APPROVED BLD RESUB 1-Architectural_Plan+8.4.2021_8.31.31_AM+2338021GENERAL NOTES
DRAWING INDEX
GENERAL REQUIREMENTS
ALL WORK SHALL COMPLY WITH THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN),
SHEET N0. DESCRIPTION
6 31 BIRCH STREET E D M O N D S WA 9 802 0
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 ANYAPPLICABLE LAND USE CODE.
Al COVER SHEET, INDEX, GENERAL NOTES
' '
THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO
A2 FLOOR PLANS
CONSTRUCT A WEATHER TIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND
A3 STRUCTURAL NOTES, ENLARGED PLAN VIEW &PERSPECTIVE
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
•REMODEL K I TC H E N
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
t ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■ � ■
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
Nothing in this permit approval process shall be
!interpreted as allowing or permitting the �
•
R E M O D E L MAST E R B AT H R O O M
INTENDED OWNER/BUILDER IS NOT PERMITTED.
(maintenance of any currently existing illegal,
■
■nonconforming, or unpermitted building, structure,
ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE.
IOr site condition which is outside the scope of the �
•
REMODEL BASEMENT LAUNDRY R O O M
.permit application, regardless of whether such
SITEWORK
(building, structure, or condition is shown on the site
1. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING WITH COURSE GRANULAR FILL. (1 1/2-3/8 CLEAN
■plan or drawing. Such building, structure, or
condition may be the subject of a separate i
• N O E XT E R I O R A D D I T I O N S O R WORK PROPOSE D
WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FINISHED GRADE.) PROTECT DRAIN TILE AND
■enforcement action.
WATERPROOFING.
`■�■�■�■�■�■�■�■�■�■�■I
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.
2018 WS E C ALTERATION W O R KS H E ET
4. ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ENGINEER AND INSTALLED PER
APPLICABLE CODE.
MECHANICAL
Alterations Worksheet - 2018 Washington State Energy Code
Project Information Contact Information R503.1.1 Building envelope. Building envelope assemblies that are part of the alteration shall comply with Section
1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INSTALLED BYA COMPETENT, EXPERIENCED PLUMBER AND IN
OTTERLEE RESIDENCE JANE OTTERLEE R402.1.1 or R402.1.4, Sections R402.2.1 through R402.2.11, R402.3.1, R402.3.2, R402.4.3 and R402.4.4.
ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND LOCAL CODES.
Exception: The following alterations need not comply with the requirements for new construction provided
2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL
the energy use of the building is not increased:
CONTRACTOR IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE, 2018 IRC, AND LOCAL CODES.
PROVIDE DOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE
1. Storm windows installed over existing fenestration.
WASHINGTON STATE ENERGY CODE. WHEN INSTALLED IN GARAGE, HEATING UNITS SHALL BE PLACED SUCH
The WSEC requirements for alterations are located in Chapter 5 of the code text. 2. Existing ceiling, wall or floor cavities exposed during construction provided that these cavities are filled
THAT ALL PILOT LIGHTS, BURNERS, HEATING ELEMENTS, OR SWITCHES ARE LOCATED A MIN. OF 18" ABOVE THE
Alterations (remodels) do not need to obtain energy credits from Table R406.3 with insulation. 2x4 framed walls shall be insulated to a minimum of R-15 and 2x6 framed walls shall be
GARAGE FLOOR.
insulated to a minimum of R-21.
Additions must meet the requirements for new construction. This includes nonconditioned space being 3. Construction where the existing roof, wall or floor cavity is not exposed.
THERMALAN D MOISTU R E
altered to become conditioned space. 4. Roof recover.
5. Roofs without insulation in the cavity and where the sheathing or insulation is exposed during reroofing
1. INSULATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE
shall be insulated either above or below the sheathing.
Will the wall cavities be exposed?
OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE SHOWN ON
PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET.
J YeS NO 6. Surface -applied window film installed an existing single pane fenestration assemblies to reduce solar
2. APPLY 1 COAT (MIN) HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION
If yes: Exposed wall Cavities must be insulated - heat gain provided the code does not require the glazing fenestration to be replaced.
WALLS, FROM FOOTING TO FINISHED GRADE AT FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE
2 X 4 wall studs require R-15 insulation
INTERIOR SPACES AND FLOORS BELOW GRADE.. (R406.1)
3. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER
2 X 6 wall studs require R-21 Insulation R503.1.1.1 Replacement fenestration. Where some or all of an existing fenestration unit is replaced with a new
MANUFACTURER'S INSTRUCTIONS.
fenestration product, including sash and glazing, the replacement fenestration unit shall meet the applicable
4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS, LAPPED AT ALL SPLICES
Will the roof/ceiling framing cavities or attic be exposed? w Yes NO requirements for U-factor and SHGC in Table R402.1.1. Where more than one replacement fenestration unit is being
AND OVER FOOTINGS.
installed, anarea-weighted average of the U-factor and SHGC of all replacement fenestration shall be permitted to be
FINISHESVaulted
If yes: Exposed roof/ceiling assemblies must be insulated - used to demonstrate compliance.
R503.1.2 Heating New heating, duct that the
ceilings: Insulate to the full depth of the framing member and cooling systems. cooling and systems are part of
while allowing for the minimum 1" ventilated space alteration shall comply with Section R403.
GARAGE CEILINGS BENEATH HABITABLE SPACES SHALL BE COVERED WITH 5/8" TYPE "X" GYPSUM WALL BOARD.
Exceptions:
GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH 5/8" GYPSUM WALL BOARD.
WALLS AND STRUCTURE SEPARATING RESIDENTIAL AND GARAGE SPACES SHALL BE COVERED WITH 1/2" GYPSUM
1. Where ducts from an existing heating and cooling system are extended, duct systems with less than 40 linear feet in
Flat ceilings: Install R-49 insulation or what the attic space can
WALL BOARD. ALL GARAGE GYPSUM WALLBOARD SHALL HAVE JOINTS FIRETAPED WITH NAILS SET AND
unconditioned spaces shall not be required to be tested in accordance with Section R403.2.2.
accommodate based on the roof pitch
COMPOUNDED. ALL OTHER WALLS SHALL RECEIVE 1/2" GYPSUM WALLBOARD. CEILINGS WITH JOISTS/ TRUSS
2. Existing duct systems constructed, insulated or sealed with asbestos.
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-
Will the floor framing cavities be exposed? Yes � No
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.
If yes: Exposed floor cavities must be insulated to R-30 R502.1.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the addition shall
comply with Section R403.
ELECTRICAL
Are the windows and/or doors being replaced? � Yes No Exception: The following need not comply with the testing requirements of Section R403.3.3:
SYMBOL LEGEND
(includes both window or door and frames) 1. Additions of less than 750 square feet.
If yes: New windows and doors must have an area weighted average U-factor of <_0.30 2. Duct systems that are documented to have been previously sealed as confirmed through field
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
verification and diagnostic testing in accordance with procedures in WSU RS-33.
THIS SET OF PLANS ARE FOR REFERENCE LAYOUT ONLY.
WIII the heating Or COOling System be replaced? YeS `' No 3. Ducts with less than 40 linear feet in unconditioned spaces.
4. Existing duct systems constructed, insulated or sealed with asbestos.
CARBON MONOXIDE DETECTOR
OO INTERCONNECTED 110v BATTERY BACKUP
If yes: New equipment must meet current requirements and
F I R ESTO P P I N G
w/
c.o.
ducts need to be tested R503.1.3 Service hot water systems. New service hot water systems that are part of the alteration shall comply with
CAN BE COMBINED w/ S.D.
Section R403.5.
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
SMOKE DETECTOR
� INTERCONNECTED 110v w/ BATTERY BACKUP
Will the hot water system be altered? Yes � No
THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING
S D�
R503.1.4 Lighting. New lighting systems that are part of the alteration shall comply with Section R404.1.
LOCATIONS:
1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 10'-0"
EXHAUST FAN (VENT TO OUTSIDE)
If yes: New water heating equipment must meet current code requirements Exception: Alterations that replace less than 50 percent of the luminaires in a space, provided that such
HORIZONTALLY, AND AT THE CEILING AND FLOOR LEVEL.
alterations do not increase the installed interior lighting power.
2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT
O KEYNOTE
Are more than 50% of the light fixtures being changed? Yes � No
SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC.
3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL
R503.2 Change in space conditioning. Any nonconditioned orlow-energy space that is altered to become conditioned
CAVITIES IN LINE WITH STRINGERS.
101 DOOR SCHEDULE SYMBOL
If yes: 75% of all lamps must be high efficacy space shall be required to be brought into full compliance with this code.
4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH
NON-COMBUSTABLE MATERIALS.
1i WINDOW SCHEDULE SYMBOL
LED or CFL
REVISION- SEE DESCRIPTION IN
MISCELLANEOUS
TITLE BLOCK
1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING.
SIM DETAIL SYMBOL
1 �
2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND
SIMILAR DETAIL
101 -DETAIL N0.
ELECTRICAL WORK.
3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH (R314) SMOKE DETECTORS TO BE HARD WIRED AND
SHEET N0.
INTERCONNECTED. (R314.4, R314.5). A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND
SIM
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)
1 BUILDING CROSS SECTION
Al � DETAIL N0.
■
OBTAIN ELECTRICAL ALL WORK SUBJECT City Of Edmond s
4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE
BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS.
SHEET N0.
PERMIT FROM TO FIELD BUI�Ciing D@pal"t17121"lt
5. EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER -FLASHED IN SUCH A MANNERAS TO
Room name � -ROOM NAME
STATE LABOR & INSPECTION FOR
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.)
INDUSTRIES Work INTERIOR REMODEL
CODE COMPLIANCE
7. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4" IN DIAMETER
-------------------------------------------
CANNOT PASS THROUGH.
Address 631 BIRCH ST
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
------------------------------------
Owner OTTERLEE
44" FROM FINISHED FLOOR TO BOTTOM OF CLEAR OPENING (R310.1).
_________
APPROVED
-------------------------
PLANS MUST BE Approved Date 8/10/2021 RESUB
� Know what'sb@IOW. STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO
ON JOB SITE Building Official � � w•
______________ _________ AUg O4 2021
Call before you dig. LOCATE ALL UNDERGROUND UTILITIES.
_____________ _________ CITY OFEDMONDS
Permit Number BLD2021-0994 DEVE DEPARTMENRVICES
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PROJECT NO.
200804
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
PERMIT SUBMITTAL
SHEET NO.
PRINT DATE 7/16/2021 10:39:56 AM
NEW 4'x5'
MUD SET SHOWER
w/TEMP. GLASS DOOR
AND ENCLOSURE.
PROVIDE MIN. 2" CURB -
VERIFY EXISTING OR INSTALL
NEW MIN. 80 CFM FAN (V.T.O.) --
EXISTING PRIMARY SUITE
CONTRACTOR TO VERIFTY
EXISTING SMOKE AND CO2
DETECTORS AND REPLACE
OR ADD AS NEEDED PER
I.R.C. AND EDMONDS CODES.
S.D.
EXISTING BEDROOM 3
= NOTE:
= CABINET LAYOUT IS
FOR ORIENTATION
- PURPOSES ONLY.
_ REFER TO CABINET
EXISTING DECK LAYOUT AND
- 0" DIMENSIONS
PROVIDED BY
CABINET DESIGNER
-- EXISTING WINDOW OR
- INFILL EXISTING= REPLACE WITH NEW. VERIFY
WINDOW LOCATION WITH CABINET
LAYOUT BY OTHERS.
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EXISTING BEDROOM 2
VERIFY EXISTING
(2) 2x4 POST OR
INSTALL NEW.
REPLACE EXISTING
WALL w/NEW 3 1/2"x9 GLB. -- -
VERIFY EXISTING OR
INSTALL NEW EXHAUST
FAN. (V.T.O.)
EXISTING FURNACE
(NO CHANGE) -�,
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INSTALL NEW 2868
DOOR OR MOVE L
EXISTING ---
CONTRACTOR TO VERIFTY
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DETECTORS AND REPLACE
OR ADD AS NEEDED PER
I.R.C. AND EDMONDS CODES.
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MOVE EXISTING WASHER
AND DRYER TO NEW WALL.
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EXISTING FOOTING. MIN. 12"
WIDE x 8" DEEP OR THICKEND
SLAB. NOTIFY DESIGNER
IF CONDITIONS DIFFER.
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�� ROOF FRAMING PLAN
NOTE!
CONTRACTOR TO VERIFY NON -BEARING WALL CONDITIONS AT DEMO AND
NOTIFY DESIGNER IF CONDITIONS DIFFER FROM DRAWN PLANS. THIS
DESIGN ASSUMES EXISTING MANUFACTURED TRUSSES BEARING FROM
FRONT TO BACK OF HOUSE. NO INTERMEDIATE BEARING.
DOOR SCHEDULE
SYM. N0.
WIDTH
HEIGHT
DOOR TYPE
COMMENTS
BASEMENT FLOOR
D2 2' - 8" 6' - 8" SINGLE PANEL
MAIN FLOOR
D1 2' - 6" 6' - 8" SINGLE STORE DOOR (TEMP.) INTERIOR PANTRY DOOR w/GLASS INSERT OR PER OWNER SPECS.
�� KEYNOTE SCHELDULE
KEY VALUE TEXT
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)
19 TEMP. GLASS DOOR
25 PANTRY SHELVING: PROVIDE (5) MELAMINE OR EQUIV. 16" DEEP SHELVES PER BUILDER SPECIFICATIONS.
26 TEMPERED GLASS SHOWER DOOR AND ENCLOSURE.
WALL LEGEND
NEW WALLS
EXISTING WALLS TO REMAIN
— — — — — — � WALLS AND STRUCTURES TO BE REMOVED
RESUB
Aug 04 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
200804
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
PERMIT SUBMITTAL
SHEET NO.
PRINT DATE 8/3/2021 7:39:01 PM
MISCELLANEOUS FRAMING AND STRUCTURAL NOTES
ni cn c� n n inn c� � n � inn
GENERAL NOTES WOOD
Contractor shall verify all levels, dimensions and existing conditions in field before proceeding with
any construction or demolition. Contractor shall notify the Architect of any discrepancies or field
changes
Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or
procedures required to perform the work. Contractor shall provide adequate shoring and bracing of
all structural members, existing construction and soil excavations as required, in a manner suitable
to the work sequence. Temporary shoring and bracing shall not be removed until all final
connections have been completed in accordance with the drawings and materials have achieved
design strength. Foundations walls greater than 4 feet shall not be backfilled until the floor framing
and all connections to the floor framing per these details are complete.
CHANGES: No changes to these structural drawings are permitted without written consent of the
Engineer. Changes will be billed to the client, owner or contractor at the Engineer's hourly rate.
DESIGN LOADS
LIVE LOADS: Live loads are determined in accordance with ASCE Ch. 7
L = 60 PSF (Balcony)
SNOW LOADS: Snow loads are determined in accordance with ASCE Ch. 7 with the following
Factors:
Ground Snow Load Pg = 20 psf Ct = 1.0 Ce = 1.0
Roof Snow Load Ps = 25 psf Is = 1.0
EXISTING T&G CAR DECKING OVER
4x9 TIMBER BEAMS @ 4' O.C. (TYP.)
SAWN LUMBER: Structural sawn lumber shall be kiln dried and be of the species and grade noted
below or better:
Use
Grade
Fb si
Wall Studs
Stud
675
Plates &Planks
Hem Fir #2
850
Joists &Rafters
Hem Fir #2
850
4x Beams
Douglas Fir -Larch #2
900
6x Beams
Douglas Fir -Larch #2
875
Posts
Douglas Fir -Larch #2
750
2x4 T&G Decking
Douglas Fir -Larch Select
1750
All lumber and plywood 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"
TYPICAL DETAILS
In addition to the details and schedules on the framing plans, those noted as "Typical" shall be
used throughout the structure as applicable.
JN FLOOR
9' - 11 1 /8"
BASEMENT PLATE
�� 9' - 1 1 /8"
i"
DEMO EXISTING WALL i I I
AND INSTALL NEW � �
3 1/2"x9" GLB. - — " � I I
1 /2"GWB �� �
GEEING BOARD -- _ � �
DBE. 2x TOP PLATES
NEW 2x6 STUDS OR 2x4 STUDS AND
FURRED OUT AS NEEDED FOR PLUMBING,
@ 16" O.C. w/ 1/2" GWB BOTH SIDES.
INSULATION FOR SOUND DEADENING.
� P.T. 2x FLOOR
PLATE w/ 1/2" ANCHOR
BOLTS INTO EXISTING
CONCRETE @ 48" O.C.
AND WITHIN 12" OF ENDS.
I
� _ � �" � � , BASEMENT FLOOR
a_ a,a d,a xb - _ -. -. � .-, .Qd h - ,_
4�� BASEMENT WALL
ENLARGED KITCHEN PLAN
JLATION
BATT OR BLOWN
5ED AREAS.
FLOOR PLATE �
17' - 7 1 /8"
MAIN FLOOR �
9' - 11 1 /8"
EMENT FLOOR
1' - 8 1 /8"
BUILDING CROSS SECTION
RESUB
Aug 04 2021
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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PROJECT NO.
200804
DESIGNED BY
TL
DRAWN BY
TL & RM
CHECKED BY
TL
PERMIT SUBMITTAL
SHEET NO.
PRINT DATE 7/16/2021 2:23:45 PM