SEE REV1 APPROVED PLN ENG BLD RESUB 2-BLD2024-0191+Architectural_Plan+6.4.2024_5.16.19_PM+4301173ARCHITECTURAL NOTES
GENERAL
1. ALL WORK SHALL CONFORM TO THE 2018 INTERNATIONAL RESIDENTIAL
CODE, THE 2018 INTERNATIONAL BUILDING CODE, THE 2018 WASHINGTON
STATE ENERGY CODE ( RESIDENTIAL), AND ALL APPLICABLE LOCAL
JURISDICTION RULES AND REGULATIONS.
2. CONTRACTOR TO VERIFY ALL DIMENSION DATUMS AND LEVELS PRIOR
TO CONSTRUCTION. ALL DIMENSIONS ARE TO FACE OF STUD OR
FACE OF CONCRETE UNLESS NOTED OTHERWISE. DO NOT SCALE
DRAWINGS FOR CRITICAL DIMENSIONS.
3. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY
PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR
PROCEDURES REQUIRED TO PERFORM THE WORK.
4. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN WITHOUT
WRITTEN INSTRUCTIONS FROM THE ARCHITECT.
5. REPORT ERRORS AND/OR OMISSIONS ON THESE DRAWINGS TO THE
ARCHITECT IMMEDIATELY.
6. THESE DRAWINGS ARE THE PROPERTY OF ARCHITECT7600 LLC
AND MAY BE REPRODUCED ONLY WITH WRITTEN PERMISSION.
AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME, STAMP & SIGNATURE
OF THE ARCHITECT.
7. WORKING DRAWINGS BY THEIR VERY NATURE ARE DIAGRAMMATIC AND
DO NOT PROVIDE ALL DETAILS OR CONDITIONS OF CONSTRUCTION.
HOWEVER, QUESTIONS MAY ARISE AS TO THE DESIGN INTENT, AND
CONSTRUCTION TECHNICAL DETAILING WITHIN THESE DRAWINGS.
AS CLARIFICATIONS, INTERPRETATIONS, AND REVISIONS ARE PART OF
THE CONSTRUCTION PROCESS, ARCHITECT7600 LLC
SHALL NOT BE LIABLE FOR ANY DIRECT, INDIRECT OR
CONSEQUENTIAL DAMAGES AS A RESULT OF NOT PARTICIPATING IN
THE CONSTRUCTION PROCESS.
MISCELLANEOUS ASSEMBLY REQUIREMENTS
1. ALL EXPOSED EXTERIOR METAL SHALL BE GALVANIZED.
2. ALL WOOD IN CONTACT WITH CONCRETE OR EARTH SHALL BE
PRESSURE TREATED. ALL PRESSURE TREATED LUMBER
(PT.) SHALL NOT CONTAIN, OR BE TREATED WITH CHROMIUM COPPER
ARSENATE.
3. PROVIDE ATTIC ACCESS, MINIMUM 22" X 30", WITH 30" MINIMUM
HEADROOM AT UNOBSTRUCTED, READILY ACCESSIBLE OPENING PER
IRC R807. INSULATE AND WEATHER-STRIP.
4. PROVIDE CRAWL SPACE ACCESS, MINIMUM 18"X 24" UNOBSTRUCTED
OPENING PER IRC R408.4. ALLOW 18" MINIMUM SPACE UNDER WOOD
JOISTS AND 12" MINIMUM UNDER WOOD GIRDERS. INSULATE AND
WEATHER-STRIP.
5. PROVIDE VENTILATION PER IRC AS FOLLOWS:
a. CRAWL SPACE VENTILATION: MINIMUM NET AREA SHALL NOT BE
LESS THAN 1 SF PER 150 SF OF UNDERFLOOR AREA. OPENINGS
SHALL BE PLACED WITHIN 3 FEET OF THE CORNERS AND SHALL
PROVIDE CROSS VENTILATION PER IRC R408.1 AND R408.2
b. ATTIC VENTILATION: MINIMUM NET AREA SHALL NOT BE LESS THAN
1 SF PER 150 SF OF ATTIC AREA, OR 1 SF PER 300 SF OF ATTIC
AREA IF 50% IS IN THE SOFFIT AND 50% IS AT LEAST 3' ABOVE
THE PLATE LINE PER IRC R806.2.
6. SLOPE ALL DECKS, WALKS, DRIVEWAYS AND PATIOS AWAY FROM THE
BUILDING AT A MINIMUM OF 1/4" PER FOOT.
7. STAIR ASSEMBLY:
a. HEADROOM 6-8" MIN. AND WIDTH 3'-0" MINI PER IRC R311.7.1 & R311.7.2
b. THE MAXIMUM RISER HEIGHT SHALL BE 7-3/4". OPEN RISERS ARE
PERMITTED PROVIDED THAT THE OPENING BETWEEN TREADS IS LESS
THAN 4". THE MINIMUM TREAD DEPTH SHALL BE 10" PER IRC R311.7.5.
c. HANDRAILS SHALL BE PROVIDED ON AT LEAST ONE SIDE OF EACH
CONTINUOUS RUN OF TREADS OR FLIGHT WITH 4 OR MORE RISERS.
HANDRAIL HEIGHT SHALL BE NOT LESS THAN 34" AND NOT MORE
THAN 38". HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR
THE FULL LENGTH OF THE FLIGHT, FROM THE TOP TO THE BOTTOM RISER.
HANDRAILS SHALL RETURN PER IRC R311.5.6.2. HANDRAILS ADJACENT
TO A WALL SHALL BE A SPACE OF NOT LESS THAN 1-1/2" FROM THE
WALL TO THE HANDRAIL PER IRC R311.7.8.
d. INSTALL FIRE BLOCKING AT TOP AND BOTTOM OF STRINGER SPAN
AND WALL ALONG STRINGER PER IRC R302.11.
e. COVER USABLE SPACE UNDER STAIR WITH 1/2" GWB PER IRC
R311.2.2
f. OPEN GUARDRAILS SHALL HAVE INTERMEDIATE RAILS OR
ORNAMENTAL PATTERN SUCH THAT A SPHERE OF 4" OR MORE
IN DIAMETER CANNOT PASS THROUGH PER IBC R312.1.3.
g. DOORS TO THE EXTERIOR SHALL HAVE A MAXIMUM 7-3/4" STEP TO
A MINIMUM 36" DEEP LANDING, BUT THE DOOR MAY NOT
SWING OVER THE LANDING PER IRC R311.3
h. PORCHES, BALCONIES OR RAISED FLOOR SURFACES MORE THAN
30" ABOVE THE FLOOR OR GRADE SHALL HAVE GUARD RAILS
NOT LESS THAN 36" IN HEIGHT PER IRC R312.1.1 & R311.1.2
8. FIRE PLACES AND SOLID FUEL BURNING APPLIANCES
a. SOLID FUEL BURNING APPLIANCES INCLUDING SITE BUILT
FIREPLACES, AIRTIGHT STOVES, FIREPLACE STOVES, FACTORY
BUILT FIREPLACES, AND FIREPLACE INSERTS AND SHALL
COMPLY WITH THE PROVISIONS OF THE IRC AND IBC.
b. METAL CHIMNEYS SHALL BE ENCLOSED ABOVE THE STORY IN
WHICH THE APPLIANCE SERVED IS LOCATED, IN WALLS HAVING
1-HOUR FIRE RESISTANCE RATING, AND WITH A SPACE ON ALL
SIDES BETWEEN CHIMNEY AND THE ENCLOSING WALL
SUFFICIENT FOR EXAMINATION AND REPAIR FOR ENTIRE
CHIMNEY.
c. PROVIDE FIREBLOCKING AT CHIMNEY PER IRC R1003.19.
d. INSTALL FACTORY BUILT FIREPLACES WITH HEARTH AND
SURROUNDS PER MANUFACTURER'S SPECIFICATIONS.
e. PREFABRICATED FIREPLACES, CHIMNEYS AND RELATED
COMPONENTS TO BEAR UL APPROVAL AND BE INSTALL PER
MANUFACTURER'S REQUIREMENTS.
f. THE HEARTH SHALL EXTEND AT LEAST 16" IN FRONT OF AND 8" TO
EACH SIDE OF THE FIREPLACE OPENING WHEN THE OPENING IS
SMALLER THAN 6 SF. IF THE OPENING IS 6 SF OR LARGER THE
HEARTH SHALL EXTEND 20" IN FRONT AND 12" TO EACH SIDE,
PER IRC R1001.10.
g. ALL CHIMNEYS SHALL EXTEND AT LEAST 2'-0" ABOVE THE
HIGHEST ELEVATION OF ANY PART OF THE BUILDING WITHIN 10'-
0" BUT SHALL NOT BE LESS THAN 3' ABOVE THE HIGHEST POINT
WHERE THE CHIMNEY PASSES THROUGH THE ROOF PER IRC
R1001.11. AND TABLE & FIGURE R1001.1
h. COMBUSTIBLE MATERIALS SHALL NOT BE PLACED WITHIN 2" OF
THE FIREPLACE, SMOKE CHAMBER OF CHIMNEY WALL OR
WITHIN 12" OF FIREPLACE OPENING. NO COMBUSTIBLE
MATERIAL WITHIN 12" OF THE FIREPLACE OPENING SHALL
PROJECT MORE THEN 1/8" FOR EACH 1" OF CLEARANCE FROM
SUCH OPENING PER IRC R1003.18.
9. EXTERIOR DOORS AND WINDOW ASSEMBLIES
a. ALL BUILDING ENTRANCE DOORS INCLUDING GARAGE DOORS
SHALL BE EQUIPPED WITH LOCKS CONSISTING OF A DEAD
LOCKING LATCH BOLT WITH AT LEAST 1/2" OF THROW WHICH
PENETRATES THE STRIKE JAMB A MINIMUM OF 1/4". BUILDING
ENTRANCE DOORS SHALL BE OPENABLE FROM THE INSIDE
WITHOUT A KEY OR SPECIAL KNOWLEDGE OR EFFORT.
b. BUILDING ENTRANCE DOORS SHALL BE EQUIPPED WITH AN
OBSERVATION PORT OR WINDOW SIDELIGHT. OBSERVATION
PORTS SHALL BE INSTALLED AT MINIMUM 54" TO MAXIMUM 66"
ABOVE THE FLOOR.
c. ALL OPERABLE WINDOWS AND SLIDING GLASS DOORS
INSTALLED WITHIN 10'-0" OF FINISH GRADE SHALL BE
EQUIPPED WITH A LOCKING DEVICE. THIS LOCK SHALL BE
INSTALLED SO IT'S MOUNTING HARDWARE IS INACCESSIBLE
FROM THE EXTERIOR.
10. FIREBLOCKING 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. FIREBLOCKING SHALL BE PROVIDED
IN WOOD FRAME CONSTRUCTION PER IRC R302.11.
11. FIBER CEMENT LAP SIDING SHALL BE LAPPED A MINIMUM OF 1-1/4-
AND SHALL HAVE ENDS SEALED WITH CALKING, COVERED WITH AN H-
SECTION JOINT COVER OR LOCATED OVER A STRIP OF FLASHING.
FIBER CEMENT PANEL SIDING SHALL BE INSTALLED WITH THE LONG
DIMENSION PARALLEL TO THE FRAMING. VERTICAL JOINTS SHALL
OCCUR OVER FRAMING MEMBERS AND SHALL BE SEALED WITH
CAULKING OR COVERED WITH BATTENS. HORIZONTAL JOINTS SHALL
BE FLASHED WITH Z-FLASHING AND SOLID BLOCKED. ALL FIBER
CEMENT SIDING INSTALLATION SHALL CONFORM TO
MANUFACTURERS INSTRUCTIONS AND IRC R703.10.
12. APPROVED CORRISION-RESISTIVE FLASHING SHALL BE PROVIDED IN
THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT THE
ENTRY OF WATER INTO THE WALL CAVITY, REPEATED WETTING OF
THE SHEATHING, OR PENETRATION OF WATER TO THE BUILDING
STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND
TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE
INSTALLED TO PREVENT WATER FROM RE-ENTERING THE EXTERIOR
WALL ENVELOPE. APPROVED CORROSION FLASHING SHALL BE
INSTALLED AT ALL OF THE FOLLOWING LOCATIONS;
a. AT THE TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN
SUCH A MANNER AS TO BE LEAKPROOF.
b. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY
CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH
PROJECTING LIPS ON BOTH SIDES UNDER STUCCO COPINGS.
C. UNDER AND AT THE ENDS OF ALL MASONRY, WOOD OR METAL
COPINGS AND SILLS.
d. CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM.
e. WHERE EXTERIOR PORCHES, DECKS, HALF -WALLS, RAILINGS OR
STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD
FRAME CONSTRUCTION.
f. AT WALL AND ROOF INTERSECTIONS
g. AT BUILT IN GUTTERS.
13. UNDERLAYMENT FOR ROOF SLOPES FROM 2:12 TO 4:12 SHALL BE TWO
LAYERS APPLIED IN THE FOLLOWING MANNER: APPLY A 19" STRIP OF
UNDERLAYMENT FELT PARALLEL WITH AND STARTING AT THE EAVES,
FASTENED SUFFICIENTLY TO HOLD IN PLACE. STARTING AT THE EAVE,
APPLY 36" WIDE SHEETS OF UNDERLAYMENT, OVERLAPPING
SUCCESSIVE SHEETS 19" AND FASTENED SUFFICIENTLY TO HOLD IT IN
PLACE. FOR ROOF SLOPES OF 4:12 OR GREATER, UNDERLAYMENT
SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER:
UNDERLAYMENT SHALL BE APPLIED SHINGLE FASHION, PARALLEL TO
AND STARTING FROM THE EAVE AND LAPPED 2 INCHES, FASTENED
SUFFICIENTLY TO HOLD IT IN PLACE. END LAPS SHALL BE OFFSET BY
6 FEET, PER IRC R905.2.7.
14. ASPHALT SHINGLES SHALL HAVE SELF -SEAL STRIPS OR BE
INTERLOCKING AND COMPLY WITH ASTMD225 OR D3462.
15. CLAY AND CONCRETE TILE SHALL BE INSTALLED AS PER
MANUFACTURERS INSTALLATION INSTRUCTIONS AND IRC R905.3.
16. METAL ROOF SHINGLES AND METAL ROOF PANELS SHALL BE INSTALLED
PER MANUFACTURERS INSTALATION INSTRUCTIONS AND IRC R905A
AND R905.10. THE SLOPE OF METAL ROOFS SHALL BE A MINIMUM OF
3:12.
STRUCTURAL NOTES
SEE ALSO THE STRUCTURAL ENGINEER'S NOTES ON ATTACHED "S"
SHEETS.
THE FOLLOWING STRUCTURAL NOTES ARE SUPPLEMENTAL TO THE
ENGINEERING NOTES. IN ANY CASE OF CONFLICT, THE ENGINEER'S
STRUCTURAL NOTES SHALL SUPERSEDE THESE NOTES.
1. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF
CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY
INDICATED BUT ARE OF SIMILAR CHARACTER TO THE DETAILS SHOWN,
SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO
REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL
ENGINEER.
2. FOUNDATION SUPPORTING WOOD SHALL EXTEND AT LEAST 6" ABOVE
THE ADJACENT FINISH GRADE. FOUNDATION WALL BACKFILL SHALL
BE PLACED SIMULTANEOUSLY ON BOTH SIDES OF WALL. PROVIDE 4"
PERFORATED PIPE FOR SUBSURFACE DRAINAGE. FOOTING SIZE
SHALL BE AS INDICATED ON DRAWINGS OR PER IRC R405.
3. FOUNDATIONS WHERE THE SURFACE IS SLOPED MORE THAN ONE (1)
FOOT IN TEN (10) FEET SHALL BE LEVEL OR SHALL BE STEPPED SO
THAT BOTH TOP AND BOTTOM OF SUCH FOUNDATION ARE LEVEL PER
IBC R403.1.5.
4. WHERE STRUCTURAL COLUMNS AND POSTS ARE EXPOSED TO
WEATHER OR WATER SPLASH ABOVE A CONCRETE SURFACE,
PROVIDE A MINIMUM 1" PIER OR METAL PEDESTAL ABOVE THE
CONCRETE SURFACE.
5. FOUNDATION PLATES SHALL BE BOLTED TO THE FOUNDATION WITH
STEEL BOLTS EMBEDDED INTO THE CONCRETE. THERE SHALL BE A
MINIMUM OF TWO (2) BOLTS PER PIECE AND WITHIN 12" FROM EACH
END PER IRC R403.1.6. SEE DRAWING FOR SIZE AND SPACING.
16. ALL STRUCTURAL PANEL COMPONENTS OF THE BUILDING SUCH AS
SOFTWOOD PLYWOOD, PARTICLE BOARD, WAFER BOARD, AND OSB
SHEATHING SHALL BE IDENTIFIED AS "EXTERIOR".
17. ADHERED AND ANCHORED VENEER SHALL CONFORM TO IRCR703.
STRUCTURAL SHAPES USED FOR ANCHORED MASONRY VENEER
LINTELS SHALL CONFORM TO R703.7.2.1. VENEER SHALL BE FLASHED
PER IRC R703.7.5 AND R703.8.
18. ANCHORED VENEER SHALL BE PROVIDED WITH CORROSION RESISTANT
ANCHOR TIES PER IRC R703.7.4. THE ANCHOR TIES SHALL BE SPACED
A MAXIMUM OF 24" ON CENTER AND SUPPORT NO MORE THAT 2
SQUARE FEET OF VENEER. ADDITIONAL VENEER TIES SHALL BE
PROVIDED AROUND ALL WALL OPENINGS GREATER THAN 16" IN
EITHER DIRECTION PER R703.7.4.1.1.
ELECTRICAL NOTES
1. ALL ELECTRICAL MATERIALS, WORKMANSHIP AND CONSTRUCTION
SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL
RESIDENTIAL CODE, INTERNATIONAL BUILDING CODE AND THE
WASHINGTON STATE ELECTRICAL CODE, LATEST EDITION. VERIFY
ALL CONDITIONS BEFORE PROCEEDING WITH WORK.
2. PROVIDE ELECTRICAL GROUND WIRES EMBEDDED IN FOUNDATION PER
ELECTRICAL CODE.
3. 110 V HARD WIRED SMOKE DETECTORS WITH BATTERY BACKUP
SHALL BE INSTALLED IN EACH SLEEPING ROOM AND IN ONE
CENTRAL LOCATION ON EACH STORY OR LEVEL, PREFERABLY
CLOSE TO THE STAIR LANDING. EACH SMOKE DETECTOR SHALL BE
INTERCONNECTED SO AS TO SOUND ALARMS IN EACH ROOM OR
AREA IF ONE DETECTOR IS TRIGGERED, PER IRC R313
6. CONCRETE SLABS ON GRADE SHALL BE 4" THICK MINIMUM. A 4" THICK DOOR AND WINDOW NOTES
GRAVEL BASE COURSE SHALL BE PLACED ON THE PREPARED
SUBGRADE WHEN THE SLAB IS BELOW GRADE PER IRC R506.2.2
1. EVERY SLEEPING ROOM AND HABITABLE ROOMS IN BASEMENTS SHALL
HAVE AT LEAST ONE OPERABLE WINDOW WITH A NET CLEAR
7. A 6 MIL. POLYELETHENE VAPOR BARRIER WITH JOINTS LAPPED NOT
OPENING OF 5.7 SF. THE OPENING HEIGHT SHALL BE 24" MINIMUM
LESS THAN 6" SHALL BE PLACED BETWEEN THE CONCRETE FLOOR
AND WIDTH 20" MINIMUM, WITH A FINISHED SILL HEIGHT NO MORE THE
SLAB AND BASE COURSE PER IRC R506.2.3.
44" ABOVE THE FLOOR, PER IRC R310.1. IF WINDOW WELLS ARE
NECESSARY THEY SHALL MEET THE REQUIREMENTS OF IRC R310.2.
8. NOTCHES IN SOLID LUMBER JOISTS, RAFTERS AND BEAMS SHALL NOT
EXCEED ONE SIXTH OF THE DEPTH OF THE MEMBER, SHALL NOT BE
2. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE DESIGNED TO
LONGER THAN ONE THIRD OF THE DEPTH OF THE MEMBER AND SHALL
RESIST THE DESIGN WIND LOADS SPECIFIED IN TABLE R301.2(2) AND
NOT BE LOCATED IN THE MIDDLE ONE THIRD OF THE SPAN. NOTCHES
ADJUSTED FOR HEIGHT AND EXPOSURE PER TABLE R301.2(3).
AT THE ENDS SHALL NOT EXCEED ONE FOURTH OF THE DEPTH OF THE
MEMBER. THE TENSION SIDE OF MEMBERS 4" OR GREATER IN
3. EXTERIOR WINDOWS AND GLASS DOORS SHALL BE TESTED BY AN
NOMINAL THICKNESS SHALL NOT BE NOTCHED EXCEPT AT THE ENDS.
APPROVED INDEPENDENT LABORATORY AND BEAR A LABEL
THE DIAMETER OF HOLES SHALL NOT EXCEED ONE THIRD OF THE
IDENTIFYING MANUFACTURER, PERFORMANCE CHARACTERISTICS
DEPTH NOR BE CLOSER THAN 2" TO THE TOP OR BOTTOM OF THE
AND APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE
MEMBER, PER IRC R802.7.1
WITH THE REQUIREMENTS OF IRC SECTION R308
9. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT
4. GLAZING IN HAZARDOUS LOCATIONS SUCH AS:
OR NOTCHED TO A DEPTH NOT EXCEEDING 25% OF ITS WIDTH, PER
IRC R 602.6.
a. PANES IN SWINGING, SLIDING, STORM OR BIFOLD DOORS,
b. GLAZING WITHIN 24" OF A DOOR OPENING,
10. STRUCTURAL FLOOR MEMBERS SHALL NOT BE CUT, BORED OR NOTCHED
c. GLAZING IN STAIRWAYS,
IN EXCESS OF IRC R502.8 AND FIGURE R502.8.
d. GLAZING IN SHOWER OR TUB SURROUNDS
e. GLAZING IN GUARDS AND RAILINGS
11. CUTS, NOTCHES AND HOLES BORED IN LAMINATED VENEER LUMBER
f. GLAZING CLOSER THAN 18" TO A FLOOR
(LVL) GLU LAMINATED LUMBER (GLU LAM) OR I JOISTS ARE
PERMITTED ONLY IN LOCATIONS APPROVED BY THE MANUFACTURER
SHALL BE SAFETY GLAZING OR WIRE REINFORCED, TEMPERED OR
AND CONSIDERED IN THE SPECIFIC DESIGN OF THE MEMBER, PER IRC
LAMINATED SAFETY GLASS, OR SHATTER RESISTANT PLASTIC PER
R802.7.2.
IRC R308.4. GLAZING WITH THE EXPOSED EDGE WITHIN A 24"
ARCH OF THE VERTICAL EDGE OF A DOOR SHALL BE
12. PREFABRICATED WOOD ROOF TRUSSES SHALL BE DESIGNED BY THE
SAFETY GLAZING PER IRC R308.4
MANUFACTURER IN ACCORDANCE WITH ANSI/TPI1 FOR THE SPAN
CONDITIONS SHOWN ON THE PLANS.
5. GLAZING IN SKYLIGHTS SHALL CONFORM TO IRC R308.6.
STANDARD COMPOSITION ROOF LOADING SHALL BE:
TOP CHORD LIVE LOAD 25 PSF
TOP CHORD DEAD LOAD 12 PSF
BOTTOM CHORD DEAD LOAD 5 PSF
TOTAL LOAD 42 PSF
STANDARD TILE ROOF LOADING SHALL BE:
TOP CHORD LIVE LOAD 25 PSF
TOP CHORD DEAD LOAD 25 PSF
BOTTOM CHORD DEAD LOAD 5 PSF
TOTAL LOAD 55 PSF
13. WOOD FLOOR TRUSSES SHALL BE DESIGNED IN ACCORDANCE
WITH APPROVED ENGINEERING PRACTICES. SUBMIT SHOP DRAWINGS
AND DESIGN CALCULATIONS (COMPLETED WITH STRESS DIAGRAMS)
FOR THE STRUCTURAL ENGINEER TO REVIEW PRIOR TO FABRICATION.
SUBMITTED DOCUMENTS SHALL BEAR THE STAMPS AND SIGNATURE
OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF
WASHINGTON
14. WOOD ROOF TRUSSES SHALL UTILIZE APPROVED CONNECTOR
PLATES (GANGNAIL OR EQUAL). SUBMIT SHOP DRAWINGS AND
DESIGN CALCULATIONS (COMPLETED WITH STRESS DIAGRAMS) FOR
THE STRUCTURAL ENGINEER TO REVIEW PRIOR TO FABRICATION.
SUBMITTED DOCUMENTS SHALL BEAR THE STAMPS AND SIGNATURE
OF A REGISTERED PROFESSIONAL ENGINEER, STATE OF
WASHINGTON. PROVIDE FOR SHAPES, BEARING POINTS,
INTERSECTIONS, HIPS, VALLEYS, ETC., SHOWN ON DRAWINGS. EXACT
COMPOSITION OF SPECIAL HIP, VALLEY, AND INTERSECTION AREAS
(USE OF GIRDER TRUSSES, JACK TRUSSES, STEP-DOWN TRUSSES,
ETC.) SHALL BE DETERMINED BY THE MANUFACTURER UNLESS
SPECIFICALLY INDICATED ON THE PLANS. PROVIDE ALL TRUSS TO
TRUSS AND TRUSS TO GIRDER TRUSS CONNECTION DETAILS AND
REQUIRED CONNECTION MATERIALS. PROVIDE FOR ALL TEMPORARY
AND PERMANENT TRUSS BRACING AND BRIDGING. IF TRUSS
CONFIGURATION DIFFERS FROM THAT SHOWN ON ARCHITECTURAL
PLAN, THE MANUFACTURER SHALL CONTACT THE ARCHITECT AND
ENGINEER TO VERIFY SUPPORTING FRAMING. ALL TRUSSES SHALL
COMPLY WITH IRC R802.10.
15. WOOD STRUCTURAL PANEL SHEATHING (PLYWOOD AND OSB)
SHALL MEET REQUIREMENTS OF THE IRC R503.2. EACH PIECE SHALL
BARE THE RATING STAMP OF THE APPROPRIATE AGENCY.
MECHANICAL AND ENERGY NOTES
1. ALL WORK SHALL CONFORM TO THE SEATTLE MECHANICAL
CODE, SEATTLE ELECTRICAL CODE, AND THE SEATTLE RESIDENTIAL CODE
2015 EDITIONS
2. SEE BUILDING SECTION FOR INSULATION RATINGS AND LOCATIONS.
3. KITCHEN RANGE FAN, EXHAUST FANS, AND CLOTHES DRYERS SHALL
EXHAUST DIRECTLY TO THE OUTSIDE. VENTS SHALL BE SMOOTH,
NON-COMBUSTIBLE, NONABSORBENT AND EQUIPPED WITH BACK -
DRAFT DAMPER. ALL EXHAUST OUTLETS SHALL TERMINATE AT LEAST
3 FEET FROM ANY OPENING INTO THE BUILDING.
4. ENERGY CODE GENERAL NOTES:
a. ELECTRICAL OR GAS WATER HEATERS SHALL HAVE THE FOLLOWING:
i. SEPARATE POWER OR GAS SHUTOFF.
ii. NONCOMBUSTIBLE R-10 PAD (UNHEATED SPACES ONLY)
iii. 1987 NAECA LABEL ON TANK
iv. TEMPERATURE SETTING OF 120 DEGREES F.
b. SHOWER AND LAVATORIES SHALL LIMIT FLOW TO 2.6 GPM
c. CEILING INSULATION:
i. BAFFLES TO MAINTAIN 1" AIR SPACE ABOVE INSULATION
ii. BAFFLES TO EXTEND 6" ABOVE BATT INSULATION
iii. BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION.
d. WALL INSULATION SHALL BE:
i. FACED, STAPLED BATTS, OR
ii. FRICTION FIT UNFACED BATT WITH,4 MIL POLY VAPOR
RETARDER, OR PVA PAINT WITH A DRY SUP PERM RATING
OF 1.0 MAXIMUM.
e. CONCEALED INSULATION SHALL BE PLACED BEHIND SHOWER/
TUB AND BEHIND PARTITION STUD/ CORNER.
f. FLOOR INSULATION SHALL HAVE VAPOR BARRIER ON THE WARM
SIDE.
g. ATTIC AND CRAWL SPACE ACCESS PANELS SHALL BE INSULATED
AND WEATHER STRIPED.
h. RECESSED LIGHTING FIXTURES TO COMPLY WITH WSEC SECTION
502.4.4
i. VAPOR RETARDERS SHALL BE INSTALLED PER S.502.1.6.
j. 6-MIL BLACK POLYETHYLENE GROUND COVER SHALL BE LAPPED
12" AT JOINT AND EXTEND TO FOUNDATION WALL IN CRAWL
SPACE.
k. ALL EXTERIOR DOORS (EXCEPT 20 MINUTE DOORS) SHALL BE
WEATHER STRIPPED PER S.502.4.3.
I. SERVICE HOT AND COLD WATER PIPING IN UNCONDITIONED
SPACES SHALL BE INSULATED TO THE MINIMUM VALUES
LISTED IN TABLE 5-12 AND SECTION 503.1.1.
m. EACH DWELLING UNIT SHALL BE PROVIDED WITH HEATING
FACILITIES CAPABLE OF MAINTAINING 70 DEGREES F AT A
POINT 3'-0" ABOVE THE FLOOR IN ALL HABITABLE ROOMS
WHEN THE OUTSIDE TEMPERATURE IS AS SET FORTH IN
SECTION 305 WSEC, SECTION 310.11 OF UBC. FUEL BURNING
APPLIANCES SHALL BE LISTED AND LABELED BY AN
APPROVED AGENCY AND INSTALLED AND VENTED
ACCORDING TO SPECIFICATIONS. PROVIDE A MINIMUM CLEAR
WORKING SPACE OF 3" MINIMUM ALONG SIDES, BACK AND
TOP OF APPLIANCE WITH 12" MINIMUM CLEARANCE TOTAL SIDE
TO SIDE.
m. AIRFLOW BETWEEN FRESH AIR PORTS AND THE WHOLE HOUSE
FAN TO BE ENSURED BY UNDERCUT DOOR/ GRILLS
In. ALL FIREPLACES SHALL HAVE:
i. 6" SQUARE INCHES COMBUSTIBLE AIR SUPPLY DUCT WITH
TIGHT FITTING DAMPER DIRECTLY CONNECTED TO THE
FIREBOX
ii. TIGHT FITTING GLASS OR METAL DOORS.
iii. TIGHTLY FITTING FLUE DAMPER WITH MANUAL OR
AUTOMATIC CONTROLS
o. RADON MONITOR, PRINTED INSTRUCTIONS, AND INFORMATION
SHEET SHALL BE SUPPLIED TO THE SINGLE FAMILY DWELLING
OR FIRST FLOOR UNIT OF MULTIFAMILY DWELLING BY THE
GENERAL CONTRACTOR AS REQUIRED BY WASHINGTON
STATE.
CONTACT INFORMATION.
r1\A/KICD.
MS. ANN TESTROET
915 MAPLE ST. EDMONDS WA 98020
(206) 437-7266
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Hardware and fasteners in contact with
preservative -treated wood shall be of
hot -dipped zinc galvanized steel,
ARCHITECT: I stainless steel, silicon bronze or . i
In the absence of manufacturer's
recommendations a minimum of ASTM A 653
In. STANDARD AIR LEAKAGE (WSEC SECTION 502.4.3) CAULKING IS type G185zinc-coated galvanized steel, or i
COMPLETE WHEN INSTALLED IN THE FOLLOWING LOCATIONS: KIT N EWMAN I equivalent, shall be used.
IRC R317 3 1 IBC 2304 10 5 1
i. BETWEEN SOLE PLATE/ SUB FLOOR.
ii. WIRING, PLUMBING/ DUCT REGISTER PENETRATIONS
iii. RIM JOISTS/ MUD SILLS (HEATED LOWER FLOORS)
iv. PARTITIONS/ STUD PENETRATIONS.
v. LIGHT FIXTURE/ FLUE PENETRATIONS.
vi. AROUND WINDOW AND DOOR FRAMES
5. MECHANICAL VENTILATION AND INDOOR AIR
QUALITY CODE NOTES:
a. EACH DWELLING UNIT SHALL BE EQUIPPED WITH
SOURCE SPECIFIC AND WHOLE HOUSE VENTILATION SYSTEMS
DESIGNED TO SATISFY THE REQUIREMENTS OF THE
ARCHITECT 7600 LLC-------
---
-----------�
112 D 2 2 N D AVENUE I WHERE ADDITIONS OR ALTERATIONS REQUIRE A
PERMIT TO BE ISSUED INTERCONNECTED SMOKE
ALARM AND CO DETECTORS THROUGHOUT THE
DWELLING IS REFER
SEATTLE. WA 98122 I AND 315 OR MORE I NFORMATIONO 2018 IRC R314
--- --- ----- --- ---I
(206) 605-3277 A SEPARATE PLUMBING PERMIT IS
REQUIRED. PLEASE OBTAIN A
PLUMBING PERMIT FROM THE CITY OF
STRUCTURAL ENGINEER: EDMONDS
CHRIS SHAW , P.E.
DESIGN & CREATIVE PLLC
PO BOX 28598
SEeft
Vof'Edmonds
b. MECHANICAL VENTILATION FAN DUCTS SHALL BE 4" OR PROPERLY
SIZED USING SRC TABLE M1506.2
Building Department
c. MECHANICAL VENTILATION SYSTEMS SHALL HAVE A TIMER,
DEHUMIDSTAT OR SWITCH CONTROLS. Work
ADDITION, REMODEL, DECKS
d. MECHANICAL VENTILATION SYSTEMS SHALL HAVE R-4
INSULATION IN CONDITIONED SPACES - SRC M1507.3.6.4 Address 915 MAPLE ST
PLUS BACK DRAFT DAMPER. SRC M1507.3.6.3....................................................................................
e. MECHANICAL VENTILATION SUPPLY DUCTS IN UNCONDITIO E®Wner TESTROET
.................................................
SPACES SHALL HAVE R-4 INSULATION.
Approved Date
f. SUPPLY DUCTS SHALL HAVE VOLUME DAMPERS, OR EQUIVAL '1T,
TO BALANCE SYSTEM.
Building Official
g. SUPPLY AND RETURN AIR DUCTS SHALL HAVE SEALED DUCT
JOINTS IN UNCONDITIONED SPACES. Permit Number
h. EXHAUST FANS SHALL BE:
i. FLOW RATED AT 0.25 W.G. STATIC PRESSURE
ii. SOUND RATED AT 1.0 SONES MAXIMUM FOR WHOLE
HOUSE FAN.
iii. INSULATED TO R-4 IN UNCONDITIONED SPACES.
iv. EQUIPPED WITH A BACKDRAFT DAMPER.
i. HVAC PLENUMS, SUPPLY, AND RETURN AIR DUCTS SHALL HAVE
R-8 INSULATION
j. OUTDOOR AIR INLETS: INLETS SHALL BE SCREENED OR
OTHERWISE PROTECTED FROM ENTRY BY INSECTS, LEAVES,
OR OTHER MATERIALS. OUTDOOR AIR INLETS SHALL BE
LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING
AREAS: SRC M1507.3.5.3
i. CLOSER THEN TEN FEET FROM AN APPLIANCE VENT
OUTLET, UNLESS SUCH VENT OUTLET IS THREE FEET
ABOVE THE OUTDOOR AIR INLET.
ii. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES
OR FLAMMABLE VAPORS.
ii. IN HAZARDOUS OR UNSANITARY LOCATIONS.
iv. IN A ROOM OR SPACE HAVING FUEL -BURNING.
APPLIANCES.
v. CLOSER THEN TEN FEET FROM A VENT OPENING TO A
PLUMBING DRAINAGE SYSTEM UNLESS THE VENT
vi. OPENING IS AT LEAST THREE FEET ABOVE THE AIR INLET.
IN AN ATTIC, CRAWL SPACE OR GARAGE.
k. SOURCE SPECIFIC VENTILATION SHALL BE PROVIDED IN EACH
KITCHEN, BATHROOM, WATER CLOSET, LAUNDRY ROOM, SPA,
INDOOR SWIMMING POOL ENCLOSURE AND ANY OTHER
ROOMS WERE EXCESS WATER VAPOR OR ODOR IS
PRODUCED.
I. WHOLE HOUSE VENTILATION SYSTEMS: EACH DWELLING UNIT
SHALL BE EQUIPPED WITH A WHOLE HOUSE VENTILATION
SYSTEM THAT SHALL BE CAPABLE OF PROVIDING AT LEAST
0.35 AIR CHANGES PER HOUR, BUT NOT LESS THEN 15 CFM PER
BEDROOM PLUS AND ADDITION 15 CFM. WHOLE HOUSE
VENTILATION SYSTEM SHALL SUPPLY OUTDOOR AIR TO ALL
1 OF 1
AO
Al
A2
A3
A4
A5
A6
A7
DM1
S1
S2
S3
6/10/2024
----------------------------------
BLD2024-0191
----------------------
SITE SURVEY
ARCHITECTURAL GENERAL NOTES
ARCHITECTURAL SITE PLAN
FOUNDATION PLAN
1 st FLOOR PLAN RESU B
ARCHITECTURAL ROOF PLAN Jun 05 2024
DMONDS
SOUTH & WEST ELEVATIONS CITY M ETSERVI
DEVELOPMENT SERVICES
DEPARTMENT
NORTH & EAST ELEVATIONS
BUILDING SECTIONS & INTERIOR ELEVATIONS
DEMOLITION PLANS
STRUCTURAL GENERAL NOTES & DETAILS
STRUCTURAL DETAILS
STRUCTURAL FOUNDATION & ROOF PLANS
OBTAIN ELECTRICAL
PERMIT FROM
STATE LABOR &
INDUSTRIES
HABITABLE ROOMS THROUGH INDIVIDUAL OUTDOOR AIR
INLETS, FORCED AIR HEATING SYSTEMS, DUCTING OR
EQUIVALENT. OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING
OWNER/CONTRACTOR IS RESPONSIBLE FOR ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY
EROSION CONTROL AND DRAINAGE UTILITIES MAY REQUIRE A SEPERATE PERMIT.
APPROVED
PLANS MUST BE
ON JOB SITE
Applicant shall repair/replace all
damage to utilities or frontage
improvements in City right-of-way
per city standards that is caused or
occurs during the permitted project.
ENGINEERING DIVISION
APPROVED AS NOTED
Jd] WAt" t U 06/11/2024
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7�jQQ REGISTERED
\\ ARCHITECT
CHRISTOPHER M. NEWMAN
AUTHORIZED PRINTS BEAR THE ARCHITECT'S
ORIGINAL SIGNATURE IN BLUE INK
REVISIONS
L1
4.17.2024
PERMIT CORRECTIONS CYCLE #1
IN
LZ
6.4.2024
PERMIT CORRECTIONS CYCLE #2
.e
III
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9
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DRAWN BY K.NEWMAN
ISSUE DATE 2.12.2024
JOB # 23003
SHEET #
AO
ALL DISTURBED SOILS SHALL BE
COMPOST AMENDED PER CITY OF GUTTERS/DOWNSPOUTS SHALL
EDMONDS STANDARD DETAIL SD-642 OR DRAIN TO SPLASHBLOCKS
APPROVED EQUAL.
OC 2024 ARCHITECT7600 LLC, ALL RIGHTS RESERVED.
EQUIPMENT & PROCEDURES
METHOD OF SURVEY.
SURVEY PERFORMED BY FIELD TRAVERSE AND REAL TIME KINEMATIC
GPS POSITIONING UTILIZING THE HxGN SMARTNET NETWORK
INSTRUMENTATION:
LEICA TS15 ROBOTIC ELECTRONIC TOTAL STATION
LEICA VIVA GNSS GS08 RECEIVER
ALL EQUIPMENT HAS BEEN MAINTAINED IN ADJUSTMENT TO
MANUFACTURER'S SPECIFICATIONS AS REQUIRED BY WAC 331-130-100
PRECISION:
MEETS OR EXCEEDS STATE STANDARDS SET BY WAC 332-130-080
THROUGH 332-130-110
BASIS OF BEARING:
THE MONUMENTED CENTERLINE OF 9TH AVENUE SOUTH AS THE
BEARING OF NORTH 00'00'00" EAST.
SURVEY REFERENCES
(R1) RECORD OF SURVEY - AFN 199908125005
(R2) CITY OF EDMONDS SHORT PLAT - AFN 200108105001
(R3) RECORD OF SURVEY - AFN 201605275028
(R4) CITY OF EDMONDS BLA - 201810035011
NOTES
1.) BOUNDARY LINES SHOWN AND CORNERS SET REPRESENT DEED
LOCATIONS, OWNERSHIP LINES MAY VARY. NO GUARANTEE OF
OWNERSHIP IS EXPRESSED OR IMPLIED. THIS SURVEY WAS PERFORMED
WITHOUT THE BENEFIT OF A TITLE REPORT AND DOES NOT PURPORT
TO SHOW ALL EASEMENTS, RESTRICTIONS, RESERVATIONS, AND
OCCUPATION WHICH MAY ENCUMBER TITLE OR USE OF SUBJECT
PROPERTY.
FOUND CASED CONC. MON.
" BRASS DISC W1 -X-
DOWN0.3 , VISITED 06106123
HELD FOR BEARING LEGAL DESCRIPTION LEGEND
LOTS 35 AND 36, BLOCK 69, THE CITY OF EDMONDS, ACCORDING TO • SET 1/2" X 24" REBAR W/CAP STAMPED PCS 37536"
THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 39,
RECORDS OF SNOHOMISH COUNTY, WASHINGTON. O EXISTING REBAR W/CAP, AS NOTED
0
I SITUATE IN THE CITY OF EDMONDS, COUNTY OF SNOHOMISH, STATE OF }( SET NAIL AND WASHER STAMPED 'PCS 37536"
N WASHINGTON. O
I� FOUND CONCRETE MONUMENT AS NOTED
m RIGHT OF WAY CENTERLINE
IN O
IW Q
I` m
O �
I p
O
to
I z
N 90'00'00" E_659 86' _
-------------— - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - — - �------
DAYTON ST
----�,
i FOUND CASED CONC. MON W12 DISC
IN 2" IRON PIPE DOWN 0.2, VISITED
06106123 HELD FOR POSITION
I
30'
' I
LOT 1 LOT 2 LOT 3 j LOT 4 LOT 5 j LOT 6 LOT 7 LOT 8 LOT 9 �I
THE CITY QF EDMONDS
BLK. 69, VOL. 2, PG. 39
I I I
I
I I
RTH FACE OF
MAPLE WAY (ALLEY) FOUN
18894 "1120.2'(S) &R0.1A(W) WALP END OS N 0'(S) OF LINE
' OF CORNER
N 89'59'10" W 59.99'
---------------------------------------------
I NORTH FACE CORNER WOOD FENCE WOOD FENCE 1.0'
I OF WALL IS 1.1 '(S) &
1.5'(E) OF CORNER \
j FENCE CORNER IS
I i 1' 9 'S II
1.8'(S) & 2.4'(E) i
OF CORNER 4 3,
F---�
END OF FENCE IS
I LOT 2 LOT 36 I I 0.9'(E) OF LINE
CITY OF EDMONDS SHORT PLAT I I l Oq
W SP-2000-95 _ _ _ _ _ _ — I W
0 15.2' i I N
AFN 200108105001 O �r I � 3
SITE AREA I '
o I 00 I I WEST FACE OF WALL
= I o I 6,587 SF I IS 0.5(E) OF LINE THE CITY OF EDMONDS i o
00434206903500
O\ Z I I F — , 4.6' BLK. 69, VOL. 2, PG. 39 Q
L 1.5' I I z
i
HOUSE J915
z LOT 34 LOT 33 LOT 32
' I WEST FACE OF WALL X L — — —
IS 0.3(E) OF LINE FENCE INTERSECTION LOT 35 0
I
I I
J IS 1.3'(W) OF LINE o 'u
I LOT 1 W z
' I CITY OF EDMONDS SHORT PLAT WLu
x z z
j SP-2000-95
30' i AFN 200108105001 g o.l'(E)
2 I
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END OF WEST FACE OF '
I FENCE CORNER IS 0.9 (N) END OF FENCE IS I
I WALL IS 0.9'(N) & 0.2'(W) & 1.1 '(E) OF CORNER 0.2'(N) OF LINE
i I OF CORNER '
L---------------------------------------------- X ----------------------L------
' FOUND 1/2" REBAR CAP N 89'58'21 " W 59.99' o
"18894" 0.4'(W) OF CORNER 1 CORNER
OF WALL
S CORNERo_
)l( SET NAIL & WASHER 10.00'(S) OF
CORNER ON PROPERTY LINE EXTENDED i
of
MAPLE ST
209.96'
--------— - — - — - — - — - — - — - — - — - — - — - — - — - — - N 89'58'21" W 659.86'-----------------------------------�----- ---�i
I I
I
AUDITOR'S CERTIFICATE SURVEYOR'S CERTIFICATE
FILED FOR RECORD THIS _______ DAY OF -------- 2023, THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME OR UNDER MY
AT ________ M., IN BOOK _______ OF SURVEYS, AT PAGE DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY
_______ , AT THE REQUEST OF PACIFIC COAST SURVEYS, INC. RECORDING ACT AT THE REQUEST OF ANN TESTROET IN MAY 2023.
COUNTY AUDITOR DEPUTY COUNTY AUDITOR
REGISTRATION NO. 37536
SCALE: 1" =20'
0 20 40
J. 4 Pacific Coast Surveys, Inc. � RI
g
of Wq . xl� LAND SURVEYING & MAPPING
� z
P.O. 60X 1361g
0 �37536
E4
S
GI $ MILL CREEK, WA 98o82
IO` LP119D PH. 425•512.7099 FAX 425.357.3577
www.PCSurveys.net
A. F. NO.
RECORD OF SURVEY FOR:
ANN TESTROET
SW 1/4 SE 1/4, SEC.24, T.27N., R.3E., W.M.
DRAWN BY DATE DRAWING FILE NAME SCALE JOB N0.
ARK c6.21.23 233 047ros. D WG 1" = 20' 23-304
RESUB
Jun 05 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TEMPORARY EROSION & STORMWATER CONTROL NOTES (TESL):
1. ALL DISTURBED AREAS TO BE COMPOST AMMENDED PER 2019 SWMMWW BMP T.5.13.
2. INSTALL & MAINTAIN ALL TESC MEASURES ACCORDING TO THE APPROVED PLANS,
CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY BE
REQUIRED DURING CONSTRCTION.
2" x 2" WOOD/STEEL
FILTER FABRIC SECURED
TO 2" x 2" 14 GA
WIRE FABRIC EQUAL
A
NATIVE BACKFILL MATERIAL
8.
0
I
CV
FILTER FABRIC MATERIAL IN CONTINOUS ROLLS
USE STAPLES OR WIRE RINGS TO ATTACH
FABRIC TO WIRE
2" x 2" WOOD/STEEL POSTS 1
WIRE MESH FENCE
0I FTO BR CPPORT FILTER
C-4
m `BURY BOTTOM OF FILTER
`-4 MATERIAL 8" TO 12"
6' MAX
NOTES:
1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER
EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON
2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS
ACTIVITY. BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS FILTER FABRIC FENCE JANUARY 2018
FILTRATION SYSTEMS
_ PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
Fs t g 9 APPROVED BY: R. ENGLISH E R— 9 0 0
E R-900
NOT TO SCALE
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4
TH
IN
DE FULL WIDTH
GRESS/EGRESS
DETAIL NOTES:
O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE
AND/OR INTO THE PUBLIC RIGHT-OF-WAY.
O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH.
NOTES:
1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED
ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED.
2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING
OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH
ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO
TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC
RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY.
3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL
BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING
DEVICE.
4.INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN.
PROJECT
SIZE
MIN LENGTH OF (FEET)
QUARRY SPALLS*
< 1/4 ACRE
30
< 1 ACRE
50
< 3 ACRE
100
> 3 ACRE
100
*PROVIDE ATB OR ASPHALT
TRANSITION WHERE FRONTAGE
ROAD IS AN ARTERIAL.
LENGTH TO BE DETERMINED
BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON
ALL EROSION CONTROL METHODS
BEFORE OTHER WORK CAN BEGIN
REVISION DATE
CITY OF EDMONDS STABILIZED CONSTRUCTION JANUARY 2018
ENTRANCE
P PUBLIC WORKS STANDARD
DEPARTMENT DETAIL
St. 1 g 9 0 APPROVED BY: R. ENGLISH E R— 9 01
E R-901
NOT TO SCALE
CONC. WALL \—(E) WOOD FENCE TYP.
REAR B.S.B.L. _ HEAT PUMP UNIT
CONC. WALL
PROPERTY
CORNER
IN
WOOD STEPS
TUB DEC
80 sI
143
ADDITIO
4
05 EXIST. BLDG. FOOTPRIN
1 374 s Ft
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WATER SERVICE LINE
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PAVER PA
@ GRADE
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& STOOP
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Nothing in the permit approval process shall e
interpreted as allowing or permitting the mair itenance
of any currently existing illegal, nonconformin o., or
unpermitted building, structure or site conditi n which J
is outside the scope of the permit application, regardless
of whether such building, structure or conditi n is
shown on the site plan or drawing. Such buile ing,
structure or condition may be the subject of a separate
enforcement action.
APPROVED BY PLANNING
Jun 17 2024 W
Zone RS-6
Setbacks -
Front
Sides(W,E)
Rear
Other
Height
w
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N
w
8" CONC. BLOCK
Cie
BULKHEAD WALL
UJ
(N) TYPE II EV CHARGING
RECEPTACLE LOCATION.
0
SEE ALSO PLAN ON SHEET A3
FOR MORE INFORMATION
z N
W
H
IMPERVIOUS SURFACE AREAS:
EXISITNG RESIDENCE
1,374 SF
NEW ADDITION
138 SF
EXIST. CONC DRIVEWY. 552 SF
EXIST. CONC. PATH
67 SF
NEW PAVER PATIO
143 SF
NEW HOT TUB DECK
80 SF
NEW DECK
306 SF
TOTAL IMPERV. AREA
2,660 SF
2,660 SF _ 6,567 SF =
0.4038 ( 40.38% OF LOT AREA)
N
PROPERTY
CORNER
0 4' 8' 16'
SITE PLAN
SCALE: 1 /8" = 1'-0"
REGISTERED
�7600
ARCHITECT
CHRISTOPHER M. NEWMAN
AUTHORIZED PRINTS BEAR THE ARCHITECT'S
ORIGINAL SIGNATURE IN BLUE INK
REVISIONS
Q
4.17.2024
PERMIT CORRECTIONS CYCLE #1
Q6.4.2024
PERMIT CORRECTIONS CYCLE #2
III
e
9
fi
-
-� --1
DRAWN BY K. N EWMAN
ISSUE DATE 2.12.2024
JOB # 23003
SHEET #
(C)2024 ARCHITECT7600 LLC, ALL RIGHTS RESERVED.
TYP. EXTERIOR WALL CONSTRUCTION
W/ SIDING PER ELEVS.
TYP. NEW ADDITION FLOOR ASSEMBLY:
FINISH FLR'G. PER OWNER
3/4" T&G PLYWD SUBFLR'G.
R-30 BATT INSULATION IN JOIST BAYS
2X10 DF#2 FLOOR JOISTS @ 16" O.C.
2X10 RIM JOIST
MET. WATERTABLE FLASHING
W/ DRIP EDGE
10 2X6 PT. MUDSILL. A.B.'S PER STRUCT.
FIN. GRADE
Qo
6 MIL. V.B. 8" CONC. STEM WALL PER PLAN ,
REINF PER STRUCT. DETAILS
zn
IED M O G
0
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v �
24" DEEP GRAVEL BED
a.
a
NEW FLOOR FRAMING @ STEM WALL
SCALE: 1 " = 1'-0"
2X6 FINISH CAP RAILING
(2) 1X4 FINISH SUB RAILINGS
TOP & BOTTOM
4X4 RAILING POST.
SPACING PER PLAN
N
1X2 & 1X4 ALTERNATING
°p N RAILING PICKETS SPACED 1 1/2" APART
M
PT. 2X10 DECK JOISTS
@ 16" O.C.
1X4 SPACED WD RESIN DECKING TYP.
2 1/2" X 1 1/2" WOOD
WATERTABLE TRIM TYP.
1/4" 0 GALV ALL THREAD
THRU BOLTS
!' !2�7
DTT2Z TENSION TIE W/ (8)
1 /4" 0 X 1 1 /2"SDS SCREWS
TO JOIST OR BLK'G. AS REQ'D.
2X10 BAND TRIM
PT. 2X10 RIM JOIST
PT. 4X10 DECK BEAM PER PLAN
SADDLE SEAT TO CONC. PIER
PER STRUCT
FIN. GRADE
12" 0 CONC. SONOTUB PIER.
\77/—/\77/7----REINF. PER STRUCT.
24" SQ. X 8" CONC. MAT FTG.
REINF. PER STRUCT.
DECK FRAMING @ CONC. PIERS
SCALE: 1" = 1'-0"
NEWDECKFRAMING @ DOOR THRESHOLD
SCALE: 1 " = 1'-0"
1/2" PLYWD. SUBFLR.
2" R-10 RIGID FOAM
BD. INSUL
2X PT. SLEEPERS @ 24" O.C.
STUDIO SLAB AT NEW WALL FRAMING
SCALE: 1" = 1'-0"
EXIST. FLOOR CONSTRUCTION
EW EXT. DOOR & FRAME TYP.
EW MET. SILL PAN FLASHING TYP.
2X10 JOISTS @ 16" O.C. TYP.
;4 SPACED WD RESIN DECKING TYP.I
!) STAGGERED ROWS 1/4"0 X 4"
kG SCREWS @ 16" O.C.
!) EA. PER JOIST BAY
210 HANGER
f. 2X10 RIM JOIST
KIST. WD. SHEATHING
XIST. CRAWL SPACE TYP.
ST. CONC. STEM WALL & FTG.
0
TYP. NEW 2X6 WALL CONST.
ONT. 2X4 BLOCKING NAILE
.B.'S PER STRUCT DETAILS
IST. CONC SLAB ON GRADE
THICKENED SLAB FTG.
PER STRUCT DETAILS
RESUB
Jun 05 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
FOUNDATION PLAN
NOT TO SCALE
J
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W co
CC o`
REGISTERED
�7600
ARCHITECT
CHRISTOPHER M. NEWMAN
AUTHORIZED PRINTS BEAR THE ARCHITECT'S
ORIGINAL SIGNATURE IN BLUE INK
REVISIONS
Q
4.17.2024
PERMIT CORRECTIONS CYCLE #1
Q6.4.2024
PERMIT CORRECTIONS CYCLE #2
F
.e
III
e
9
0
L - -
-- 1
- -1
DRAWN BY K. N EWMAN
ISSUE DATE 2.12.2024
JOB # 23003
SHEET #
(C)2024 ARCHITECT7600 LLC, ALL RIGHTS RESERVED.
ADDITIONAL ENERGY & MECHANICAL NOTES: PER 2018 WASHINGTON STATE ENERGY CODE (RESIDENTIAL)
1) ALL EXISTING EXTERIOR 2X4 WALLS AT THE 1 ST FLOOR, WHERE THE STUD BAYS ARE TO BE EXPOSED AS PART OF THE RENOVATIONS, SHALL
RECEIVE NEW R-15 PAPER FACED BATT INSULATION.
2) ALL NEW 2X6 EXTERIOR WALLS SHOWN AT THE NEW ADDITION AND REMODELED EXISTING SPACES TO RECEIVE NEW R-21 PAPER FACED BATT INSULATION.
3) AREAS OF EXISTING ATTIC SPACES ABOVE THE FIRST FLOOR, THAT ARE EXPOSED AS PART OF THESE RENOVATIONS, SHALL RECEIVE NEW
R-49 BATT INSULATION MINIMUM, WHILE MAINTAINING A MIN. 1" AIRSPACE ABOVE FOR VENTILATION BELOW THE ROOF SHEATHING.
4) EXPOSED FLAT CEILINGS WITH ATTIC ABOVE ON THE 1 ST FLOOR TO RECEIVE R-49 BATT INSULATION.
5) ALL MAIN LEVEL FLOOR FRAMING JOIST BAYS OVER UNHEATED CRAWL SPACE TO RECEIVE R-30 BATT INSULATION.
6) EXISTING WINDOWS SHOWN TO REMAIN ON THE MAIN FLOOR ARE VINYL FRAMED & DOUBLE GLAZED WITH DEFAULT
U-VALUE OF 0.55
7) ALL NEW WINDOWS AND EXTERIOR DOORS SHOWN AT THE NEW ADDITION, AND REMODELED EXISTING AREAS, MUST ACHIEVE A
MAX. TESTED U-VALUE OF <_ 0.30
8) THIS PROJECT ADDS AND REMODELS A TOTAL OF 323 SF OF NEW CONDITIONED FLOOR AREA. THEREFORE PER 2018 WSEC R406.3.5
IT REQUIRES 1.5 ADDITIONAL ENERGY CREDITS PER TABEL R406.3. SEE BELOW FOR ENERGY CREDITS TO BE OBTAINED FOR THIS PROJECT.
9) THE EXISTING GAS FURNACE LOCATED IN THE GARAGE IS TO BE DECOMMISSIONED AND REMOVED. IT SHALL BE REPLACED WITH
A NEW AIR SOURCE, CENTRALLY DUCTED ELECTRIC HEAT PUMP SYSTEM WITH A MINIMUM HSPF [11.0]. SEE PLAN FOR NEW UNIT LOCATION .
COMPLIES WITH 2O18 WSEC TABLE R406.3 OPTION 3.5 FOR 1.5 ENERGY CREDITS.
10) A MINIMUM OF 90% OF PERMANENTLY INSTALLED LAMPS IN NEW LIGHTING FIXTURES TO BE HIGH -EFFICACY LAMPS. (LED OR CF)
11) CONTRACTOR SHALL COMPLETE AND POST AN "INSULATION CERTIFICATE FOR RESIDENTIAL CONSTRUCTION"
WITHIN 3' OF THE MAIN ELECTRICAL PANEL PRIOR TO FINAL INSPECTION.
12) ALL EXHAUST FANS SHOWN ON THIS PLAN SHALL VENT TO THE EXTERIOR TYP. PER PLAN. ALL FANS SHOWN ON
THE PLANS SHALL RUN INTERMITTENTLY UNLESS NOTED OTHERWISE.
GLAZING SCHEDULE
MARK
WIDTH
HEIGHT
OPERATION
QTY.
AREA
"U"
COMMENTS
1
2'-0"
3'-0"
FIXED
1
6
N/A
NEW WINDOW IN (E) ROUGH OPEN'G./TEMPERED OBSCURE GLAZING
2
2'-0"
31-4"
CASEMENT
1
7
0.30 MAX
NEW WINDOW IN (E) ROUGH OPEN'G./TEMPERED GLAZING/ factory mull #9
3
2'-10"
4'-5"
SINGLE HUNG
2
13
0.55
EXISTING WINDOW TO REMAIN
4
2'-6"
4'-0"
SINGLE HUNG
2
10
0.30 MAX
NEW FIBERGLAS FRAMED WINDOW
5
5'-0"
3'-6"
SLIDER
1
18
0.30 MAX
NEW FIBERGLAS FRAMED WINDOW
6
4'-6"
3'-4"
SLIDER
1
15
0.30 MAX
NEW WINDOW IN (E) ROUGH OPEN'G
7
4'-11"
4'-5"
SLIDER
1
22
0.30 MAX
NEW WINDOW IN (E) ROUGH OPEN'G
8
6'-8"
4'-8"
DBL. SINGLE HUNG
1
31
0.55
EXISTING WINDOW TO REMAIN
9
8'-0"
3'-4"
FIXED PICTURE
1
27
0.30 MAX
NEW WINDOW IN (E) ROUGH OPEN'G./TEMPERED GLAZING/ factory mull #2
172 ft2
GLAZING SCHEDULE NOTES:
1) ALL WINDOWS SHADED GREY ON THE SCHEDULE ABOVE ARE EXISTING WINDOWS TO REMAIN AS IS UNDER THIS PERMIT. LISTED U-VALUES
ARE PER THE DEFAULT VALUES IN TABLE R303.1.3(1)
2) NEW WINDOWS LISTED ON THIS SCHEDULE ARE TO BE FIBERGLASS FRAMES, DOUBLE GLAZED, ARGON FILLED, W/ LOW-E COATINGS, & SPACERS TO
ACHIEVE A NFRC TESTED U-VALUE OF:5 0.30 TYP. CONTRACTOR TO CONFIRM U-VALUES FOR NEW UNITS WITH THE MANUFACTURER AND/OR
DISTRIBUTOR.
NO.
WIDTH
HEIGHT
OPERATION
QTY.
AREA
U VALUE
COMMENTS
A
5'-0"
6'-8"
DBL. SWING
1
34 SF
0.39
PR 26 EXTERIOR WOOD FRAMED (75%) DBL. GLAZED DOOR WITH LOCKSET/TEMPERED SAFETY GLZN'G/(
B
3'-0"
6'-8"
SWING
1
20 SF
0.39
30 EXTERIOR WOOD FRAMED (75%) DBL. GLAZED DOOR WITH LOCKSET /TEMPERED SAFETY GLZN'G /G
C
6'-0"
6'-8"
DBL. SWING
1
68 SF
0.39
PR 30 EXTERIOR WOOD FRAMED (75%) DBL. GLAZED DOOR WITH LOCKSET/TEMPERED SAFETY GLZN'G/(
122 SF TOTAL
DOOR SCHEDULE
A
A7
BUILDING SQUARE FOOTAGE SUMMARY:
(E) RESIDENCE 890 SF
(N) ADDITION & REMODELED GARAGE AREA 323 SF
TOTAL OF CONDITIONED SPACES 1213 SF
NEW ADDITION & REMODELED CONDITIONED SPACE IS: 323 SF
THEREFORE PER 2018 WSEC R406 .5.5 - (1.5) ENERGY CREDITS ARE REQUIRED
RESUB
Jun 05 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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CHRISTOPHER M. NEWMAN
AUTHORIZED PRINTS BEAR THE ARCHITECT'S
ORIGINAL SIGNATURE IN BLUE INK
REVISIONS
Q4.17.2024
PERMIT CORRECTIONS CYCLE #1
Q6.4.2024
PERMIT CORRECTIONS CYCLE #2
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DRAWN BY K.NEWMAN
ISSUE DATE 2.12.2024
JOB # 23003
SHEET #
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( 2024 ARCHITECT7600 LLC, ALL RIGHTS RESERVED.
ARCH COMPOSITION ASPHALT SHINGLES
(2) LAYERS 60 MIN. BLG. PAPER UNDRLYMNT.
1/2" CDX PLYWD. SHT'G. NAILING PER STRUCT.
2X12 HF #2 RAFTERS @ 24" O.C.
8" THK. MIN. SPRAY APPLIED POLY ISO CLOSED
CELL FOAM INSUL. FOR R-49 MIN.
5/8" GWB @ CEILING FINISH
PAINT PER OWNER
CONT. 2X12 RIM
MTL. GUTTER
1X8 CONT. FINISH FASCIA
1X6 CONT. SUB FASCIA
CEMENT BD. LAP SIDING PER ELEVATIONS
AIR/VAPOR BARRIER (TYVEK, WEATHERSHEILD, OR EQ.
1/2" CDX PLYWD. SHT'G. NAILING PER STRUCT.
2X6 HF #2 STUDS @ 16" O.C.
R-21 PAPER FACED BATT INSUL. IN STUD BAYS
1/2" GWB @ INTERIOR WALL FINISH
PAINT PER OWNER
TYPICAL EAVES @ 2X12 RAFTERS
SCALE: 1" = 1'-0"
PROVIDE LAMINATED SAFETY GLAZING AT ALL SKYLIGHTS
PER IRC R308.6.2 TYP.
CONTINUE ROOFING MEMBRANE
& UNDERLYMNT. UP CANT STRIP &CURB
1/2" GWB TYP. LINER FINISH
BL 2X12 BLOCKING @ SKYLIGHT R.O.
TYP. ROOF CONSTRUCTION
SKYLIGHT CURB DETAIL
SCALE: 1" = 1'-0"
(N) 2X12 RAFTERS OVERFRAME
EXIST. ROOF
R-21 BA
EXIST. ROOF STRUCTURE, INSUL,
& CEILING FIN. TO REMAIN.
(E) ROOFING & UNDRLYMNT.
REMOVED
NEW RAFTERS OVER (E) EXT. WALL.
SCALE: 1" = 1'-0"
SKYLIGHT UNIT PER PLAN. INSTALLATION,
ATTACHMENT & FLASHINGS PER MANUFACTURER
CURB PER MFG. R.O. DIMENSIONS
CANT STRIP @ CURB TYP. (4) SIDES
8" THK. POLYISO CLOSED
CEL FOAM INSUL TYP.
TYPICAL ROOF CONSTRUCTION:
ARCH COMPOSITION ASPHALT SHINGLES
(2) LAYERS 60 MIN. BLG. PAPER UNDRLYMNT.
1/2" CDX PLYWD. SHT'G. NAILING PER STRUCT.
2X12 HF #2 RAFTERS @ 24" O.C.
8" THK. MIN. SPRAY APPLIED POLY ISO CLOSED
CELL FOAM INSUL. FOR R-49 MIN.
5/8" GWB @ CEILING FINISH
PAINT PER OWNER
N) 2X4 WD. STUDS @ 16" O.C.
CANT STRIP
VERIFY OR PROVIDE (2) 2X FULL
DEPTH BLK'G.
EXIST T.O. WALL
N) 1/2" GWB INT. WALL FINISH
EXIST. EXT. STUD WALL FRAMING,
GWB, & SHEATHING TO REMAIN
ROOF FRAMING PLAN
NOT TO SCALE
RESUB
Jun 05 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
J
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ARCHITECT
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AUTHORIZED PRINTS BEAR THE ARCHITECTS
ORIGINAL SIGNATURE IN BLUE INK
REVISIONS
Q
4.17.2024
PERMIT CORRECTIONS CYCLE #1
Q6.4.2024
PERMIT CORRECTIONS CYCLE #2
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DRAWN BY K. N EWMAN
ISSUE DATE 2.12.2024
JOB # 23003
SHEET #
A4
OC 2024 ARCHITECT7600 LLC, ALL RIGHTS RESERVED.
SOUTH ELEVATION
SCALE: 1 /4" = 1'-0"
WEST ELEVATION
SCALE:1/4" = 1'-0"
RESUB
Jun 05 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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CHRISTOPHER M. NEWMAN
AUTHORIZED PRINTS BEAR THE ARCHITECTS
ORIGINAL SIGNATURE IN BLUE INK
REVISIONS
Q4.17.2024
PERMIT CORRECTIONS CYCLE #1
Q6.4.2024
PERMIT CORRECTIONS CYCLE #2
� O
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DRAWN BY K.NEWMAN
ISSUE DATE 2.12.2024
JOB # 23003
SHEET #
A5
( 2024 ARCHITECT7600 LLC, ALL RIGHTS RESERVED.
NORTH ELEVATION
SCALE: 1 /4" = P-0"
EAST ELEVATION
SCALE: 1/4" = 1'-0"
RESUB
Jun 05 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
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CHRISTOPHER M. NEWMAN
AUTHORIZED PRINTS BEAR THE ARCHITECTS
ORIGINAL SIGNATURE IN BLUE INK
REVISIONS
Q4.17.2024
PERMIT CORRECTIONS CYCLE #1
Q6.4.2024
PERMIT CORRECTIONS CYCLE #2
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DRAWN BY K.NEWMAN
ISSUE DATE 2.12.2024
JOB # 23003
SHEET #
A6
( 2024 ARCHITECT7600 LLC, ALL RIGHTS RESERVED.
UPPER WALL CAB.
31-011
DRIP DRY ROD
CA
CABS.
SHELVES
PANTRY
W/ PULLOUT
SHLVS.
U
11611
0000
DRYER
W?
2'-01,
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0000
WASHER
0
no
PULLOUT
CLOTHES
HAMPER
T-011
TUB SINK
.
21-611
1-911
BASE STORAGE
11-9
CABS.-
P�
LAUNDRY - NORTH
SCALE: 1/2" = V-0"
ART STUDIO - EAST
SCALE: 1/2" = l'-O"
O
24 FLUSH PANEL 26 FLUSH PANEL
CLOSET DR. Q
STIL. DR.
1 '-0
J10
TILED STEPS
ART STUDIO - SOUTH
SCALE: 1/2" = 1'-0"
LAU N DRY - EAST
SCALE: 1/2" = l'-O"
ART STUDIO - WEST
SCALE: 1/2" = V-0"
KNEE SPACE cl)
KNEE SPACE
BASE
CAB
—DRAWERS
o
DRAWERS
ART STUDIO - NORTH
SCALE: 1/2" = P-O"
7
19
NEW BATHRM.
INDOW
LAUNDRY - SOUTH
SCALE: 1/2" = l'-O"
6 CASE OPENING
&_LAU LAUNDRY
-LE 1 �VEST SC = _r_o.
A/2
BUILDING SECTION B-B
SCALE: 1/4" = 1'-0"
RESUB
Jun 05 2024
BUILDING SECTION A -A JCITY OF EDMONDS
DEVELOPMENT SERVICES
SCALE: 1/4" = P-0" DEPARTMENT
I
REGISTERED
�7600
ARCHITECT
AUTHORIZED PRINTS BEAR THE ARCHITECT'S
ORIGINAL SIGNATURE IN BLUE INK
REVISIONS
A4.17.2024
PERMIT CORRECTIONS CYCLE #1
A26.A.202A
PERMIT CORRECTIONS CYCLE #2
III
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O
DRAWN BY K.NEWMAN
ISSUE DATE 2.12.2024
JOB # 23003
SHEET #
A7
OC 2024 ARCHITECT7600 LLC, ALL RIGHTS RESERVED.
13'-0" ±
TO PROVIDE TEMPORARY
IS RIDGE DURING CONST. TYP.
ROOF FRAMING DEMOLITION PLAN
NOT TO SCALE
REMOVE EXIST. SIDI
WOOD STRUCTURE
r------- --------------------------I
1st FLOOR DEMOLITION PLAN
SCALE: 1 /4" = 1'-0"
N
RESUB
Jun 05 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
7600 REGISTERED
ARCHITECT
CHRISTOPHER M. NEWMAN
AUTHORIZED PRINTS BEAR THE ARCHITECTS
ORIGINAL SIGNATURE IN BLUE INK
REVISIONS
�
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i
DRAWN BY
K.NEWMAN
ISSUE DATE
1.9.24
JOB #
23003
SHEET #
Dml
nC 2024 ARCHITECT7600 LLC, ALL RIGHTS RESERVED.
GENERAL STRUCTURAL NOTES
(The following apply unless shown otherwise on the plans)
CRITERIA
1. ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS,
SPECIFICATIONS, AND THE SEATTLE BUILDING CODE (2018 EDITION).
2. DESIGN LOADING CRITERIA
ROOF SNOW LOAD............................................................... 25 PSF
FLOOR LIVE LOAD (RESIDENTIAL)...................................................40 PSF
DECK LIVE LOAD (RESIDENTIAL).................................................... 60 PSF
TRUSS TOP CHORD DEAD LOAD (INCLUDES 5PSF SOLAR PANEL LOAD) ................. 20 PSF
TRUSS BOTTOM CHORD DEAD LOAD ............................................... 10 PSF
LATERAL LOADS - WIND
1. BASIC WIND SPEED 98 MPH
2. IMPORTANCE FACTOR 1.0
3. Kzt 1.0
4. EXPOSURE B
S. INTERNAL PRESSURE COEFF. +/- 0.18
LATERAL LOADS - SEISMIC
1. SEISMIC IMPORTANCE FACTOR 1=1.0
2. STRUCTURAL OCCUPANCY CATEGORY II
3. MAPPED SPECTRAL RESPONSE ACCELERATIONS Ss=1.286g, S1=0.452g
4. SPECTRAL RESPONSE COEFFICIENTS Sos=1.028g, So1=09
5. BUILDING LOCATION 47.8091357 N, 122.3662558 W
6. SITE CLASS D
7. SEISMIC DESIGN CATEGORY D
8. BASIC SEISMIC FORCE RESISTING SYSTEM LIGHT FRAMED SHEAR WALL
9. DESIGN BASE SHEAR 8.4 KIPS
10. RESPONSE MODIFICATION FACTOR R = 6.5
11. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORCE
3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND
CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY
ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION.
4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO
COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED
AS GUIDELINES ONLY AND MUST BE VERIFIED.
5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL
ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS.
6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES
OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTORS WORK. THE ENGINEER HAS NO OVERALL SUPERVISORY
AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR
FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE ENGINEER HAS NO DUTY TO
INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS,
OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE.
7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND ENGINEER FOR
APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY
THIS REQUIREMENT.
8. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITION ARE NOT
SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION
SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE ENGINEER.
9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE
SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE AND ERECTION IN ACCORDANCE
WITH INSTRUCTIONS PREPARED BY THE SUPPLIER.
QUALITY ASSURANCE
10. THE OWNER SHALL RETAIN A SPECIAL INSPECTOR TO PERFORM THE SPECIAL INSPECTION REQUIREMENTS AS
REQUIRED BY THE BUILDING OFFICIAL AS OUTLINED IN SECTION 1704 OF THE SEATTLE BUILDING CODE. THE ARCHITECT,
STRUCTURAL ENGINEER, AND BUILDING DEPARTMENT SHALL BE FURNISHED WITH COPIES OF ALL INSPECTION AND
TEST RESULTS. SPECIAL INSPECTION OF THE FOLLOWING TYPES OF CONSTRUCTION
EPDXY GROUTED INSTALLATIONS PER ESR REPORT
OTHER ELEMENTS AS REQUIRED BY JURISDICTION
GEOTECH N ICAL
11. FOUNDATION NOTES: ALLOWABLE SOIL PRESSURE AND LATERAL EARTH PRESSURE ARE ASSUMED AND
THEREFORE MUST BE VERIFIED BY A QUALIFIED SOILS ENGINEER OR APPROVED BY THE BUILDING OFFICIAL. IF SOILS ARE
FOUND TO BE OTHER THAN ASSUMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN.
FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH FREE FROM ORGANIC MATERIALS AT LEAST 18" BELOW
ADJACENT FINISHED GRADE. UNLESS OTHERWISE NOTED, FOOTINGS SHALL BE CENTERED BELOW COLUMNS OR WALLS
ABOVE.
FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOILS, SLOUGHS, DEBRIS AND FREE OF WATER AT ALL TIMES. IF
ORGANIC SILT AND/OR FILL MATERIAL IS ENCOUNTERED AT SUBGRADE, OVER -EXCAVATE A MINIMUM OF 2'-0" BELOW THE
DESIGN FOUNDATION SUBGRADE ELEVATION PRIOR TO PLACING FOOTINGS. THE OVER -EXCAVATED AREAS SHALL BE
BACKFILLED WITH STRUCTURAL FILL COMPACTED TO 95% PROCTOR PER ASTM D-1557 OR A LEAN CONCRETE MIX. BACKFILL
BEHIND ALL RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRAINAGE.
ALLOWABLE SOIL PRESSURE .......................................... 2000 PSF
LATERAL EARTH PRESSURE (RESTRAINED/UNRESTRAINED) ..........55 PCF/35 PCF
COEFICIENT OF FRICTION (FACTOR OF SAFETY OF 1.5 INCLUDED) ............. 0.3
RENOVATION
12. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY
DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER
SUITABLE TO THE WORK SEQUENCES. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE
EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS
TO 40 PSF.
13. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND
WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED
14. CONCRETE SHALL BE MIXED PROPORTIONED CONVEYED AND PLACED IN ACCORDANCE WITH SBC SECTION
1905, 1906, AND ACI 301, INCLUDING TESTING PROCEDURES. NORMAL WEIGHT CONCRETE SHALL ATTAIN A 28-DAY
STRENGTH OF 2500 PSI. 5Y2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6 GALLONS OF WATER
PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". MIXES SHALL BE PROPORTIONED TO ACCOMMODATE PLACEMENT.
SLUMP, W/C RATIO, ADMIXTURES, AND AGGREGATE SIZE WILL BE DETERMINED BY THE CONTRACTOR IN ACCORDANCE
WITH ACI.
15. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN
AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494, and C618. TOTAL AIR CONTENT FOR FROST -RESISTANT
CONCRETE SHALL BE IN ACCORDANCE WITH ACI 318-14 SECTION 19.3.3.1.
16. REINFORCING STEEL #4 AND SMALLER SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENT S1), GRADE
40, fy = 40,000 PSI. REINFORCING STEEL #5 AND LARGRER SHALL SHALL BE GRADE 60, fy = 60,000 PSI. WELDED WIRE
FABRIC SHALL CONFORM TO ASTM A-185.
17. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI
315-92 AND 318-19. LAP ALL CONTINUOUS REINFORCEMENT #5 AND SMALLER 50 BAR DIAMETERS OR 2'-0" MINIMUM.
PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. LAP CORNER BARS #5 AND SMALLER 50 BAR
DIAMETERS OR 3'-0" MINIMUM. LAPS OF LARGER BARS SHALL BE MADE IN ACCORDANCE WITH ACI 318-19 , CLASS
B. LAP ADJACENT MATS OF WELDED WIRE FABRIC A MINIMUM OF 8" AT SIDES AND ENDS.
NO BARS PARTIALLY EMBEDDED IN HARDENED CONCRETE SHALL BE FIELD BENT UNLESS SPECIFICALLY SO DETAILED
OR APPROVED BY THE STRUCTURAL ENGINEER.
18. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS:
FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST EARTH. 3"
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#6 BARS OR LARGER) 2"
FORMED SURFACES EXPOSED TO EARTH OR WEATHER (#5 BARS OR SMALLER) 1-1/2"
COLUMN TIES OR SPIRALS AND BEAM STIRRUPS 1-1/2"
SLABS AND WALLS (INT. FACE) GREATER OF BAR DIAMETER PLUS 1/8" OR 3/4"
19. CAST -IN -PLACE CONCRETE: SEE ARCHITECTURAL DRAWINGS FOR EXACT LOCATIONS AND DIMENSIONS OF
DOOR AND WINDOW OPENINGS IN ALL CONCRETE WALLS. SEE ARCHITECTURAL DRAWINGS FOR ALL GROOVES,
NOTCHES, CHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FINISH DETAILS AT ALL EXPOSED CONCRETE
SURFACES, BOTH CAST -IN -PLACE AND PRECAST.
ANCHORAGE
20. EPDXY -GROUTED ITEMS (THREADED RODS OR REINFORCING BARS) SPECIFIED ON THE DRAWINGS SHALL BE
INSTALLED USING "AT-XP" AS MANUFACTURED BY SIMPSON STRONGTIE COMPANY INC. INSTALL IN STRICT ACCORDANCE
WITH IAPMO LIES REPORT NO. ER-263. RODS SHALL BE ASTM A-36 GALVANIZED, UNLESS OTHERWISE NOTED.
INT9161C
21. FRAMING LUMBER SHALL BE KILN DRIED OR MC-19, AND GRADED AND MARKED IN CONFORMANCE WITH
W.C.L.B. STANDARD GRADING RULES FOR WEST COAST LUMBER NO. 17. FURNISH TO THE FOLLOWING MINIMUM
STANDARDS:
2X & 3X MEMBERS HEM FIR NO. 2 MINIMUM BASE VALUE, Fb = 850 PSI
2x10, 4X and LARGER MEMBERS DOUGLAS FIR NO. 2 MINIMUM BASE VALUE, Fb = 900 PSI
22. GLUED -LAMINATED MEMBERS SHALL BE MANUFACTURED AND IDENTIFIED IN CONFORMANCE WITH ANSI
A190.1, ANSI 117 AND ASTM D3737, WITH STRESS CLASS 24F-1.8E IN A CERTIFIED PLANT. EACH MEMBER SHALL BEAR AN
IDENTIFICATION AND GRADING MARK AND SHALL BE ACCOMPANIED BY AN ANSI A190.1 CERTIFICATE OF CONFORMANCE.
CERTIFICATES OF CONFORMANCE MUST BE MADE AVAILABLE TO BUILDING INSPECTORS. CITY INSPECTION IS REQUIRED
PRIOR TO COVERING GLUED LAMINATED MEMBERS. ALL SIMPLE SPAN BEAMS SHALL BE DOUGLAS FIR COMBINATION
24F-V4, f'b = 2400 psi, fv=265 psi AND ALL CANTILEVERED BEAMS AND COLUMNS SHALL BE DOUGLAS FIR COMBINATION
24F-V8, f'b = 2400 psi, fv=265 UNLESS NOTED OTHERWISE. CAMBER ALL SIMPLE SPAN GLULAM BEAMS TO 3500' RADIUS OR
ZERO CAMBER, UNLESS SHOWN OTHERWISE ON THE PLANS.
23. MANUFACTURED LUMBER PSL, LVL, AND LSL, SHALL BE MANUFACTURED UNDER A PROCESS APPROVED BY THE
ASTM D5456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE PRODUCT AND MANUFACTURER NAME, PLANT
NUMBER OF THE MANUFACTURER, THE GRADE, AND THE QUALITY CONTROL AGENCY. ALL PSL, LVL, AND LSL LUMBER
SHALL BE MANUFACTURED IN ACCORDANCE WITH ICC REPORT ESR-1387 AND SHALL BE MANUFACTURED USING VENEER
GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH
THE LENGTH OF THE MEMBER. THE MEMBERS SHALL HAVE THE FOLLOWING MINIMUM PROPERTIES:
PSL (2.OE) BEAMS Fb = 2900 PSI, E = 2000 KSI, Fv = 290 PSI
LVL (1.9E) BEAMS Fb = 2600 PSI, E = 1900 KSI, Fv = 285 PSI
LSL (1.5E) BEAMS Fb = 2325 PSI, E = 1500 KSI, Fv = 310 PSI
24. DESIGN SHOWN ON PLANS IS BASED ON TRUS-JOIST PRODUCTS MANUFACTURED BY THE WEYERHAEUSER
CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND
STRUCTURAL ENGINEER OF RECORD. ALTERNATE BEAM HANGERS AND OTHER HARDWARE MAY BE SUBSTITUED FOR ITEMS
SHOWN PROVIDED THEY HAVE ICC APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL BEAM HANGERS AND OTHER
HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED.
25. MANUFACTURED LUMBER PRODUCTS SHALL BE INSTALLED WITH A MOISTURE CONTENT OF 12% OR LESS. THE
CONTRACTOR SHALL MAKE PROVISIONS UPON RECEIPT OF MATERIAL AND DURING CONSTRUCTION TO PREVENT THE
MOISTURE CONTENT OF INSTALLED BEAMS FROM EXCEEDING 12%. EXCESSIVE DEFLECTIONS MAY OCCUR IF MOISTURE
CONTENT EXCEEDS THIS VALUE.
26. PLYWOOD SHEATHING SHALL BE APA RATED, GRADE C-D, EXTERIOR GLUE OR STRUCTURAL II, EXTERIOR
GLUE IN CONFORMANCE WITH SBC 2304.8 AND TABLE 2304.8(2). ORIENTED STRAND BOARD OF EQUIVALENT THICKNESS,
EXPOSURE RATING AND PANEL INDEX MAY BE USED IN LIEU OF PLYWOOD.
ROOF SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 32/16.
FLOOR SHEATHING SHALL BE 3/4" (NOMINAL) WITH SPAN RATING 48/24.
WALL SHEATHING SHALL BE 1/2" (NOMINAL) WITH SPAN RATING 24/0.
REFER TO WOOD FRAMING NOTES BELOW FOR TYPICAL NAILING REQUIREMENTS.
27. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR MASONRY, EXPOSED TO WEATHER, OR THAT REST ON
EXTERIOR FOUNDATION WALLS AND ARE LOCATED WITHIN 8" OF EARTH, SHALL BE PRESSURE -TREATED WITH AN
APPROVED PRESERVATIVE. NAILS, SCREWS, BOLTS W/NUTS AND WASHERS, ANCHOR BOLTS, HOLDOWNS AND ANY OTHER
STEEL DEVICES IN DIRECT CONTACT WITH THE TREATED WOOD SHALL BE EITHER STAINLESS STEEL OR GALVANIZED PER THE
MANUFACTURER TO PREVENT DIRECT CONTACT BETWEEN THE STEEL AND THE TREATED WOOD. TAPED AND PAINTED
SEPARATION TECHNIQUES MUST BE IN ACCORDANCE WITH MANUFACTURERS RECOMMENDATIONS AND RECEIVE PRIOR
APPROVAL FROM THE ARCHITECT AND ENGINEER.
28. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON
COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-2017. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE
SUBSTITUTED, PROVIDED THEY HAVE ICBO APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND
SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE
MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE
NAILS OR BOLTS IN EACH MEMBER. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS
UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. UNLESS NOTED OTHERWISE, ALL
NAILS SHALL BE AS CALLED OUT BELOW. ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE
(MINIMUM) AS MEMBERS CONNECTED. UNLESS OTHERWISE NOTED ON THE DRAWINGS, USE MINIMUM CONNECTOR FOR
FOR MEMBER INSTALLED WITH MAXIMUM NAILING.
29. WOOD FASTENERS
A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING
SPECIFICATIONS:
SIZE LENGTH DIAMETER
6d 2" 0.113"
8d 2-1/2" 0.131"
10d 3" 0.148"
12d 3-1/4" 0.148"
16d BOX 3-1/2" 0.135"
SIDS 1/4 SIMPSON STRONG TIE 1/4 LAG SCREW MINIMUM EMBEDMENT OF 2.5 INCHES
IF CONTRACTOR PROPOSES THE USE OF ALTERNATE NAILS, THEY SHALL SUBMIT NAIL SPECIFICATIONS TO THE
STRUCTURAL ENGINEER (PRIOR TO CONSTRUCTION) FOR REVIEW AND APPROVAL.
B. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF
SHEATHING WITH NO COUNTERSINKING PERMITTED.
C. BOLTS - ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE
HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO
THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION WITH A LEAD BORE HOLE OF 60-70% OF THE SHANK
DIAMETER. LEAD HOLES ARE NOT REQUIRED FOR 3/8" DIA AND SMALLER LAG SCREWS.
30. WOOD FRAMING NOTES --THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS
A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM
STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM
TO TABLE 2304.10.1 OF THE IBC. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND
ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG BOLTS BEARING
ON WOOD. INSTALLATION OF LAG BOLTS SHALL CONFORM TO NATIONAL DESIGN SPECIFICATION FOR WOOD
CONSTRUCTION WITH A LEAD BORE HOLE OF 60 TO 70 PERCENT OF THE SHANK DIAMETER. LEAD HOLES ARE NOT
REQUIRED FOR 3/8" AND SMALLER LAG SCREWS.
B. WALL FRAMING: REFER ARCHITECTURAL DRAWINGS FOR THE SIZE OF ALL WALLS. ALL STUDS SHALL BE SPACED
AT 16" O.C. UNO. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL
OPENINGS, AND AT BEAM OR HEADER BEARING LOCATIONS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED
THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE CONTINUOUS SOLID BLOCKING AT MID -HEIGHT OF ALL STUD WALLS
OVER 10'-0" IN HEIGHT.
ALL WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH
TWO 16d NAILS, AND TOENAIL WITH (4) 8d NAILS OR END NAIL WITH (2) 16d NAILS ON EACH STUD TO BOTTOM PLATE.
FACE NAIL DOUBLE TOP PLATE WITH 16d @ 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS
@ 4" O.C. EACH SIDE JOINT.
ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS @ 16"
O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @
4'-0" O.C. UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT- UP POSTS SHALL BE NAILED TO EACH OTHER
WITH 16d @ 8" O.C. STAGGERED. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR
SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES, AND BLOCKING WITH NAILS @ 7" O.C. NAIL 1/2" GWB WITH 5d
COOLER NAILS AND 5/8" GWB WITH 6d COOLER NAILS. PROVIDE 1/2" (NOMINAL) APA RATED SHEATHING (SPAN RATING
24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), AND TOP AND BOTTOM PLATES
WITH 8d NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH 8d NAILS @ 12" O.C. ALLOW 1/8"
SPACING AT ALL PANEL EDGES AND ENDS.
C. FLOOR AND ROOF FRAMING: PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS THAT EXTEND
OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENINGS IN FLOORS OR ROOFS UNLESS OTHERWISE
NOTED. PROVIDE SOLID BLOCKING AT ALL BEARING POINTS. TOENAIL JOISTS TO SUPPORTS WITH TWO 16d NAILS.
ATTACH TIMBER JOISTS TO FLUSH HEADERS OR BEAMS WITH SIMPSON METAL JOIST HANGERS IN ACCORDANCE WITH NOTES
ABOVE. NAIL ALL MULTI -JOIST BEAMS TOGETHER WITH (2) ROWS OF 16d NAILS @ 12" O.C. STAGGERED.
UNLESS OTHERWISE NOTED ON THE PLANS, PLYWOOD ROOF AND FLOOR SHEATHING SHALL BE LAID UP WITH GRAIN
PERPENDICULAR TO SUPPORTS AND NAILED WITH 10d @ 6" O.C. TO FRAMED PANEL EDGES, STRUTS AND OVER STUD WALLS
AS SHOWN ON PLANS AND WITH 10d @ 12"O.C.T0 INTERMEDIATE SUPPORTS.
PROVIDE APPROVED PLYWOOD EDGE CLIPS CENTERED BETWEEN JOISTS/TRUSSES AT UNBLOCKED ROOF SHEATHING EDGES.
ALL FLOOR SHEATHING EDGES SHALL HAVE APPROVED T&G JOINTS OR SHALL BE SUPPORTED WITH SOLID BLOCKING.
ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS OF FLOOR AND ROOF SHEATHING. TOENAIL BLOCKING TO
SUPPORTS WITH 16d @ 12" O.C. WITH MINIMUM OF (2) 16d PER BLOCK UNLESS OTHERWISE NOTED.
SHEARWALL SCHEDULE
MARK
SHEATHING
PANEL EDGE
A35, LS50 OR
BOTTOM PLATE
BASE
NAILING (I)
LTP4 CLIPS
CONNECTION Q
CONNECTION®
SW6
1%2" 8d @ 6"oc @ 28"oc 16d @ 6"oc %"O A.B. @ 60"oc7
SW4
1%2" 8d @ 4"oc @ 20"oc 16d @ 4"oc %"O A.B. @ 48"oc7
SW3
1%2" 8d @ Yoc @ 14"oc 16d @ 4"oc /"0 A.B. @ 36"oc7
1. BLOCK PANEL EDGES WITH 2X FLAT AND NAIL PANELS TO INTERMEDIATE SUPPORTS w/ 8d @ 12"oc
2. PROVIDE BLOCKING BENEATH WALL ENDS WHERE FRAMING IS NOT PRESENT.
3. TWO STUDS MINIMUM ARE REQUIRED AT EACH END OF ALL SHEARWALLS AN ALL END STUDS SHALL
RECEIVE EDGE NAILING.
4. EACH ANCHOR BOLT (A.B.) SHALL YB" 0 WITH 7" MIN EMBEDMENT. INSTALL WITH NUT AND 3,,X3,,X0.25,,
PLATE WASHER. WASHER MUST EXTEND TO WITHIN Y2" OF THE PLATE EDGE WHERE CONNECTION TO
SHEATHING OR RIM OCCURS. AT DOUBLE SIDED SHEARWALLS, STAGER ON BOTH PLATE EDGES.
5. SEE DETAILS 1, 1.1 & 1.2 FOR TYPICAL CONDITIONS AND ASSEMBLIES.
6. --
7. AT EXISTING FOUNDATION, INSTALL YB"0 STRONGBOLT 2 WITH 5 Y2" EMBEDMENT AT CENTER OF
STEM WALL. INSTALL WITH 8" MIN DISTANCE TO END OF STEM WALL.
RAFTER PER PLAN
ROOF SHEATHING
PER PLAN
10d @ 6" oc DIAPHRAGM
BOUNDARY NAILING
2X SOLID EAVE BLOCKING
VENT HOLES AT CENTER
AS REQUIRED
LS50 TOP PLATE TO BLOCKING
PER SW SCHEDULE
EDGE NAILING PER SV
ROOF TO SHEARWALL
SW ABOVE PER PLAN
WALL BOTTOM PLATE NAILING
PER SW SCHEDULE
O
EDGE NAILING PER
SW SCHEDULE
O
SW BELOW PER PLAN
ED
DIAPHRAGM PER
PLAN
RIM JOIST OR
BLOCKING TYP
EDGE NAILIN(
PER SV
SCHEDULI
O
SW PER PLA
10d @ 6" oc DIAPHRAGM BOUNDARY NAILING
(4) 10d SHEATHING TO BLOCK
FLOOR & JOISTS
PER PLAN
ua L o Oc UIHF?iKH(iIVI
BOUNDARY NAILING
4)10d @ 6" oc
SHEATHING TO BLK'G
JOIST PER PLAN
EDGE NAILING
PER SW
SCHEDULE
O
BLOCKING @
2) 1Od TO TOP
PLATE
CLIP PER SWO
SCHEDULE
/SHEATHINGAT
IN LIEU OF LAPPED
EDGE NAILING
2X BLKG @ 48"oc w/ (4) 0.131"0AILS PER SW
SCHEDULE
CONTRACTORS
PREFERENCE
O
ALTERNATE
(IN LIEU OF SHEATHING LAPPED
(cD RIM JOIST)
FLOOR TO SHEARWALL
SW PER PLAN
A.B. PER SW
SCHEDULE ® WALL BOTTOM PLATE NAILING
PER SW SCHEEDDULE
P/T SILL PLATE - TYP 3
EDGE NAILING
PER SW
SCHEDULE
1
FOUNDATION PER PLAN
TOP OF RETAINED SOIL
AT SLAB ON GRADE
FLOOR TO FOUNDATION
ALTERNATE
10d @ 6" oc DIAPHRAGM BOUNDARY NAILING
CLIPS PER SW SCHEDULE O
(4) 10d SHEATHING TO BLOCK
FLOOR & JOISTS
PER PLAN
2X BLKG @ 48"oc w/ (4) 0.131"0
A.B. PER SW
SCHEDULE
P/T SILL PLATE - TYP
FOUNDATION PER PLAN
AT CRAWLSPACE
(4) 10d KING
STUD TO
HEADER@ TOP PLATE CONT
EXTERIOR OVER OPENING
CONDITIONS
KING
STUD
FULL
BEARING
FULL
BEARING
WHERE TOP PLATE IS BROKEN
ATr
v
2X TRIMMER
@ HEADER BEARING: CONDITIONS SHOWN ARE TYPICAL AT ALL
(1) TRIMMER @ DBL 2X HEADER
(2)TRIMMERS @ 4X HEADER FRAMING SUPPORTS UNLESS NOTED OTHERWISE
TYP BEAM HEADER BEARI NG
(8) 16d EVENLY SPACED
STUDS
4'-0" MIN
@ LAPPED TOP PLATE
WHERE TOP PLATE IS BROKEN
AT HEADER, PROVIDE OCS18 w/
(11) 8d EACH END BOTH SIDES
nr UE:AnCo
CLIP PER SW
O
SCHEDULE 2
IN LIEU OF LAPPED
SHEATHING AT
CONTRACTORS
PREFERENCE
@DROPPED HEADER
TYP TOP PLATE SPLICE
E.S. TYP
PROVIDE:
(3) STUDS @ 4X BEAM
(4) STUDS @ 6X BEAM
(5) STUDS @ 7X BEAM
OR GIRDER TRUSS
TYP U.N.O.
16d STAGGERED @ 12"
oc TYP FACE NAILS
DBL 2X
TOP PLATE
WHERE TOP PLATE IS BROKEN
PROVIDE OCS18 w/ (11) 8d EACH
ENDE".r,
@BREAK
HOLDOWN SCHEDULE
FASTENERS
ANCHOR
NOTES
DETAIL
MARK
REFERENCE
ST6224
(26)16d
_ _
EQUAL NAILS TO EACH
6/S2
CONNECTED MEMBER
SB Ysx24
8" MIN STEM. 2%" MIN
EDGE DISTANCE
HTTSKT
(26) SD#10x2 Y2"
Y80
12" EMBED IN AT-XP.
THREADED ROD
CENTER OF WALL
1. DEEPEN FOUNDATION AS NECESSARY TO PROVIDE SPECIFIED EMBEDMENT.
2. ATTACH HOLDOWN TO SHEARWALL END MEMBERS.
3. MIN END MEMBER, (2) STUDS STITCH NAILED WITH 10d STAGGERED @ 6" oc
4. INSTALL PER MANUFACTURERS INSTRUCTIONS
10d @ SPACING PER
SHEARWALL SHEDULE O
TYP
STRAP WHERE
SPECIFIED*
HOLDOWN WHERE
SPECIFIED*
FSHEARWALL
PER PLAN
STAGGER
STAGGER NAILS
10d @ SPACING PER
SHEARWALL SHEDULE O
TYP
HOLDOWN WHERE
SPECIFIED*
AT CORNER AT INTERIOR
* REFER TO HOLDOWN SCHEDULE AND GENERAL NOTES FOR
MINIMUM MEMBER AND ATTACHMENT REQUIREMENTS
TYPICAL SHEARWALL INTERSECTIONS
STAGGER NAILS
RESUB
Jun 05 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
W
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JURISDICTION APPROVAL
STAMP BELOW
PROJECT #: x23-0801
DATE: 12/08/23
REV DATE:
S1
BLOCKING
BETWEEN JOISTS 4X4 MINIMUM GUARD POST
10d @ 4" oc 4'-0" OC MAX^,
LOOR SHEATHING DIAPHRAGM W
CJ
PER PLAN BOUNDARY NAILING DTT2Z w/
42 )12" 0 SS A304 (3)4X BLOCKING w/ MAX
(4) %4"0 X 4%" SDS THROUGH JOIST THREADED ROD
INTO END OF BLOCKING AT GUARD .N
ATTACHMENT LOCATIONS 2 (3)
STRAP PER PLAN CENTERED BETWEEN
MEMBERS INSTALL WITH FULL NAILS Q
BEAM OR COLLECTOR BEAM, TOP PLATE OR OTHER N
SHEATHING PER 10d @ 6" oc JOISTS PER PLAN PER PLAN COLLECTOR PER PLAN
PLAN DIAPHRAGM SHEARWALL
BOUNDARY NAILING SW PER PLAN CONNECTION INSTALL w/ 2" CT)
PER DETAIL 1.1 WASHER TYP BEAM E Q
SOLID }' P;2,X '
BLOCKING ABOVE LU
COLLECTOR POST BEAM I N
SHEARWALL TO STRAP MAY BE INSTALLED
ROOF -INTERIOR TYPICAL STRAP TIE AT FACE OF BEAMS GUARD POST ANCHORAGE o
5 TYPICAL COLLECTOR 5.1 6 7
a) � -0
H Or) L U
SHEARWALL
10d @ 6" oc -
P/T LEDGER TO
MATCH JOISTS
8 8 DROP FOR FLOOR PER PLAN
2 DRAINAGE PER
ARCH
7
• XV 0 X 6" SIDSF;7
STAGGERED @ 8"oc A
JOISTS PER PLAN JOISTS PER PLAN
JOIST HANGER TO LEDGER
A- ELEVATION
DECK LEDGER CONNECTION
DTT2Z MECHANICAL TIE w/ NUT &
WASHER EACH END INSTAL
WITH %" 0 THREADED F
DECK SHEATHING
DECK JOIST/BE
@ JOIST PARALLEL
DECK LATERAL ATTACHMENT
N.T.S.
24
#4 x F—@ 12" oc POST OR BEAM
#4 @ 12" oc (HOR)1 ATTACHED ON ABU PLINTH: 8" ROUND w/
\ PER PLAN REINFSLAB I I r #30
@ 8"oc
j TOP OF SOIL
MINIMUM.
DEEPEN AS \ I SLAB ON GRADE PER PLAN.
NECESSARY FOR SLOPE AS REQ. FOR DRAINAGE
3„
HOEDOWN
EMBEDMENT /\� (1) #4 CONT @TOP &
} BEARING �- (2) #4 CONT @ BOTTOM
SOIL
I
16" MIN
THICKENED EDGE FOOTING
6" MIN
12" MAX 2" MIN
GRADE
(4) #4 @ w/ 18"
STD HOOK MIN
IN FTG
48"
MAX
FOOTING
PER PLAN
��----_----- 3" CLR
BEARING o
SOIL /
EXTERIOR POST FOOTING WITH PLINTH
DTT2Z MECHANICAL TIE w/ NL
WASHER EACH END INSTAL
WITH %" 0 THREADED F
IR
DIST
DECK SHEATHING
FR7
@ JOIST PERPENDICULAR
NEW
FOUNDATION
REINF PER
PLAN- TYP
KlAu---A—K--k3)
3"oc
TERMINATE NEW
FOUNDATION REINF AT
EXISTING FOUNDATION
w/ 4" EPDXY EMBED IN
SIMPSON AT-XP EPDXY
-TYP
NEW TO EXISTING FOUNDATION
SEE DETAIL 1 FOR TOP
8" CONNECTION REQUIREMENTS. 8"
A.B. PER DIAPHRAGM MUST BE IN PLACE A.B. PER
PLAN BEFORE BACKFILLING. PLAN
OTHERWISE PROVIDE (2) #4 CONT
6" TEMPORARY BRACING 2" CLEAR
MIN TOP OF SOIL •
#4 @ #4
(2) #4 CONT 13" oc @
18" oc
12" MIN
(HOR) (VERT)
3'-6" 2" CLEAR DEEPEN AS W
00
MAX REQUIRED a
#4 @ #4 @ FOR SLAB • SLAB co O
13" oc 18„ HOEDOWN oc Q Ln
(HOR) ((VERT) MIN ANCHOR \ \ /\ r
EMBED
FOOTING \ /� 6a0
DRAIN BY / /. STD HOOK +
OTHERS \ \ �/ (A m �o
STD HOOK o
(2) #4 CONT /\ // LA
W — —
/ (2) #4 CONT / T o0 3" CLEAR \/ T a)
• -L \/% a
3" CLEAR O 00
BEARING j, BEARING' ` O
SOIL �/' \ SOIL i ` r 0
\i fi 16" WIDE X 8" DEEP �j�\/j 16" WIDE X 8" DEEP %A
CONT FOOTING CONT FOOTING 00
AT CRAWLSPACE AT SLAB =
V
TYPICAL FOUNDATION WALL
N.T.S.
90' STD HOOK INTO
INTERSECTING WALL.
ALTERNATE EACH BAR
WALL SECTION
ADDITIONAL CORNER BARS TO
,�.-.�... ... nAA-1I (Ill ll Il Kir
TYP CORNER
BAR
AT WALLS AND STEMS
TERMINATE CONT BARS
INTO ADJACENT FOOTING 18" MIN
WITH 90' STD HOOK- TYP
CORNER BAR
TYP
CONT FOOTING 18
BARS TYP
18
TYP CORNER
BAR
RESUB
AT FOOTINGS Jun 05 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
TYP REINFORCING @ INTERSECTIONS - FOOTINGS & WALL
JURISDICTION APPROVAL
STAMP BELOW
PROJECT #: x23-0801
DATE: 12/08/23
REV DATE:
S2
a -
TYPICAL DECK FOOTIN,
2'-0"x2'-0"x8" FOOTING
#4 EACH WAY @ BOTT(
11
S2
Plan Notes
1. Refer to Architectural drawings for all dimensions.
2. Plan indicates framing at floor level and shear walls below.
SYMBOLS 3. All stud walls shall be 2x studs @ 16"oc, uno.
4. All exterior walls shall be SW6 per shear wall schedule, uno. U
J -HANGER, MIN FOR MEMBER U.N.O. 5. Floor sheathing shall be 23/32" APA rated sheathing (48/24). Attach sheathing with 10d nails
@ 6"oc to all framed panel edges and 12"oc to all intermediate/field framing. Place long
- CONCEALED FLANGE HANGER, MIN FOR MEMBER U.N.O. direction of plywood perpendicular to joists direction, stagger rows half the long dimension.
6. Roof sheathing shall be 19/32" APA rated sheathing with 32/16 panel index. Attach 'N
® - BEARING WALL PER GENERAL STRUCTURAL NOTES sheathing with 10d nails @ 6"oc to all framed panel edges and 12"oc to all intermediate/field
framing. Use 4'x8' panels with long direction perpendicular to framing. Stagger rows half the
$WX - SHEARWALL WITH DESIGNATION PER SHEARWALL SCHEDULE long dimension.
7. Members marked "COLLECTOR" shall receive nailing per detail 5/S2
— — - DIAPHRAGM BOUNDARY 8. All beams shall be flush framed and all headers dropped, uno. Provide Simpson LUS hangers
for all 2x joists, typical. Refer to structural general notes for additional connection member 00
O (7)- DIAPHRAGM PROJECTION information.
9. Provide solid bearing under all point loads above. Provide headers over door and window E Q
4--+
openings; (HDR) shall be (2)2x6 minimum. See Detail 2 for beam and header bearing —0 �
requirements. Nail multiple studs together per structural general notes. LU
10. Provide H2.5A at each rafter/truss bearing.
11. Overframe where required with 2x4 @ 24" oc U.N.O. by truss manufacturer. Post with 2x4 a--+ Q
@ 48" oc max. Brace posts over 6-0" at wide face. (D [�
12. Refer to General Structural Notes and typical details for additional requirements. 0 O
13. (X-X) Callouts are beam member ID's for reference only.
Ln Ln E
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TD EABCD ETA
INSTALL HOT TUB DECK
FOUNDATION PLAN
WHERE EXIST
FOUNDATIOP
DEFICIENT, REE
PER DETAII
75
a—
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HTT5
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— — — — — — — — — — — — J
FIRST FLOOR WALLS & ROOF FRAM I NG ABOVE
urrr,
"TT C
AT SHEARWALL CALLOUT @
EXISTING WALLS, ADD CONNECTORS
AND NAILS AS REQUIRED TO
ACHIEVE SPACINGS LISTED IN SW
SCHEDULE. ADD PLYWOOD WHERE
NOT PRESENT TYPICAL
HTT5
RESUB
Jun 05 2024
CITY OF EDMONDS
DEVELOPMENT SERVICES
DEPARTMENT
CS16X36 NEW 7
EXISTING WALL
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JURISDICTION APPROVAL
STAMP BELOW
PROJECT #: x23-0801
DATE: 01 /05/24
REV DATE:
S3
DO NOT SCALE REFER TO ARCH FOR DIMENSIONS
%a' = V-0"
DO NOT SCALE REFER TO ARCH FOR DIMENSIONS
%4 = 1'-0„