANG I TOP PLATES & TRUSS TIE PER
PER PLAN STRUCTURAL
I O
I
2" GYPSUM WALL BOARD
w/APPROVED
P.V.A. VAPOR RETARDER
R-21 BATT INSULATION
R-49 BATT OR
BLOWN INSUL.
0
io
EXTERIOR FINISH PER ELEVATION o/
15# BUILDING PAPER OR
APPROVED AIR INFILTRATION
BARRIER o/ SHEATHING PER
STRUCTURALPLANS.
R-21 BATT INSULATION AT RIM
2x_ BASE PLATE
P.T. 2x10 MUD SILL RIPPED TO 8"
w/ ANCHOR BOLTS PER
SHEAR WALL SCHEDULE.
4" TIGHTLINE DRAIN
WHERE REQ'D
z_
4" PERF. FT'G DRAIN.
WRAP IN FILTER FABRIC
C9
w/ GRAVEL OVER.
ujQ
a
uj
J
d a v
hk
a
�/.IX
/\/i
PER PLAN
CAULKING/ SEALANT BEAD
AT FLOOR PERIMETER
SUB FLOORING & FLOOR JOISTS PER
STRUCTURAL
FLOOR TRUSSES PER PLAN
%2" GYPSUM CEILING BOARD
2" GYPSUM WALL BOARD
w/APPROVED
P.V.A. VAPOR RETARDER
R-21 BATT INSULATION
CAULKING/ SEALANT BEAD
AT FLOOR PERIMETER
SUB FLOORING & FLOOR JOISTS PER
STRUCTURAL
R-30 BATT INSULATION
HANGER PER SCHEDULE
FOUNDATION WALL SIZE AND
REINFORCING PER STRUCTURAL
FOOTING SIZE AND REINFORCING
PER STRUCTURAL
TYPICAL TWO STORY ASSEMBLY
SCALE: 3/4" = V-0"
4 d a
O 0()° �O o 09 8 ° a 0&1 00C)o a
4" CONC SLAB o/
COMPACTED GRANULAR FILL
Z a i'
LLJ J d ® (1
a °__--
�- a
SEE TYP. ASSEMBLY
SEE TYP. ASSEMBLY
P.T. 2x6 MUD SILL w/
ANCHOR BOLTS PER
SHEAR WALL SCHEDULE.
FOUNDATION WALL SIZE AND
REINFORCING PER PLAN
FOOTING SIZE AND REINFORCING
PER PLAN.
PER PLAN
RECESSED JOISTS @ GARAGE
SCALE: 3/4" = V-0"
2ND FLO
N FL(
IN FL(
H) CG
i BUILDING
AT SCALE: 1/4" = 1'-0"
SEE TYP. ASSEMBLY
P.T. 2x6 BASE PLATE
w/ ANCHOR BOLTS PER SHEAR
WALL SCHEDULE)
d x 44 x x d x
d 4
0O
8 00008 a 8 0 °oo
4" CONIC. SLAB o/ 2" RIGID INSUL. w/
THERMALBRAKE
o/ COMPACTED GRANULAR FILL
J
SECTION
OEL)2ND FLOOR
2ND FLOOR
M
N MAIN FLOG
MAIN FLOOI
2\\, BUILDING SECTION
SCALE: 1/4" = 1'-0"
A7)
4" CONC SLAB OVER
COMPACTED GRANULAR FILL
a
d � d
a
=7 00 -
02 o�
o� oa oo a 1 a°
FOUNDATION WALL SIZE AND
REINFORCING PER PLAN
FOOTING SIZE AND REINFORCING
PER PLAN.
FOUNDATION @ GARAGE / LIVING
SCALE: 3/4" = 1'-0"
"L" FLASHING PER
ROOFING MANUF.
ROOFING PER ELEVATIONS
OVER 30# FELT OVER
APA 24/16
RATED OSB SHEATHING
MANUF.MONO TRUSSES
OR STICK FRAMING
PER ROOF PLAN
BEAM PER FRAMING PLAN.
HANGERS AS PER SCHEDULE
\' TRUSS TO FLOOR SYSTEM
SCALE: 3/4" = 1'-0"
L
TYP. ASSEMBLY
FIRE BLOCKING
BEAM INTO UP WALL IF NEEDED
ADD BLOCKING IF NEEDED
R-30 BATT INSUL. FOR HEATED
AREA ABOVE
FLOOR JOIST PER PLAN
CEILING FRAMING PER PLAN
SIDING INSTALLED PER MANUF.
SPECIFICATION
EXTERIOR TRIM PER PLAN
4"x_ "L" METAL FLASHING
w/ DRIP EDGE
INSTALLED UNDER BARRIER
�— DBL. 2x6 TOP PLATES
2" RIGID R-10 INSULATION
INSTALLED IN CAVITY
BETWEEN HEADER & INTERIOR
G.W.B.
HEADER PER PLAN
SEALANT
I
WINDOW FINISH AND TRIMS
I
PER OWNER SPECS.
I
HEADER INSULATION DETAIL
SCALE: 1 1/2" = 1'-0"
1%" dia. MIN., 2" dia. MAX.
HANDRAIL w/ RETURNS
TO WALLS
U GLE OJAT-
�NjIR EASER
O ALL OT ALLOW
of A 6' PH E TO PASS
Q X THR UGH.
_ 4 p
z N � BETTER AT TREADS
M O
z
z 10" MIN.
' MIN �
� m RUN
Q 1
IMAX.
o
ZV XQ
� w
v L0
M i i
� I
2" MIN. PLWD RISERS
NOTE:
MIN. T-0" CLEARANCE WIDTH REQ
IRED
FOR STAIRS
INTERIOR STAIRS
SCALE: 3/4" = V-0"
MAIN FLOOR PLATE
BALUSTER TO CONFORM TO
IRC w/ SPACING SUCH
THAT A 4" SPHERE SHALL
NOT PASS THROUGH
%4" T&G APA 48/24 RATED
SHEATHING GLUED
& NAILED TO FLOOR JOISTS
DBL. JOIST U.NO. ON PLANS
V
--Ill
JOISTS PER PLAN
HANGER PER SCHEDULE
SIMPSON "A35" EA. SIDE AT STRINGERS
STRINGERS PER PLANS
(1) LAYER 2" GWB UNDER STRINGERS
FIRE BLOCKING BETWEEN STUD BAYS
AT WALLS IN CONTACT w/ STRINGER.
U
z
�
N
co
O
co
Q
> U
im-Y
2 o
w��
"��
O
J V
U
M.o
z
00o
W N '-
W
0 Q)
W
m
0
W
H
p Z� 0 O
t` T O
_ d p a O m C ib O O O O 0
O J y a N a O. t0 (6 O N C y
} Z QL.. @ to (Oi N N OJ N y E.
d W
OLu
�W
Uw0 n"a3-oOJ o-a� m0 5� o
?�
J Q O F O
uj
co
N
V
00
z
Q
UJ
(C6
� Q
Q
Z OOz
O
G
O Q
cl) U w
UJ
uj (�
U.
w
z NW
z L.f_
Z
Lu
�
Q
N
0
N
�
Q
V 00
w
0
c
0
:r
a
I-
0
w
m
0
O
z
PROJECT NO.
200101
TL
DESIGNED BY
DRAWN BY
TL & RM
CHECKED BY
RR
SHEET:
A7
PRINT DATE 9/3/2020
'
Feb 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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 = 1.28
Site Class = D S1 = 0.501
Design Category = D SIDS = 0.853
R = 6.5 (wood shear wall) SD1 = 0.501
Ie = 1.0 Cs = 0.131 (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.
RECOMMENDED INSPECTIONS
The following recommended minimum items shall be inspected by a qualified individual
provided by the Building Official:
-Footings bear on competent native soil per the "Foundations" section above
-Footing reinforcement
-Shear wall sill plate anchors and washers per schedule
-Shear wall nailing and shear clips per schedule
-Shear wall hold-downs
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
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
GLIB24F-V4 DF/DF 2400/1850 psi 1,800,000 psi
GLIB 24F-V8 DF/DF 2400/2400 psi 1,800,000 psi
ENGINEERED COMPOSITE LUMBER: Engineered Composite Lumber shall be manufactured by
Trus-Joist, Boise Cascade or approved equal and shall have the following minimum strength (based
on 12" member depth):
Symbol Fb E
PSL 2900 psi 2,000,000 psi
LVL 2600 psi 2,000,000 psi
LSL 1700 psi 1,300,000 psi
Versa -Lam (1%4-2%") 2800 psi 2,000,000 psi
VersalLam (3%" & wider) 3100 psi 2,000,000 psi
PREMANUFACTURED OPEN WEB WOOD TRUSSES: Trusses shall be design by a Structural Engineer
licensed in the State of Washington, who is regularly engaged in the design of plate -connected
wood trusses. Truss design shall be accordance with IBC Section 2303.4.
Trusses shall be design for the following dead loads:
top chord bottom chord total
roof trusses 10 psf 5 psf 15 psf
In addition to dead loads, the design shall include the live, wind, snow loads as identified in the
"Design Loads" section of these drawings, and the snow drift, sliding and unbalanced loads per
ASCE7 Chapter 7. The truss design shall include concentrated and axial loads shown on framing
plans and hanger schedules in these drawings.
Roof trusses shall be designed for wind net uplift of 10 psf unless otherwise noted on the drawings.
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.
SON CS16 WITH (20)
"0 DBL. TOP PLATE
D AT EACH SIDE.
0 AS NEEDED.
-,,r PER PLAN
NOTES:
1. USE THIS DETAIL AT ALL LOCATIONS WHERE
BEAM WIDTH EXCEEDS 3%2" AND/OR BEAM
BOTTOM BEARING IS BELOW DOUBLE TOP
PLATES.
2. EXTEND BEAMS FOR 5-1/2" BEARING ON 2x6
WALLS, 3-1/2" BEARING ON 2x4 WALLS.
TYPICAL PLATE STRAP AT BEAMS
X
Q
00
v
MAN
WOOD FRAMING PER PLAN VARIES.
SEE 15/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
1EINF.
#4 x 24"
MATCH HORIZ
REINF.
DOUBLE REINFORCING
TYPICAL CONCRETE WALL AND FOOTING CORNER 1 4
DIAPHRAGM NAILING SCHEDULE
NAIL SPACING
NAIL SPACING AT
AT BOUNDARIES
INTERMEDIATE
NAIL SPACING
BLKG
SIZE OF
AND "OTHER"
FRAMING
AT BLOCKED
LOCATION
SHEATHING
REQD
NAIL
PANEL EDGES
MEMBERS
PANEL JOINTS
ROOF
SEE STRUCT
NOTES
NO
10d
6" OC
12" OC
6" OC
SUB-FLR
NO
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 PANELJOINT
� �
fl H 11 9: IJ t1 1J
BOUNDARY 'I 11 11 11 11: Id fl 1J it 11
NAILING :t 11 11
li li H TOP PLATE
IJ 3:IJ 11 11 II IJ
BLOCKED CONTINUOUS
PANELJOINT U IJ II "OTHER" PANEL
11 FI 1� EDGE NAILING
INTERMEDIATE JOIST/TRUSS
NAILING
DIAPHRAGM DETAIL
TYPICAL DIAPHRAGM NAILING 1 7
II II
I I ROOF TRUSSES/
I I� RAFTERS BELOW I L
II ��
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
(2) 16d INTO EA ROOF I I i
TRUSS BELOW I/I/
I I
I I
I I
2x4 RAFTEFjS Pa 24"o.c.
POST DOV�NITO ROOF I I
TRUSS BELOV� AT 24" o.c. I I
I I i I I
� II
TYPICAL ROOF OVERFRAMING I 10
SHEAR WALL PER PLAN
PT SILL PLATE w/ ANCHOR BOLTS AND
WASHERS PER SHEAR WALL PLAN AND
SCHEDULE. EMBED = 7" MIN.
X
Qz
bo W PERFORATED
FTG. DRAIN
CO N'T.
CONCRETE SLAB ON GRADE PER
PLAN. ELEVATION MAY VARY. SEE
ARCHITECTURAL FOR INSULATION
REQUIREMENTS WHERE
APPLICABLE.
#4 HORIZ. AT 18" o.c. AND (2) AT
TOP OF WALL
#4 VERT. DOWELS AT 18" o.c.
ALTERNATE HOOK AT BOTTOM
FOOTING PER PLAN
TYPICAL CONCRETE FOUNDATION AT SLAB 1 2
LAP JOIST OVER BEARING MIN. 6"
AND NAIL WITH (3) 10d
FLOOR JOISTS PER PLAN
2x CONT. BLOCKING
OVER BEAM
POST PER PLAN WITH CAP
(OR GUSSET PLATE) AND
BASE PER POST SCHEDULE
VAPOR BARRIER PER
ARCHITECTURAL
TOP PL
ADD(
A7
"' v
FLOOR SHEATHING PER
STRUCTURAL NOTES
INSULATION PER ARCHITECTURAL
BEAM PER PLAN
#30 FELT BETWEEN POST AND
CONCRETE (NOT REQUIRED AT
PRESSURE TREATED POSTS)
FOOTING WITH
REINFORCING PER PLAN
FINISHED GRADE
TYPICAL CRAWL SPACE FRAMING I rj
10% 1 01 AI A 11 C CA/ U C-C
NOTES:
SEE STRUCTURAL NOTES FOR TYPICAL TOP
PLATE NAILING NOT SHOWN
TYPICAL TOP PLATE SPLICE 1 $
THICKENED SLAB FOOTING AT POST I 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
HUNG JOISTS AT TYPICAL STEM WALL I $
(3) #4 VERT.
DOWELS
FOOTING PER
PLAN
TYPICAL EXTERIOR ISOLATED FOOTING 16
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
POST BETWEEN JOISTS
SOLID BLKG MATCH
WIDTH OF BEAM/GIRDER
qF
ALA
6d
6d
)R.
PI
C(
'LA
rIN
TYPICAL HEADER DETAIL 1 9
VG
POST AT JOISTS
SECTION 12
Ross
Engineering
Design
Inc JOB # 20022
ryan.ross@rossengineer.com
4/7 2020
a� P�A f,
J B#
0 2
0 46411
ONA
ELECTRONIC COPY
ORIGINAL ON FILE
AT ROSS ENGINEERING
N
Uw
Z��o�_ y m c0
F°° o , EmmuoZoNwco_ma ` au
o c °L_' U a o 0
m 6°« m o
E Z N° s m o. E N
"5C ti c
0 WLL io 03 mo m=3cdw
w F p- N ' -o � � °- 0 1m o
F -Oa d o t E m 6,> E m
J Q O F O
UJ
N
Z00
LU
Q
v!
Z z
O 2
UJ
O o
u w
UU ()
U.
w
Z LLJ
Z
Z
W
U)
06 0 z
N
0 N
Q �
00
m
0
g
�L
N
m
0
6
Z
FILE/ NO.
DESIGNED BY
RR
DRAWN BY
RR
CHECKED BY
RR
SHEET:
S1
PRINT DATE BE'SUB
FULL HEIGHT SHEAR WALL
PER PLAN
ROOF BOUNDARY NAILING
2x BLOCKING WITH 16d
AT 6" o.c.
ROOF BOUNDARY
NAILING
CONT 2x SHAPED
BLOCKING
SHEAR CLIPS PER
SHEAR WALL SCHED.
EDGE NAILING
SHEAR WALL
PER PLAN
SHEAR WALL PER PLAN FULL
HEIGHT OF WALL
ROOF BOUNDARY NAILING
16d AT 6" o.c.
2x BLKG. AT 48" o.c. I
I
2x LEDGER OR I
TRUSS TOP CHORD
I
EDGE NAILING I
I
I
I
IX
TRUSSES PER PLAN
2x CC
WITI-
ROOF TRU
SHEAR WALI
ROOF
CONT.
EDGE
NAILING
H1 CLIP EACH TRUSS
BEAM PER PLAN
HANGERS PER PLAN
2x BLOCKING
SOLE PLATE
NAIL/SCREW
FLOOR BOUNDARY
NAILING
JOISTS PER
PLAN, BLOCKING m
AT 48" o.c. AT 1 g
JOISTS PARALLEL 1
TO BEAM
SECTION 1
2x CONT. BLOCKING
SOLE PLATE NAIL/SCREW
FLOOR BOUNDARY NAILING
2x BLOCKING w/ 16d
AT 6" o.c.
JOISTS PER PLAN, BLOCKING AT
48" o.c. AT JOISTS PARALLEL TO
BEAM.
HANGERS PER PLAN AT
PERPENDICULAR JOISTS
BEAM PER PLAN
SECTION 6
SEE 15/S2 FOR SHEAR
WALL CONNECTIONS
NOT SHOWN
NG
FLOOR SHEATHING PER
STRUCTURAL NOTES TYP
FLOOR JOISTS PER PLAN
SECTION 1 1
TRUSS TO BEAM 116
HOLD-DOWN ANCHOR SCHEDULE
HOLD-DOWN
ANCHOR IN CONC.
STEM WALL
FLOOR TO FLOOR
ANCHOR'
HDU4
SB %$ x 24
%$" DIA.
HDU5
SB %$ x 24
%$" DIA.
HDU8
SB / x 24
%g" DIA.
HDUll
SB 1 x 30
1" DIA.
HDU14
SB 1 x 30
1" DIA.
ANCHOR TYPE
D-DOWN PER
SQUASH BLKC
kTCH POST SIZ
ANCHOR PER
SCHEDULE
\DD #4 x 48"
\T EACH ANCH
SHEAR WALL PER PLAN FULL
HEIGHT OF WALL
10d AT 4" o.c.
SHEAR WALL PER
ROOFS
2x E
ROOF BOUNDARY NAILING
TRUSS BLOCKING DESIGN
FOR 300 PLF SHEAR LRFD
SHEAR WALL SHEAR CLIPS
EDGE NAILING
SHEAR WALL PER PLAN
ROO' " " -r-"- "-" ",
ROOF
C(
16
NOTES:
1. F1554 THREADED
ROD
SECTION 1 2
TYPICAL SHEAR WALL SCHEDULE
NUMBER OF
SHEAR WALL
STUD/BLKG.
SILL PLATE / SOLE PLATE
FRAMING
ANCHOR TO
NAIL/SCREW
1, 2
SHEATHED
EDGE 3
AT ADJOINING
$ 9
SYMBOL
SHEATHING
SIDES
NAILING
PANEL EDGES s
SIZE
CONCRETE 7
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
@ 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
s'�-yD I� D EAR WALL O�� STyD
`HOLD-DOWN ID
SHEAR CLIPS PER SHEAR SHEAR WALL KEY
WALL SCHEDULE WHERE
APPLICABLE TYP.
SQUASH BLOCKS IN RIM
JOISTS AT ALL POSTS AND IIIII III III III III III I:I
HOLD-DOWNS, ALL LEVELS.
11
SEE TYPICAL POST BLKG. _ —I
_ _ _
DETAIL TYP. I)- — T i — — — iT
1.1 1.1 I I I•I I•I I:
II I II EI
ANCHOR TYPE HOLD-DOWN
W/ ANCHOR ROD PER I I I I r
I'
SHEAR WALL SCHEDULE NOTES
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 PER SCHEDULE TO THE FULL LENGTH OF SHEAR WALL INCLUDING AREAS ABOVE
HOLD-DOWN SCHEDULE TYP.
8d AT 12" o.c. NAILING AT ALL
INTERMEDIATE SUPPORTS
I I
I I
I
I I
II
I I I
I I I I I
I I I I I I
AND BELOW OPENINGS.
PANEL EDGE NAILING TYP.
3.
NAILS SHALL BE COMMON OR GALVANIZED BOX UNLESS NOTED OTHERWISE.
4.
WHERE NAIL SPACING IS LESS THAN 4"oc, STAGGER NAILS Y2".
SILL/SOLE PLATE W/
5.
ALIGN ALL VERTICAL ADJOINING PANEL EDGES WITH STUD PER SCHEDULE. PROVIDE BLOCKING PER SCHEDULE AT ALL
ANCHORS PER SCHED. TYP.
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
PER PLAN WHERE
WASHERS. LOCATE EDGE OF WASHER WITHIN %" OF EDGE OF SHEATHED SIDE OF SILL PLATE. HOLE IN WASHER MAY BE
APPLICABLE. SEE SCHEDULE
DIAGONALLY SLOTTED 1.75" MAX.
FOR ANCHOR ROD TYP.
8.
ENSURE ONE CLIP EACH END OF SHEAR WALL AT EACH REQUIRED FACE OF SHEATHING.
9.
SHEAR CLIPS ARE REQUIRED ONLY AS INDICATED IN THE SECTIONS.
SEGMENTAL
SHEAR WALL
10.
SEE DETAIL (BOTTOM FAR RIGHT) FOR TYPICAL TOENAIL
FLOOR JOISTS PER PLAN
SECTION 1 7
"w-Rilollbl �
SOLE PLATE
NAIL/SCREW
FLOOR BOUNDARY
NAILING
AM PER PLAN
ER PLAN
SECTION 112
RAFTER TO BEAM 117
ROOF SHEATHING PER
STRUCTURAL NOTES
ROOF BOUNDARY NAILING
2x BLOCKING PANELS PROVIDED
BY TRUSS MANUFACTURER
SHEAR WALL SHEAR CLIPS
EDGE NAILING
SHEAR WALL PER PLAN
ROOF TRUSSES PER PLAN
H1 CLIP EACH TRUSS
SHEAR WALL AT RAISED TRUSS HEEL 1 $
SOLE PLATE NAIL/SCREW
EDGE NAILING
EDGE NAILING TO RIM JOIST
FLOOR BOUNDARY NAILING
EXTEND LOWER SHEAR WALL
SHEATHING CONT. OVER RIM
JOIST. DO NOT BREAK AT
DOUBLE TOP PLATE.
EDGE NAILING TO TOP PLATE
JIILAR SECTION PER
:OR INFORMATION
-IOWN
FLOOR SHEATHING PER
STRUCTURAL NOTES
CONT RIM JOIST
FLOOR JOIST/BLOCKING
PER PLAN
ALTERNATE SHEAR FLOW AT UPPER FLOORS 11$
DULL NLAI L NAIL/
EDGE
EXTEND SHEAR WALL SHE,
CONT. OVER RIM JOIST. I
BREAK AT SOLE
SHEAR WALL EDGE NAII
RIM JOIST AND SIL
FLOOR BOUNDARY NAILING
PER DIAPHRAGM SCHED
2x SILL PLATE
FLOOR JOIST
"E:
SIMILAR SECTION PER
i2 FOR INFORMATION
SHOWN
ALTERNATE SHEAR FLOW AT LOWER FLOOR 118
ROOF BOUNDARY NAILING
CONT. 2x BLKG WITH VENTING PER
ARCHITECTURAL. SEE 8/S2 FOR
ALTERNATE AT RAISED TRUSS
HEELS.
EDGE NAILING
SHEAR WALL PER PLAN TYP
SOLE PLATE NAIL/SCREW
EDGE NAILING
FLOOR BOUNDARY NAILING
CONT. RIM JOIST
SHEAR WALL SHEAR CLIPS,
OR ALTERNATE PER 13/S2
EDGE NAILING
SOLE PLATE NAIL/SCREW
EDGE NAILING
FLOOR BOUNDARY NAILING
ROOF SHEATHING PER
STRUCTURAL NOTES
SW_P
SHEAR WALL KEY
Hi
HOLD-DOWN ID
STRAP TYPE HOLD-DOWN
CENTER ON RIM JOIST AT
hill III
III III III III III I:
UPPER FLOORS TYP.
--Ir—�I—TT
==7ITI==n=-
BLKG PER SCHED AT HORIZ.
I 11 _ _
I I'�
I_ _ 11 I I I I
PANEL EDGE NAILING
PANEL JOINTS w/ EDGE
_
I
_ J I
I I _ll _
TYP.
NAILING BOTH SIDES OF
I
— — j — I
I F — -I'
JOINT TYP.
I I
I I I
I III
PANEL EDGE NAILING
ALL AROUND OPEINING
LOCATE VERTICAL PANEL
I I
I I I
I I I I
PANEL EDGE NAILING
JOINT ON STUD w/ EDGE
I I
I I I
III
I III I I I
I
I
TYP.
NAILING BOTH SIDES OF
JOINT
MIN (2) STUDS AT EACH
I I
I I III
HOLD-DOWN UNLESS
I I
I I I I
0'
NOTED OTHERWISE PER
PLAN OR POST
SCHEDULE TYP.
I'U
STRAP TYPE HOLD-DOWN
TYPICAL
PER PLAN TYP.
PERFORATED SHEAR WALL
TOENAIL
ROOF TRUSSES PER PLAN
H1 CLIP EACH TRUSS
2x6 STUDS AT 16" o.c.
TYP
FLOOR SHEATHING PER
STRUCTURAL NOTES TYP
FLOOR JOISTS PER PLAN
SHEAR WALL SHEAR CLIPS, PRESSURE TREATED SILL
PLATE PER SHEARWALL
OR ALTERNATE PER 18/S2 SCHEDULE
BOLT EMBED = 7" MIN.
FLOOR JOISTS PER PLAN
N.
iFOUNDATION PER PLAN
SHEAR WALL SCHEDULE AND NAILING DETAIL 1 5
ROOF BOUNDARY NAILING
EDGE NAILING J
SHEATH TRUSS PER
TYP ROOF
TRUSS
SHEAR WALL SW1
EDGE NAILING
ZZI
I
SHEAR WALL SHEAR
6r Q
CLIPS
TRUSS AND GABLE WALL
BRACING PER TRUSS
MANUFACTURER
2x6 STUDS AT 16" o.c.
EDGE NAILING
A TYP
SOLE PLATE NAIL/SCREW
EDGE NAILING
FLOOR BOUNDARY NAILING
CONT.RIM JOIST
SHEAR WALL SHEAR CLIPS, OR
ALTERNATE PER 13/S2
EDGE NAILING
SOLE PLATE NAIL/SCREW
EDGE NAILING
FLOOR BOUNDARY NAILING
SHEAR WALL SHEAR CLIPS,
OR ALTERNATE PER 18/S2
FRAMING PERPENDICULAR TO WALL FRAMING PARALLEL TO WALL
SHEAR WALL PER PLAN
SOLE PLATE NAIL/SCREW
EDGE NAILING
FLOOR BOUNDARY NAILING
'ER PLAN
48"oc
(4) 10d TO BLKG
PRESSURE TREATED SILL
PLATE PER SHEARWALL
SCHEDULE.
BOLT EMBED = 7" MIN.
FLOOR JOISTS PER PLAN
2x BLKG AT 48"oc
FOUNDATION PER PLAN
TYPICAL STRUCTURAL WOOD WALL/SHEAR WALL ASSEMBLIES 1151
SHEAR WALL AT CANTILEVER 119
(3) 2x6 STUDS FULL
HEIGHT, TURNED FLAT
w/ (6) 16d TOP AND
BOTTOM. NAIL
TOGETHER w/ 16d AT
12" o.c.
(4) %" x 8" LAG
SCREWS
LCE4 EACH FACE
PSON KBS1Z
JD BOTTOM
aCE
4 VERT
KNEE BRACE 1201
Ross
Engineering
Design
Inc JOB # 20022
ryan. ross@rossengineer.com
4/7 2020
a�PN�A cl
J B#
0 2
46411
ONA
ELECTRONIC COPY
ORIGINAL ON FILE
AT ROSS ENGINEERING
N
0m����w�
7>' L E N T °- N C O
0 N C C (0
L_2H Q°o y-2 o 2 c c UL_'Ua of
in
is O J N N C N 'O O@ 2@ O _O N 0 _y
a' :5 y 3
U m N« t6 ° `n L- (O U C E N
a ll. a O c N C C N— 0 N N O- N° 00
p W LL c io 0 3 m o m= 3 c d w
ui F °- 0 O 'O N J °- 0. t6 N O 'O 0
Tea �0 0p�>�E��
J Q O F O
UJ
CV
z00
uj
Q
C
0
Z z
01 O O
2
ULI
O o
v w
uu ()
U.
w
Cn Z LLJ
z
Z
W
06 0 Z
04
0 p
CV
QCN
00
m
>_
0
'L
N
d
0
0
Z
FILE/ NO.
DESIGNED BY
RR
DRAWN BY
RR
CHECKED BY
RR
SHEET:
S2
PRINT DATE BE'SUB
0
TI
m n CD
mO� �
Azo -4
N
Z<0
o CD
5Cn
m
Cl)
------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------
I ,
LJ
I'
I
' II
I' II
'; II
,
0
I ,
I ,
l
' II
,
I ,
LJ-
---; i
I U. l ' -
' 'I
I '
;I Jr I;
SW4 SW4
LJ ;
Cli
IF
I'
I;
I,
�Q i
J
65 o� �° y°° 1 �5 o� o�y o�------------------------
r----- -------------------------------------------------- ------ -----------
' ,
r------------------------------------------------------------i ;------J `---------J LJ L�
,
I LJ s
to tP� I�
y
i GC
r � r i
i
L'
^ ;I
i
i
D I ,
SW2
n
m---------------------------- '
-------------------
0o Z
I s
I I T i i ThO
Q
_
I
U)
I
/i II II
I L------------- — ----- — ------
---� l v l I'
co
In
I I L----- Li
I
I'
'I
I'
I
I; I�
SW4 SW4
LJ o�y 0'y°� o�y LJ ��y°�
Ilk SW1P Ilt
r, -------------------------
to D =--------------- LJ L--------if-----; , I
=Orn mr- O II I
r D (n r —1 rn I II II
o�= cn0o
orm =c-)0 >�
cn m m
�j II
z m ^' �� n ` C) X I•
C DDym
D 171 C/) v>Z =D Om0cW
I
II
-n --I
- J
U II II
I I
II II II
II II II
II
I 'I
I
L____________________J; n J I II
II 'f_________l I I I
IZ---------J I I
LJ
I �
I II
I I
;r ,
n I I ri i
IL ij
i
it
I '
I J ; L
r----------- ' i i ' I ,
J
"
Lr,________� I ---------------
SW3P ' I ' I
I
II I
II
I;
,I
SW2
r-------------------------- r, r------' n n r-------7
I i ii II ' I
' n ,
" U
u
it
Li
' L-------- — ----- —_____—_-' rl
I,
r,
L -' Li
u
ri
DIr
m 0
09 m"Li 'i ii "
_ H �
„
r,
; _--
I
I
II I'
I
r-- --7
`;• •;� -------------7 C,
---------------------------------------
;
________ '
==7
N
i m 7
I
�100 r-
;;arn
i'
_-_-_ -_ _o ___i SW5P
z � O T in J L______J
rn O �
Z �' 1j
z Z
G) r z �_ a o ------
N
z c�� o
rn T O c,� O SW5P
Li rn
R NW
o
=
31
=
m
m
Z
m
U)
Z
�
0
0
m
<
W
�
0
-I
ZCl)
C\l
N
O
N
r
90
N
o
O
No. Description
� COONS RESIDENCE
MARK & JENNIFER COONS
8427 202ND STREET S.W. EDMONDS, WA 98026
COPYRIGHT 2020
_
THE LEREN COMPANY INC.
LIMIT OF LIABILITY NOTICE...
Adoption of these plans to meet
_ _r'.--
specific State, local codes,
regulations, and specific site
�1e9
conditions is the responsibility
of the Owner and/or Contractor.
The Laren Company Inc. or it's
r _
employees shall not be held
responsible for any damages
relating to the accuracy and
overall integrity of these plans.
The Owner and/or Contractor
-
must inspect all dimensions
and details in these plans for
errors or omissions prior to
construction.
lerendesign.com
THE LEREN COMPANY INC.
PO BOX 12863 MILL CREEK, WA 98082
206.954.4145 PH
email: info@lerendesign.com
7 6 5 4 3 2 1
49'-0"
4'-9Y4"
ol
32'-6" 16'-6"
ti I I I I
Q
Q r
Mtn �--------L—I— I ,��
8 -----
0—
T F-07 --- --- S��
� -
-- -----I---- ----� �� IF -1
L F-03 0
-- —=- -- —=— ---ate L
TYP1
8" CONCRET STEM WALL
ON 16"x8" C NCRETE FOOTING
(TYP. U.N.O00
i
ST N
-5" 6' 5" 6' 5" 66" 65" 6' 5" 6' 5" 2' 0" '
F-02
TYP Lg) CIRAWLSPA�E — — — — — — — — —
— — — ---- — —----------------- - - - -------- - - - --- ------ - - - - -
j _ 6 MIL. BLACK V.B. °o
� S 1/ N
4'-3" 12'-3Y4" ~ 2'-101/" 16'42"
F-
F 7-06 F __lF7 6
N
L J W y IL L 1, J 1:0 o
a
y
°I
TYP
2'-0" 65' -3Y" -5" '-5" -0"13' OY" '
I------------------- ---------------- - — - -
jI � s
ARAGE SLAB 4 o j F—o2 Ttiog
4" C NC. SLAB. SLOPE MIN.
PER V-0" TOWARDS GARAGE DOOR. C A% 8-11/4 CONCRETE LANDING &STEPS
U) TO GRADE PER I.R.C.
-_-_-_�_-_-_-_-_-_-_-_-_-_-_I_ L I_-_-_-_-_-_-_-_-__ -_-_-_-_-_-_-_-_-_-_-_- o �--------------------_-
m-_-_-__
Lo
� l z
J CON RE SLAB ` _x —I L Ll —I
G — — — — — — — — NO BOLTS — — — — — — — — — — — 4" COMC. SLAB o/ R 10 — - - S- F=02 I7
.�
— — — — — — — — — — — — — — 2" R161D INSULATION � � 6*2" 2'-0" TYP 5'-8" _ 5'-8" 5' 8" 5' 8" 2'-0"
�- 01 _ S'
N
S
_ r 2
2 TYP I I - _ - - - - - -� � � 2 I h'O�
�A7 i 8" CONCRETE STEM WALL ` \A7 4 L` S 1
NO BOLTS.
ON 16"x8" CONCRETE FOOTING
(TYP. U.N.O.)-------- - - - - -- + - -- NO BOLTS --- ------------- --- ---
bo
L�--�--- 1 C
F-02 �3 SOU } 4' 0%a" F-11
15'-8Y4" �ST�°S8 N CONT. FT'G UNDER GARAGE DR. 8'� �� o +`
E F-03 j j tips tia��CCESS i
i�
- - - - - - - - - - - -----------�------ - �- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - "- - -'�_ - - _ - - - - - - - - - -�-
j-. --- _ dk
- -
p II------1------------------- — — — — — — -- —-------------------- — — — 1---------- ----------------- -------------------------------- — — — — — —
0
O
e/°
Z s
N GARAGE SLAB
4" CONC. SLAB. SLOPE MIN. %"
PER V-0" TOWARDS GARAGE DOOR. � 1 7/ 10' 3" 1' 7%" 54" 9'_5%°
w 6'-6"
Q `.' 10'-0"
I I I al
c�
LLI
z
~I
z
0
— — — — —-------------------------------------------------------------------------------------------- — — — — — — fib— — — — — — — —
C I I I i �° s
F 07 S�
2Y4" �nl
F- 08
co
B -=— —=--=--- _ _—
9 8
FOUNDATION VENT CALCS. 20_8
I. 4
(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 1'-0" OF EACH CORNER OF CRAWLSPACE.
ASSUMED VENTS ARE MIN. 15.5"x6" AND HAVE A NET FREE VENTILATION AREA
OF .48 SQ. FT. N ---- ----
+T
0
CV
M---------------- -
FOUNDATION VENT CALCULATIONS
CRAWLSPACE AREA 1427 SQ FT
NET VENTILATION
AREA / 300 SQ FT 4.76 NET AREA
II I I i
NUMBER OF VENTS REQ'D
NET AREA / 0.48 10
01,
OPTIONAL POWER VENT a
CRAWLSPACE HEIGHT 3 285.4 CFM F-03
K - - - - -- -- --
J
z
S1
I I o
I
0
CONCRETE LANDING & STEMS
TO GRADE PER I.R.C.
37'-6" ol 11'-0" 10'4"
lo
J----------fi---------- ---- -----
I — - — - — - — - —i- — - — - — - — - — - — - — - — l — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — -i— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - - . — - — - — - — - - - — - -
e� N
v
2
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 %" dia. x 10" AND EXTEND MINIMUM 7" INTO CONCRETE
WITH MINIMUM SPACING OF 48" ON CENTER. EACH ANCHOR BOLT SHALL
HAVE A YxYx.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.
�3�s yO°8
CONCRETE LANDING & STEPS
c? TO GRADE PER I.R.C.
0
I F-03 F-03 I F-03 F-03 I
A----- ---!93/ - - - - - - - --------------
6" 10' 3 4 Ir 10' 6" 10' 3Ya" 1 10 4'-8 -
Ir
42'-0" 1
14
13
12
13'-6" 14'-9%" 17'-2 2" I . T-6" I . 4'-9Y4"
65'-6"
N
N
CONCRETE FOOTING SCHEDULE
SYM.
FOOTING SIZE
RE -BAR
PLACEMENT
F-01
*16"x8" CON'T.
(2) #4 CON'T.
F-02
24"x24'W"
(2) #4 EA. WY.
F-03
*24"x24'W"
(2) #4 EA. WY.
F-04
*30"xW'W"
(3) #4 EA. WY.
F-05
36"x36"x8"
(3) #4 EA. WY.
F-07
*36"x36'W"
(3) #4 EA. WY.
F-08
*42"x42"x8"
(4) #4 EA. WY.
F-09
44"x44"x12"
(4) #4 EA. WY.
F-10
48"x30"x8"
(4) #4 EA. WY.
F-11
48"x24"x8"
(4) #4 EA. WY.
F-12
76"x24'W"
(4) #4 EA. WY.
NOTE:
*EXTERIOR FOOTINGS SHALL BE MIN.
18" BELOW GRADE AND REST ON
BEARING SOIL.
NOTE Is
ALL FOUNDATION WALLS
TO BE 8" UNLESS CALLED OUT
OTHERWISE.
LEGEND
STEM WALL
FOOTING
CONCRETE SLAB
FOUNDATION PLAN
SCALE: 1/4" = 1'-0"
4/7 2020
y p,N N RCS
WASy�Nc�S'
- JC
ELECTRONIC COPY
ORIGINAL ON FILE
AT ROSS ENGINEERING
Lu
N
V
co
Lu
o
Q
Z Z
O
2
O o
cl)V W
Lu
Lu (j
L
Lu
Z W
Z
z
W
0 od z
O
ti
0
04
Q lq-
V 00
w
�a
0
a
U)
0
6
z
PROJECT NO.
200101
TL
DESIGNED BY
DRAWN BY
TL & RM
CHECKED BY
RR
SHEET:
PRINT DATE 4/5/202
Feb 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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
44 DF#2
* SIMPSON PC44
SIMPSON A34
* OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF 10d @4"O.C.
P-06
46 DF#2
* SIMPSON PC44
(2) A34
* OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF 10d @4"O.C.
P-07
44 DF#2
(4) 16d NAIL (SUB -FLOOR)
A34
P-08
(2) 2x4 P.T. CRIPPLES
(2) 16d TOE NAILS
A34
ATTACH TO CONCRETE WALL w/ 2 Y2" CONCRETE NAILS (2)ROWS 16"O.C.
P-09
(3) 2x— STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-10
(4) 2x— STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
p-11
(5) 2x— STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-12
2x— STUD w/ (3) 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-13
2x TRIMMER+(2) STUDS+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-14 4x4 PT HF#2 PC4Z OR EPC4Z PBS44A
P-15 6x6 PT HF#2 ECC66 PBS66
P-16 I 6x8 DF#1 CC78 WITH ROTATED STRAPS CB68 LONG AXIS PARALLEL TO GRID E
INOTE:1 SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE
BEAM SCHEDULE
SYM.
BEAM
BM-01
48 DF#2 OR BETTER
BM-02
410 DF#2 OR BETTER
BM-03
P.T. 48 SEE 20/S2
BM-04
3.5"x9.25" PSL
BM-05
3.5"x11.875" PSL
BM-06
5.25"x11.875" PSL
BM-07
7"x11.875" PSL
BM-08
1.75"x14" LVL
BM-09
5.25" x14" PSL
BM-10
3.5"x10.5" GLULAM
BM-11
5.5"x15" GLULAM
BM-12
5.5"x19.5" GLULAM
BM-13
6.75"x21" GLULAM
BM-14
1.75"x11.875" LVL
BM-15
5.5"x10.5" GLULAM
BM-16
3.5"x9" GLULAM
BM-17
412 DF#2
HANGER SCHEDULE
SYM.
HANGER
H-01
L70
H-02
IUS2.37/11.88
H-03
LU210 / LUC210
H-04
JB210
H-05
HUS210-2TF
H-06
HUC48
H-07
HUCQ612-SDS
H-08
HGUS5.50/14
H-09
HUCQ1.81/11-SDS
H-10
HUCQ412
H-11
HHUS7.25/10
H-12
BA410 MAX NAILS
H-13
HUCQ410
H-14
LU210-2 / LUC210-2
NOTE:
HANGERS NOT CALLED OUT IN ROOF
PLAN SHALL BE PROVIDED BY TRUSS
ENGINEER
i
I I
(D - ------------------i- --
I I
I I
I I
I I
C
C
a
• . ° ••----- 8
. - °.
I,
- — — —4-- — — — — — — — — —I — — — — — — —
I I I
I
� f--------------i— --- —------------------------------------ -------------------------------
I a
I�a I
---��--------------! - - - ------------------------------------!--------------------------------
I=
i �I
D --
I
I °I
1�1 i I
I
°
I
I1I.' GARAGE SLLAB
I
' 4" CONC. SLAB. SLOPE 'MIN. %8'
PER 1'-0" TOWARDS GARAGE DOOR.
I ,I
I .•I
I•°i I I
L' i I I
I• I
a
9 8 7 6 5 4 3 2 1
I I I I I I I I I
I I I I I I I I I
I I I I I I I I I
C— — — 4.°T --------------------------------------------------------------------------------------------------------I --------------------------
r .I
ai i 'I I I
C
i I �
14 13 12 11 10
LIN
MAIN FLOOR FRAMING
NOTE !
• INDICATES:
POINT LOAD ABOVE SOLID BLOCKING
REQUIRED
NOTE !
ALL FLOOR FRAMING MEMBERS TO BE
2x10 HF#2 OR BETTER
@ 16" O.C.(U.N.O.)
LEGEND
T CONCRETE WALL UNDER
WALLS/ FIXTURES OVER
FLOOR PERIMETER
FLOOR JOISTS
HEADERS & BEAMS
CONCRETE SLAB
0
4/7 2020
� RCS
of WAS,y,, s`
11
ELECTRONIC COPY
ORIGINAL ON FILE
AT ROSS ENGINEERING
V
Z
N
w
0
0
��
a
IL Y 2 01
J W d m
W �, N
GS
OJ
7 �
U �O�
co co 0
Z1p N
w
99 0 m
Lu m
J 0
W
E
O
V
C
+
.N
��
1�[I111 1111!I
�
Ci uj a�i m2o �v �-ocoNo
ZUEN'm=1 Z5 a>rnCm�c'�o
NZO y U'j O O CD N U o
~ m� a 0 N 2 0 C C C U.L.. 6� 2 0
= O J m— -o d v a m 2 m o°= r' w+ 2
V @ N
.`2 N.-.. El. -m N
�Um O 5.9 E
a W J O U C N C C O Z O d U1 a N O O
111E 60. O N J O' O. (0 2 N V t
w 0 r d d o E m d
a°
J Q O H
Lu
N
V
co
z
Q
Lu
o
Q
Z Z
O
O o
cl) U Lu
Lu
w
W (j
L
Lu
Z w
cj) Z
z
W
od Z
N
0 O
0I.L ti
Q C\l
V 00
w
0
c
0
Q.
�L
rn
m
0
0
z
PROJECT NO.
200101
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
RR
SHEET:
S5
PRINT DATE 4/5/202
13
Feb 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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
44 DF#2
* SIMPSON PC44
SIMPSON A34
* OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF 10d @4"O.C.
P-06
46 DF#2
* SIMPSON PC44
(2) A34
* OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF 10d @4"O.C.
P-07
44 DF#2
(4) 16d NAIL (SUB -FLOOR)
A34
P-08
(2) 2x4 P.T. CRIPPLES
(2) 16d TOE NAILS
A34
ATTACH TO CONCRETE WALL w/ 2 Y2" CONCRETE NAILS (2)ROWS 16"O.C.
P-09
(3) 2x- STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-10
(4) 2x- STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-11
(5) 2x- STUDS
(4) 16d NAIL (DBL. TOP PLATE)
(4) 16d NAIL (TOE PLATE)
16d NAILS STAGGERED @ 12" O.C.
P-12
2x- STUD w/ (3) 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-13
2x TRIMMER+(2) STUDS+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-14 4x4 PT HF#2 PC4Z OR EPC4Z PBS44A
P-15 6x6 PT HF#2 ECC66 PBS66
P-16 6x8 DF#1 CC78 WITH ROTATED STRAPS CB68 LONG AXIS PARALLEL TO GRID E
NOTE: SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE
BEAM SCHEDULE
SYM.
BEAM
BM-01
48 DF#2 OR BETTER
BM-02
410 DF#2 OR BETTER
BM-03
P.T. 48 SEE 20/S2
BM-04
3.5"x9.25" PSL
BM-05
3.5"x11.875" PSL
BM-06
5.25"x11.875" PSL
BM-071
TI1.875" PSL
BM-08
1.75' 14" LVL
BM-09
5.25" x14" PSL
BM-10
3.5"x10.5" GLULAM
BM-11
5.5"x15" GLULAM
BM-12
5.5"x19.5" GLULAM
BM-13
6.75"x21" GLULAM
BM-14
1.75"x11.875" LVL
BM-15
5.5"x10.5" GLULAM
BM-16
3.5"x9" GLULAM
BM 17
4x12 DF#2
HANGER SCHEDULE
SYM.
HANGER
H-01
L70
H-02
IUS2.37/11.88
H-03
LU210 / LUC210
H-04
JB210
H-05
HUS210-2TF
H-06
HUC48
H-07
HUCQ612-SDS
H-08
HGUS5.50/14
H-09
HUCQ1.81/11-SDS
H-10
HUCQ412
H-11
HHUS7.25/10
H-12
BA410 MAX NAILS
H-13
HUCQ410
H-14
LU210-2 / LUC210-2
NOTE:
HANGERS NOT CALLED OUT IN ROOF
PLAN SHALL BE PROVIDED BY TRUSS
ENGINEER
9 8 7 6 5 4 3 2 1
I
I I I I I I I I
I I I I I I I I
Q
H. 2'-0„
O.H.
I I t-�
�Ncv—) �H �o
J— — — — — —— — — -- — -- I
---------------7---- ------ -i--- J - ----- -- - IwT�--- A--
co
M - --------------I Q BM-10 j LJ Luii ii = —=1= ==i I� I-- ---
--- --- --- - - L-� A
_ ---� i(NOTCH OVER BEAM) Ll
I
I I I I r I Hm
l
1 H �H m 4�
i
= I 11.875" BCI 60 0-1.8 A ,
Ca 16"O.C.
I--
'°
o� B -05 C° R
-----------L-- --- ---------------- — -- -- — -- -- — — — L— — -- _j --------------------- I — --- -------------
0]
"I ��` 6
I I A
S2
5
I
FOR
\OA
o
y
S2
SOLID
BLOC
SOLI
BLO
K
`
�
OVE
BEAM
BEA
B
05
A
OVER
BEA
B
---
---
---
---
----
---
---
----
---
---
I
---
---
-
T
r--
Lm'
__
N
S2
1.875"
BCI 6
0-1.8
16"O.
`.
r
S2
I
,o
A
I
A
\\
I
ODD
\
RIDGE
\�`�
I Q
BM
05
'O
0
i
BM-02
A
- -- -- ii -- ------NI -- --- ---------III -- — aI -- ——
--- - - — ,-- ---— - ----- - -----
ti`90�— — — -
-- -- -- - ------- ----- - - - F - - -- -- --- II II II - --- - - — -- - ----- ----- -------------
----------
�--------- —---- ----- ------,
----------------
r I I I I I \\\--------------,
'
o I / `O I I I I
� )C-4
I i SOLI BLO K I I BM 05 �- OVE BEAM___ ; I j I M-01 j
LL
A A Q I I i -----------------
0
N
v o ZQ_
OI� I I 1.875" BCI 60 0-1.8oGABLE --- --I - G - - - F r ---- ---- r---- ----- -- ----—-- -- — —— ----- ---- ----- I I I I 16"0. . A I 4-_ 2 t
2x1 LANDING ►- 8 -� A I �O i i `� I CA 'T �00 it N J
2 i 16"0. p - - - ,
l w �- - 3 2x12 STAIR _ A7 o O I 2 i BM 06 'Q O i I I I t (3) 2x12STAIR
- L1 - - - I I it STRINGERS co
- - - - - - - - o - - -SSTRINGER' - - - - - I A7 I \O I ,1I, t
Aof m I BM-1 I I STRI IpERS
� �/ — _ _GIRDER -TRUSS - __----- 1 -m -I --- -- --- --- - ------ L- - -- �- -----J /01%
o- - R I (3) 2x1 STAIR 8 I
Lu
---- --- r r 7 C
J---------- - - - - - - --------------- F-- - --_ --_ -- - - - --_ -- — — - -_ - _ _ r- -
�_�_-_-_-_-_-_ DBL IST -
1 I - {3BL iST- \n=031
cn- - -- ----Jw- - t - - - - - - - - - -O��ci 12\ I I \ -- �o \ II ----------N 1� o wN 08 w o� o(3) 2x1g STAIRI--- �
I STRINGERS I 1 I I co
E `o o N N �, 0 C m 2x10 ANDI 3 2x12 STAIR o
9 I BM-12 `�I m BM-09 1142 H O BM-15 O O O A Z---- 2x1 LANDING
-`n I ----------------- Q� ------ -Q Q - -- �N - Q - @6"O.0 m STRINGERS m 160 A -- --
- - - - - - - -- - - - - -� ---- - --- -o - ---- - -- ---
I
I I E--
I
I II
O0)
(D -------
uo
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
I
� I
\Qo I
6�-1211
I II
I
i
I
-----------------------------
'_L
- 6..o A
O.H.
6IIIo-
13
14" B01 600041.8 DF
16"0. m
r,
N_
!x8 H # 2 RAF
24"O.0
�— — — --- — — — — A — — —-- ---- ---
1� N
� H
12
■oi
c�
w
2
cj
cy
B -02 A
- - - -- ---- =- - IF
---
1� — — — --- — — — --- -- — — — -- — —
o =
N o
h
Q%
I I I I I I I
I I
812
I A
I
i I I
I ,
------- -- -- A - - -- --
`
I O 9
2x8 LE GER WIT 2 SDS 15312 SPACED 1 2'-6"
4" TO HACH GABLE TRUSSI STUD (a "O.C. �:i 1 O.H.
I I
I I
I I
I
� I
I I
I I
I I
I I
— — — — — — — ------------------------------------
:].?
I
11 10
2ND FLOOR FRAMING
SCALE: 1/4" = 1'-0"
FLOOR TRUSS NOTE:
THIS LAYOUT IS FOR SCHEMATIC PURPOSES ONLY.
REFER TO TRUSS FRAMING PLANS PER MANUFACTURER
AND PREPARED BY A LICENSED TRUSS ENGINEER.
NOTE !
ALL ROOF FRAMING MEMBERS TO BE
MANUFACTURED TRUSSES
@ 24" O.C.(U.N.O.)
NO CALLOUTS
SHALL BE
HEADER: BM-01
COLUMN: P-01 (ea. side)
LEGEND
TRUSSES
TRUSSES (TOP CHORD)
OVER FRAMING
WALLS UNDER
WALLS/ FIXTURES OVER
HEADERS &BEAMS
FLOOR PERIMETER
FLOOR JOISTS
LANDING JOISTS
STAIR STRINGERS
LOWER ROOF LINES
2'-6"
O.H.
I
4/7 2020
�l PN N.
?o
s`
0
11
ELECTRONIC COPY
ORIGINAL ON FILE
AT ROSS ENGINEERING
(V
Z
� N
w
0
0
a ��
EL Y x coJ W d m
GS W �, N
O
J L7
U �Oco co U
0
ZcoN`
Lu
N —
99 0 m
Lu m
J 0
W
O
V
C
+
.N
c
N
ry N
Z U E
NZZ 8!E oi'a m"N�Cma
C C U U 2 y C° L'
� Omt� m� o mw�'m GE y
a WJ5cn 0cdON a°°«��ma�jOo
8-,o o ° ��o �s g =--o
Lu aa'�y�°.am��,�vt
J Q O H
Lu
N
V
co
Lu
(� p
Q
Z z
OG
O o
cn U w
Lu
LU (j
L
Lu
cl) Z W
Z
z
W �
N
0 O
N
111
0
Q C\l
V co
w
0
c
0
Q.
rn
m
0
O
z
PROJECT NO.
200101
DESIGNED BY
TL
DRAWN BY
TL & RIM
CHECKED BY
RR
SHEET:
S6
PRINT DATE 4/7/2020'�
Feb 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
'M. POST CAP BASE NOTES: G
.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 9 8 7 6 5 4 3 2 1
-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
-03 (2) 2x- TRIMMERS (4) 16d NAIL (HEADER) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. \
-04 (2) 2x- STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. �\
.05 4x4 DF#2 " SIMPSON PC44 SIMPSON A34 * OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF 10d @4" O.C.
-06 4x6 DF#2 ` SIMPSON PC44 (2) A34 " OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF 10d @4" O.C.
-07 4x4 DF#2 (4) 16d NAIL (SUB -FLOOR) A34
-08 (2) 2x4 P.T. CRIPPLES (2) 16d TOE NAILS A34 ATTACH TO CONCRETE WALL w/ 2 %" CONCRETE NAILS (2)ROWS 16"O.C. 1 -4 M
O.H. Q�
.09 (3) 2x_ STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. - -1- - - - - - - - - - - - - - - - - - - - - - - - - - - - ---_---- -- \- -' - - - - - - - -------- - - - - ---
N-------------------- --- t— — —---------------
.10 (4) 2x_ STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C.
.11 (5) 2x_ STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. n /� _ _ _ _ _ __ _ — —_---_
IVI � o Q/ GABLE
-12 2x_ STUD w/ (3) TRIMMERS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER
-13 2x TRIMMER+(2) STUDS+TRIMMER (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER I. 1
O I I
II II
-14 44 PT HF#2 PC4Z OR EPC4Z PBS44A
-15 6x6 PT HF#2 ECC66 PBS66
II U)
Lu
16 6x8 DF#1 CC78 WITH ROTATED STRAPS CB68 LONG AXIS PARALLEL TO GRID E A O i i I I a
)TE: SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE i I I �7:12 0712 00
Of LLof
II II I of >
I I I = Q W
BEAM SCHEDULE
'M.
BEAM
-01
48 DF#2 OR BETTER
-02
4x10 DF#2 OR BETTER
-03
P.T. 48 SEE 20/S2
-04
3.5"x9.25" PSL
-05
3.5"x11.875" PSL
-06
5.25"x11.875" PSL
-07
7"x11.875" PSL
-08
1.75"x14" LVL
-09
5.25" x14" PSL
-10
3.5"x10.5" GLULAM
-11
5.5"x15" GLULAM
-12
5.5"x19.5" GLULAM
-13
6.75"x21" GLULAM
-14
1.75"x11.875" LVL
-15
5.5"x10.5" GLULAM
-16
3.5"x9" GLULAM
I L_
J
L_____
___J I
---
0-
O Z
Q
\
O�II
---
I
-----
----
----
-----
-----
--
-;-
I
- --
---------�
I
I
I
II
I
I
I
I I
I I
00 j]f
LL
Nxw
-
O
2'-6"
O-.H.
- - - -----
-----
-------------- - -
I I I
- - - - -- - --
GABLE I
\0
- - -
-
- -
\Osr BM 03
----i
-
-----------------------f
----
I
II
II
____
_____
____
_____J
_____II
II
I
L_j
II----n-
; i
I
ILL
m
i a 2x8 RAFTERS
I U
I I
jl I
I
I
L----
-----
-----
-----�
�-
-----
-------
yII,
----J
JJJ
I I
C---
---�
I
----JI
-----
I
I I
I II
N
I I
III
I I
III
A
�
C'M
RIDGE
N
�
II
l\�\ G
ID
N
cfl
I I A
7S-17I
� �
X
I iii w
I I I
I iii M
III
III n
I III II
Tj
-17 4x12 DF#2 --- - -- -- -- -- III — ---- I I -------
III II
con
/10 c
w RIDGE
r oBM 03
� I
--- -- -� --- ------ -----
r-- III i ii------ '----
I
15 I I
---
------------------------------------------------------- - I-- -- - - I -I - �- - --- - II ---------- - ---------- ----
-T-------T---------T------------ - L---- ----- -, - --- -- -- I� --- -- II -- --- -- -- ------- ------I-
_____ LI�_____ l i I I —__
I
I I I I I
�` U) '� i i I 2x8 RAFTERS
I II I � li 7:12 7:12 A
I I I I I I iiI ,�� I I I ��� O I I I
X I I I , U I I R 5t BM 03
GABLE WALL , Q
i r
I I I I I I I I I I I Till
2 2x12 RAFTER i i i i i I I I O. .
- - - - - - -
A7 00 1 2 T m A7 I I I I
(� `?` 1� Q I I I I I I I I --
� wIll
Lu L u Fc? O m i i i i I;
O W W J Q W J �j��-_ — —_ I --_t
z N � w CW9 � O W /I --I I -i i — \ — — — L--------- --J Q O O
I O, N
LL
W Lu O O I I I I '�
- - -- ----- - -J ------ LL I�
--- I J
�� o W N m 4:1208> ? a
I I
Z L _______ __ i CJ I o I�
O z ------ --L- - ----- r -1 Z Q
N _j V - ----- O W
W Z d
J o O w O z Q
z U) H0De
-- --- --- --- -- -- --- --- --- -- - --- -------------------------------------------- — — — --- --- ----
D---- ----- - ----- ----------------- --II II II IT
--i --------------------------- J-- —LL
---- - --- -- - --
-rN W
L----------iL-------- ]
S� - - -v - - - - -- - - -N wI II I
(D L____ _ ___j i <<FyI i Q GABLE
I I
I I L�
Li--- - ---- Q� O.H.
U) 2x8 RAFTERS
j
Ij
7 ---- ---
7
rl Ln
�] L-------1r- ---� �
RIDGE
N
LoRIDGE
I
I I I MFG. S SSOR TRUSSES N
24"O.C. 77
ILq
I II II
L0
ILL
15 I I Ii ii I I I
/�
SZ I y
IL ----- ----- ---- �� -
II .O I
--- II ------------ IIII---------------------
I ---- - I I u S1 I ----- O�� M-03
IC--- ----------
�o
1' 0" 0.H.
�h I chQ
I I I I I
I I I I I
I I I I
g-------- a------------------ - -i --------------------IL------�------------
I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
I I I I I
A---------------------------------------------------------------------I--------------------------------------------------- i --------------------------
14 13 12 11 10
HANGER SCHEDULE
SYM.
HANGER
H-01
L70
H-02
IUS2.37/11.88
H-03
LU210 / LUC210
H-04
JB210
H-05
HUS210-2TF
H-06
HUC48
H-07
HUCQ612-SDS
H-08
HGUS5.50/14
H-09
HUCQ1.81/11-SDS
H-10
HUCQ412
H-11
HHUS7.25/10
H-12
BA410 MAX NAILS
H-13
HUCQ410
H-14
LU210-2 / LUC210-2
NOTE:
HANGERS NOT CALLED OUT IN ROOF
PLAN SHALL BE PROVIDED BY TRUSS
ENGINEER
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"x30" ATTIC ACCESS WITH APPROVED
WEATHERSTRIPPING. IF ACCESS IS IN A GARAGE, A SELF
CLOSING MECHANISM MUST BE INCORPORATED.
• 16d @ 8"o.c. END TRUSS TO TOP PLATES. (TYPICAL AT ALL
GABLE ENDS)
• ATTICS WHERE THE MAX. CLEAR HEIGHT BETWEEN JOIST
AND RAFTERS IS MORE THAN 42", OR WHERE THERE ARE
TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB
CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE
42" HIGH BY 24" WIDE OR GREATER, MUST BE CONSIDERED
ATTIC WITH LIMITED STORAGE.
• ATTIC SPACE SERVED BY A FIXED STAIR SHALL BE
DESIGNED TO SUPPORT THE MIN. LIVE LOAD FOR SLEEPING
ROOMS.
ATTIC VENTILATION CALCULATIONS
ATTIC VENTILATION (R806.1 & 806.2)
PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 150 SQ. FT. OF
ATTIC AREA.
EXCEPTION:
PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 300 SQ. FT. OF
ATTIC SPACE WHEN NOT LESS THAN 40% AND NOT MORE THAN 50%
OF THE REQUIRED VENTILATION AREA IS PROVIDED BY
VENTILATORS LOCATED WITHIN THE UPPER PORTION OF THE ATTIC
OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT
MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE
SPACED MEASURED VERTICALLY WITH THE BALANCE OF THE
REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS.
WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS
CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS,
INSTALLATION OF MORE THAN 3 FEET BELOW THE RIDGE OR
HIGHEST POINT OF THE SPACE SHALL BE PERMITTED.
UPPER ROOF VENT CALCULATIONS
ROOF AREA
2550 SQ FT
REQUIRED ROOF VENTILATION
AREA / 300
8.50 SQ FT
40-50% IN UPPER & LOWER ROOF
ROOF VENT AREA / 2
4.25 SQ FT
VENT BLOCKS IN EAVES
BLOCKS = AREA/ 0.074
58
ROOF VENTS IN UPPER 40-50 %
OPTION 1:
AF50 ROOF JACK = AREA/ 0.333
13
OPTION 2: (ridge vent)
CORAVENT V300 = AREA/ 0.094
45.2 FEET
ROOF PLAN
SCALE: 1/4" = V-0"
FOR SCHEMATIC PURPOSES ONLY.
REFER TO TRUSS FRAMING PLANS PER MANUFACTURER
AND PREPARED BY A LICENSED TRUSS ENGINEER.
NOTE !
ALL ROOF FRAMING MEMBERS TO BE
MANUFACTURED TRUSSES
@ 24" O.C.(U.N.O.)
NO CALLOUTS
SHALL BE
HEADER: BM-01
COLUMN: P-01 (ea. side)
LEGEND
TRUSSES
RAFTERS
TRUSSES (TOP CHORD)
OVER FRAMING
GIRDER TRUSS
2ND WALLS UNDER
jfJJl1 MAIN WALLS UNDER
HEADERS & BEAMS
ROOF LINES
LOWER ROOF LINES
4/7 2020
yPN N. Ro
WAsy��cS
Z
J Ba
0 �
46411
4NA
ELECTRONIC COPY
ORIGINAL ON FILE
AT ROSS ENGINEERING
U
Z
N
W
O
co
Q > U
CL
Y 2 a
wad
w��
OJ V
U �o
Z 00
N N
W
o
W m
o
W
H
O
u
+
W
U
z U E�
Na} t0 U
O
O.dU T Oa.3LU E N c
F O. O rh N O m C C V `O 9 N O
= O C y J
= Z Q 2 fN m U y i .z o d.N E c
a w 0,
n- O a o 0 0= o
Oww0.�Oo3mi."m�.�3_mo�
U W o npO�
o w s E. P> F E m
J Q O F O
Lu
N
V
Lu
(l) p
Q
Z z
O
O �
0
w
Lu
Lu (j
Lu
Z LuLu
cj) Z L.f_
z
W
0 06 z
c)
ti
0
N
Q
V 00
w
�a
0
c
O
s-
t�
w
m
0
6
Z
PROJECT NO.
DESIGNED BY
200101
TL
DRAWN BY
TL & RM
CHECKED BY
RR
SHEET:
S7
PRINT DATE 4/7/202
Feb 17 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT