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APPROVED BLD RESUB1 BLD2024-0793+Architectural_Plan+7.15.2024_11.48.38_AM+4377580PROJECT DATA SHEET INDEX PROJECT ADDRESS: 23911 74TH AVE W SHEET NUMBER ISSUE DATE SHEET NAME LAKE BALLINGER EDMONDS, WA 98026 00 - GENERAL G0.00 07/15/2024 COVER PROJECT REMODEL OF EXISTING SINGLE FAMILY RESIDENCE G0.10 07/15/2024 GENERAL NOTES DESCRIPTION: G0.11 06/10/2024 SYMBOLS AND ABBREVIATIONS PARCEL NO: 00488800700500 01 - SURVEY LEGAL DESCRIPTION: LAKE BALLINGER LAND CO SUBDIV 1 BLK 007 D-00 - 1 OF 1 07/29/2019 SURVEY LOT 5 INCL SHORELANDS RESIDENCE TYPE OF 02 - ARCHITECTURAL CONSTRUCTION: TYPE V-B A0.03 06/10/2024 ENERGY CODE COMPLIANCE A1.01 06/10/2024 SITE PLAN 23911 74TH AVE W, EDMONDS, WA 98026 SPRINKLERED: NO A2.01 06/10/2024 DEMO PLANS A2.02 07/15/2024 FLOOR PLANS APPLICABLE BUILDING 2021 IRC (ARCH) W/ LOCAL & STATE AMENDMENTS A2.03 06/10/2024 FLOOR PLANS CODES: 2021 IBC (STRUCT) W/ LOCAL & STATE AMENDMENTS A3.01 06/10/2024 ELEVATIONS 2021 WSEC W/ LOCAL AMENDMENTS A3.02 06/10/2024 ELEVATIONS 2023 NEC W/ LOCAL & STATE AMENDMENTS A4.01 06/10/2024 SECTIONS &DETAILS AHJ: CITY OF EDMONDS A6.01 06/10/2024 WINDOW/DOOR SCHEDULE & DETAILS LAND USE CODE REFER TO SITE PLAN FOR ZONING / LAND USE 03 - STRUCTURAL PERMIT CORRECTIONS CONFORMANCE: INFORMATION S1.0 07/12/2024 GENERAL STRUCTURAL NOTES DESIGN CRITERIA: REFER TO STRUCTURAL CALCULATIONS S1.1 07/12/2024 ABBREVIATIONS SUBMITTED: JUNE 10, 2024 S2.0 07/12/2024 FOUNDATION / LOWER FLOOR PLAN S2.1 07/12/2024 MAIN FLOOR FRAMING PLAN CORRECTIONS #1: JULY 15, 2024 S2.2 07/12/2024 UPPER FLOOR/LOW ROOF FRAMING PLAN S2.3 07/12/2024 ROOF FRAMING PLAN S4.0 07/12/2024 TYPICAL WOOD DETAILS PROJECT TEAM S4.1 07/12/2024 DETAILS OWNER: JULIE AND SCOTT HUGILL 23911 74TH AVE W EDMONDS, WA 98026 ARCHITECT: GROUPARCHITECT 1735 WESTLAKE AVE N, SUITE 200 SEATTLE, WA 98109 CONTACT: EMILY MCNICHOLS (206) 365-1230 SURVEYOR: LOVELL-SAUERLAND & ASSOCIATES, INC. 19217 36TH AVE W, SUITE 106 LYNNWOOD, WA 98036 CONTACT: (425) 775-1591 STRUCTURAL: QUANTUM CONSULTING ENGINEERS LLC 1511 THIRD AVENUE, SUITE 323 SEATTLE, WA 98101 CONTACT: SCOTT TINKER (206) 957-3916 CONTRACTOR: TBD 1 OBTAIN ELECTRICAL IN PERMIT FROM STATE LABOR & '. •. INDUSTRIES 1 ..................................... 1 ■ OBTAIN A SEPARATE •. PLUMBING PERMIT FROM THE CITY OF • EDMONDS. 1 ■ ....................................... 1 WHERE ADDITIONS OR ALTERATIONS REQUIRE A PERMIT 1 TO BE ISSUED INTERCONNECTED SMOKE ALARM AND CO j 1 DETECTORS THROUGHOUT THE DWELLING IS REQUIRED. 1 REFER TO 2021 IRC R314 AND 315 FOR MORE 1 INFORMATION. 1 ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE City Of Edmonds Building Department ---------------------------------------------------------------------- Work ------------------------------------------------------------' BATH REMODEL ------------------------------------------------------------------ Address ----------------------------------------------------- 23911 74TH AVE W ------------------------------------- Owner HUGILL ---------------- Approved Date 07/25/2024 ------------ Building Official Permit Number, ---------------------------- BLD2024-0793 m E: C) O CO U M — CIO i 7 co o co00 N 0 0 CV CU o N co L O s= cfl CU M CO o CV CIO CU co N CU M ti rL3 Z134 REGISTEREDARCHITECTrt Scott La en O WWASHINGT © 2020 GROUPARCHITECT, INC. ALL RIGHTS RESERVED PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SUBMITTAL 06/10/2024 PERMIT CORRECTIONS 07/15/2024 SHEET DATE: 0711512024 REVISIONS DRAWN: JMA CHECKED: EHM PROJECT No. 1822 SHEET TITLE: COVER RES U B Jul 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUE: PERMIT CORRECTIONS ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 71151202411:37:18 AM GOnOO BELOW APPLY TES ATE THE DED IN ALL JECT GENERAL ARCHITECTURAL NOTES & SPECIFICATIONS /OTHER SPECIFICAO IONS AREOSUIPERCED D BY PRO EOCT SPECIE COAT ONS IOF SO PROVIDED. VERIIONWITH ARCIHITECT. RODUCT 2021 INTERNATIONAL RESIDENTIAL CODE GENERAL NOTES ARCHITECTURAL NOTES I I I I 1. ALL WORK PERFORMED SHALL COMPLY WITH THESE GENERAL NOTES UNLESS OTHERWISE NOTED ON CODES PATHWAYS SHALL BE OVER AREAS CAPABLE OF SUPPORTING FIRE FIGHTERS ACCESSING THE ROOF. INSULATION - ACCESS HATCH AND DOORS WOOD STOVES THE DRAWINGS AND SPECIFICATIONS. THE GENERAL CONTRACTOR SHALL COORDINATE THE GENERAL ALL WORK SHALL COMPLY WITH THE INTERNATIONAL RESIDENTIAL CODE IRC 2021 EDITION AND ANY PATHWAYS SHALL BE LOCATED IN AREAS WITH MINIMAL OBSTRUCTIONS SUCH AS VENT PIPES CONDUIT ACCESS DOORS FROM CONDITIONED SPACES TO UNCONDITIONED SPACES E.G. ATTICS AND CRAWL FACTORY BUILT FIREPLACES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH THE NOTES WITH THE WORK OF ALL TRADES, INCLUDING BUT NOT LIMITED TO THE MECHANICAL, ELECTRICAL, LOCAL OR STATE AMENDMENTS TO THE CODE. IN ADDITION THE CURRENT VERSIONS OF THE CODES OR MECHANICAL EQUIPMENT. PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 33 PERCENT OF THE SPACES) SHALL BE WEATHER-STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON CONDITIONS OF THE LISTING. HEARTH EXTENTIONS OF APPROVED FACTORY -BUILT FIREPLACES SHALL PLUMBING FOOD SERVICE AND ACOUSTICAL TRADES. COVERING PLUMBING MECHANICAL ELECTRICAL FIRE AND ENERGY CONSERVATION SHALL BE PLAN VIEW TOTAL ROOF AREA NOT LESS THAN AN 18-INCH CLEAR SETBACK IS REQUIRED ON BOTH SIDES Q THE SURROUNDING SURFACES. ACCESS SHALL BE PROVIDED TO ALL EQUIPMENT THAT PREVENTS Q BE INSTALLED IN ACCORDANCE WITH THE LISTING OF THE FIREPLACE. IRC R1004 ( ) FOLLOWED. NOTIFY ARCHITECT OF ANY DISCREPANCIES BETWEEN THE CONTRACT DOCUMENTS AND OF A HORIZONTAL RIDGE. PHOTOVOLTAIC ARRAYS OCCUPYING MORE THAN 33 PERCENT OF THE PLAN DAMAGING OR COMPRESSING THE INSULATION. A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER 2. THE CONTRACTOR SHALL VISIT THE SITE AND BE KNOWLEDGEABLE OF CONDITIONS THEREOF. THE THE BUILDING CODES. WORK SHALL BE DONE TO CURRENT AREA WIDE STANDARDS AND PRACTICES BY VIEW TOTAL ROOF AREA NOT LESS THAN A 36-INCH CLEAR SETBACK IS REQUIRED ON BOTH SIDES OF A MUST BE PROVIDED WHEN LOOSE FILL INSULATION IS INSTALLED. WHEN EAVE VENTS ARE INSTALLED LISTED APPLIANCES. THE INSTALLER SHALL LEAVE THE MANUFACTURER'S INSTALLATION INSTRUCTIONS CONTRACTOR SHALL INVESTIGATE, VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE EXPERIENCED CRAFTSMEN. HORIZONTAL RIDGE. BAFFLING OF THE VENT OPENINGS SHALL BE PROVIDED SO AS TO DEFLECT THE INCOMING AIR ABOVE ATTACHED TO THE APPLIANCE. CLEARANCES OF LISTED APPLIANCES FROM COMBUSTIBLE MATERIALS PROJECT AND SHALL NOTIFY THE OWNER / ARCHITECT OF CONDITIONS REQUIRING MODIFICATION THE SURFACE OF THE INSULATION. BAFFLES SHALL BE RIGID MATERIAL, RESISTANT TO WIND DRIVEN SHALL BE AS SPECIFIED IN THE LISTING OR ON THE RATING PLATE. BEFORE PROCEEDING WITH THE WORK. SCOPE WHERE AN AUTOMATIC SPRINKLER SYSTEM IS INSTALLED WITHIN THE DWELLING IN ACCORDANCE WITH MOISTURE. (WSEC R402.2.4) THESE DOCUMENTS ARE OF LIMITED SCOPE AND DO NOT COVER ALL CONSTRUCTION DETAILS, NFPA 13D OR SECTION P2904, SETBACKS AT RIDGES SHALL COMPLY WITH ONE OF THE FOLLOWING: HEATING SYSTEMS - SEE ENERGY CODE SHEET FOR VENTILATION SYSTEM COMPLIANCE METHOD 3. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ACCURATE PLACEMENT OF THE BUILDING ON THE CONDITIONS FINISHES OR PRACTICES. THE CONTRACTOR IS ASSUMED TO USE GOOD JUDGMENT IN THE 1.PHOTOVOLTAIC ARRAYS OCCUPYING NOT MORE THAN 66 PERCENT OF THE PLAN VIEW TOTAL ROOF INSULATION - ROOFS I CEILINGS ALL APPLIANCES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SITE. EXECUTION OF THESE DOCUMENTS. GROUPARCHITECT (THE 'ARCHITECT,) SHALL NOT BE RESPONSIBLE AREA, NOT LESS THAN AN 18-INCH CLEAR SETBACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL MAINTAIN 1" VENTILATION ABOVE BATT & RIGID INSULATION. IF BAFFLES ARE USED THEY SHALL BE SPECIFICATIONS. (IRC M1307.1) FOR ANY ERRORS OR OMISSIONS FROM THE MISINTERPRETATIONS OF THESE DOCUMENTS. THE RIDGE. RESISTANT TO MOISTURE, BE OF RIGID MATERIAL, AND INSTALLED TO AND EXTEND 6" VERTICALLY ABOVE 4. WHERE DISCREPANCIES EXIST BETWEEN THE DRAWINGS OF VARIOUS DISCIPLINES, ARCHITECTURAL CONTRACTOR SHALL VERIFY ALL EXISTING AND NEW DIMENSIONS AND JOB CONDITIONS AND NOTIFY THE 2.PHOTOVOLTAIC ARRAYS OCCUPYING MORE THAN 66 PERCENT OF THE PLAN VIEW TOTAL ROOF AREA, BATTS OR 12" VERTICALLY ABOVE LOOSE FILL. (IRC R806.3) APPLIANCES DESIGNED TO BE IN A FIXED POSITION SHALL BE SECURELY FASTENED IN PLACE. SUPPORTS DRAWINGS SHALL GENERALLY BE ASSUMED TO GOVERN. IN SUCH INSTANCES, THE CONTRACTOR SHALL ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE WORK. THE CONTRACTOR SHALL NOT LESS THAN A 36-INCH CLEAR SETBACK IS REQUIRED ON BOTH SIDES OF A HORIZONTAL RIDGE. FOR APPLIANCES SHALL BE DESIGNED AND CONSTRUCTED TO SUSTAIN VERTICAL AND HORIZONTAL CONSULT THE ARCHITECT BEFORE PROCEEDING WITH THE WORK. BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCE OR INSULATION - WALLS LOADS WITHIN THE STRESS LIMITATIONS IN THE BUILDING CODE. (IRC M1307.2) PROCEDURES REQUIRED TO PERFORM THE WORK. PANELS AND MODULES INSTALLED ON DWELLINGS SHALL NOT BE PLACED ON THE PORTION OF A ROOF ALL WALL INSULATION SHALL FILL THE ENTIRE CAVITY. EXTERIOR WALL CAVITIES ISOLATED DURING 5. CONDITIONS WHICH ARE NOT DETAILED SHALL BE ASSUMED TO BE SIMILAR IN CHARACTER TO THOSE THAT IS BELOW AN EMERGENCY ESCAPE AND RESCUE OPENING. A PATHWAY NOT LESS THAN 36 INCHES FRAMING (SUCH AS BEHIND BATHTUBS AND SHOWERS) SHALL BE FULLY INSULATED TO THE LEVELS OF APPLIANCES SHALL BE INSTALLED WITH THE CLEARANCES FROM UNPROTECTED COMBUSTIBLE WHICH ARE, WHERE SPECIFIC DIMENSIONS, DETAILS, OR DESIGN INTENT CANNOT BE DETERMINED THE GRADING WIDE SHALL BE PROVIDED TO THE EMERGENCY ESCAPE AND RESCUE OPENING SURROUNDING WALLS. ALL FACED INSULATION SHALL BE FACE STAPLED TO AVOID COMPRESSION. SURFACES AS INDICATED ON THE APPLIANCE LABEL AND PER MANUFACTURER'S REQUIREMENTS. (IRC CONTRACTOR SHALL NOTIFY THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. GRADE ENTIRE CONSTRUCTION AREA OF PROPERTY TO REASONABLY TRUE AND EVEN SURFACES. EXCEPTION: BIPV SYSTEMS LISTED IN ACCORDANCE WITH SECTION 690.12(B)(2) OF NFPA 70, WHERE THE INSULATED HEADERS - RIGID INSULATED HEADERS REQUIRED FOR INTERMEDIATE AND ADVANCED M1306.1) SLOPE GROUND AWAY FROM BUILDING WALLS TO FACILITATE DRAINAGE. GRADE TO UNIFORM LEVELS REMOVAL OR CUTTING AWAY OF PORTIONS OF THE BIPV SYSTEM DURING FIRE -FIGHTING OPERATIONS FRAMING. OTHERWISE, FILL CAVITIES WITH REGULAR WALL INSULATION. 6. CONSTRUCTION OF WORK INDICATED ON DRAWINGS AS (NIC) IS NOT IN CONTRACT. THE CONTRACTOR OR SLOPES BETWEEN POINTS WHERE GRADES ARE NOTED ON DRAWINGS. ROUND SURFACES AT HAS BEEN DETERMINED TO NOT EXPOSE A FIRE FIGHTER TO ELECTRICAL SHOCK HAZARDS. APPLIANCES INSTALLED IN A COMPARTMENT, ALCOVE, BASEMENT, OR SIMILAR SPACE SHALL BE SHALL COORDINATE ALL TRADES OF HIS WORK, WHETHER DIRECTLY OR INDIRECTLY INVOLVED, WITH ABRUPT CHANGES IN LEVEL. INSULATION - FLOORS ACCESSED BY AN OPENING OR DOOR NOT LESS THAN 24" WIDE AND LARGE ENOUGH TO ALLOW REMOVAL NIC WORK. EGRESS ALL FLOOR INSULATION SHALL BE INSTALLED IN A PERMANENT MANNER IN SUBSTANTIAL CONTACT WITH OF EQUIPMENT. A LEVEL SERVICE SPACE OF NOT LESS THAN 30 INCHES DEEP AND THE HEIGHT OF THE BACKFILL BEHIND RETAINING WALLS WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR BASEMENTS, HABITABLE ATTICS, AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE THE UNDERSIDE OF THE SUBFLOOR DECKING. INSULATION SUPPORTS SHALL BE INSTALLED SO SPACING APPLIANCE IS REQUIRED. (IRC M1305.1.1) 7. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF ALL APPLICABLE CODES AND GOVERNING SUBSURFACE DRAINAGE. OPERABLE EMERGENCY ESCAPE OR RESCUE OPENING. ESCAPE OR RESCUE WINDOWS SHALL HAVE A IS NO MORE THAN 24-INCHES ON CENTER. INSULATION SHALL EXTEND FROM THE BOTTOM TO THE TOP AUTHORITIES AND SHALL BE OF BEST PRACTICE OF EACH TRADE. MINIMUM NET CLEAR OPENING OF 5.7 SQUARE FEET. THE MINIMUM NET CLEAR OPENING HEIGHT OF ALL PERIMETER FLOOR FRAMING MEMBERS AND THE FRAMING MEMBERS SHALL BE AIR SEALED. UNDERFLOOR SPACES WITH APPLIANCES MUST PROVIDE A PASSAGEWAY SIZED TO REMOVE EQUIPMENT CUT SLOPES FOR PERMANENT EXCAVATIONS SHALL NOT BE STEEPER THAN 2 HORIZONTAL TO 1 DIMENSION SHALL BE 24 INCHES. THE MINIMUM NET CLEAR OPENING WIDTH DIMENSION SHALL BE 20 FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE BUT NOT LESS THAN 30 HIGH AND 22 INCHES WIDE AND NOT MORE THAN 20 FEET LONG. (IRC M1305.1.3) 8. ALL WRITTEN DIMENSIONS SHALL TAKE PRECEDENCE OVER DRAWN SPACE. DO NOT SCALE THE VERTICAL AND SLOPES FOR PERMANENT FILLS SHALL BE NOT STEEPER THAN 2 HORIZONTAL TO 1 INCHES. WHERE WINDOWS ARE PROVIDED AS A MEANS OF ESCAPE OR RESCUE, THEY SHALL HAVE A OF THE FLOOR INSULATION. (WESC R402.2.7) DRAWINGS. VERTICAL UNLESS SUBSTANTIATING DATA JUSTIFYING STEEPER SLOPES ARE SUBMITTED. FINISHED SILL HEIGHT NOT MORE THAN 44 INCHES ABOVE THE FLOOR. (IRC R310) FUEL -GAS APPLIANCES SHALL NOT BE INSTALLED IN SLEEPING ROOMS, BATHROOMS, TOILET ROOMS, INSULATION - SLABS CLOSETS, OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT 9. ALL DIMENSIONS SHALL BE VERIFIED IN THE FIELD PRIOR TO PROCEEDING WITH THE WORK. THE FOUNDATIONS (ALSO SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS) A FLOOR OR LANDING IS REQUIRED ON EACH SIDE OF AN EXTERIOR DOOR. AN EXTERIOR DOOR MAY PERIMETER INSULATION SHALL BE INSTALLED ON THE INSIDE OR OUTSIDE OF THE FOUNDATION WALL DIRECT VENT APPLIANCES. (IRC G2406.2) CONTRACTOR IS TO NOTIFY THE ARCHITECT OF ANY DISCREPANCIES PRIOR TO PROCEEDING WITH THE FOUNDATION FOOTINGS SHALL BE PLACED UPON FIRM, UNDISTURBED NATIVE SOIL. NOTIFY ARCHITECT OPEN AT A LANDING THAT IS NOT MORE THAN 7-3/4 INCHES LOWER THAN THE FLOOR LEVEL, PROVIDED AND SHALL EXTEND DOWNWARD FROM THE TOP OF THE SLAB FOR A MINIMUM DISTANCE AS SHOWN ON WORK. IF UNDISTURBED SOIL DEPTH IS DIFFERENT FROM DRAWINGS. MINIMUM FOOTING DEPTH 18" BELOW THE DOOR DOES NOT SWING OVER THE LANDING. (IRC R311.3) WSEC TABLE R402.1.3 OR TO THE TOP OF THE FOOTING, WHICHEVER IS LESS. OR DOWNWARD TO A LEAST FUEL -GAS APPLIANCES SHALL BE PROVIDED WITH COMBUSTION AIR PROVIDED THROUGH OPENINGS TO ADJACENT FINISH GRADE. (IRC R403) THE BOTTOM OF THE SLAB AND THEN HORIZONTALLY TO THE INTERIOR OR EXTERIOR FOR THE TOTAL THE OUTDOORS WITH ACCORANCE TO THE CODE. MINIMUM OPENIGS SHALL BE NOT LESS THAN 3 INCHES. 10. FINISHED FLOOR ELEVATIONS ARE TO TOP OF SUBFLOOR (WOOD / STEEL) OR TOP OF SLAB ALL HALLWAYS SHALL BE NOT LESS THAN 36 INCHES WIDE. (IRC R311.6) DISTANCE REQUIRED BY THE TABLE. THE ENTIRE AREA OF A RADIANT SLAB SHALL BE THERMALLY (IRC G2407.6) (CONCRETE) UNLESS OTHERWISE NOTED. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 8 INCHES ABOVE THE ADJACENT FINISH ISOLATED FROM THE SOIL. THE INSULATION SHALL BE AN APPROVED PRODUCT FOR ITS INTENDED USE. GRADE. (IRC R317.1 ITEM 2) STAIRWAYS & RAILS (WSEC R402.2.9) DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARATING THE DWELLING 11. THE CONTRACTOR SHALL PROVIDE AND INSTALL ALL STIFFENERS, BRACING, BACK UP PLATES, AND MAXIMUM RISE 7-3/4 INCHES. MINIMUM RUN 10 INCHES; HEADROOM MINIMUM 6 FEET 8 INCHES; MINIMUM UNIT FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE SHEET METAL OR OTHER SUPPORTING BRACKETS REQUIRED FOR THE BEST POSSIBLE INSTALLATION OF ALL TOILET ROOM FOUNDATIONS FOR ALL BUILDINGS WHERE THE SURFACE OF THE GROUND SLOPES MORE THAN 1 FOOT WIDTH 36 INCHES. HANDRAILS TO HAVE ENDS RETURNED AND PLACED MINIMUM 34 INCHES & MAXIMUM 38 FLASHING APPROVED MATERIAL AND SHALL NOT HAVE OPENINGS INTO THE GARAGE. (IRC R302.5.2) ACCESSORIES AND PARTITIONS, OWNER -FURNISHED ITEMS, AND ALL WALL -MOUNTED OR SUSPENDED IN 10 FEET SHALL BE LEVEL, OR SHALL BE STEPPED SO THAT BOTH TOP AND BOTTOM OF SUCH INCHES ABOVE TREAD NOSING. THE HANDGRIP PORTION OF HANDRAILS SHALL BE NOT LESS THAN 1-1/4 ALL FLASHING TO BE 26 GA GALVANIZED METAL OR ALUMINUM ALLOY ANODIZED FINISH. INSTALL MECHANICAL, ELECTRICAL, OR MISCELLANEOUS EQUIPMENT. FOUNDATION ARE LEVEL. INCHES NOR MORE THAN 2 INCHES IN CROSS -SECTIONAL DIMENSION OR THE SHAPE SHALL PROVIDE AN FLASHING IN ALL LOCATIONS TO MAKE BUILDING WATERTIGHT. THESE AREAS WOULD INCLUDE BUT NOT EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT, OR TYPE BW GAS VENT SHALL BE EQUIVALENT GRIPPING SURFACE. THE HANDGRIP PORTION OF HANDRAILS SHALL HAVE A SMOOTH BE LIMITED TO COPINGS, CAPS, GRAVEL STOPS, BEAM CAPS, DRIP CAPS OVER DOORS WINDOWS AND INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MANUFACTURER'S INSTRUCTIONS, AND 12. THE FLAME SPREAD RATING FOR ALL MATERIALS SHALL CONFORM TO ALL APPLICABLE CODES. INDIVIDUAL CONCRETE PIER FOOTINGS SHALL PROJECT A MINIMUM OF 8 INCHES ABOVE EXPOSED SURFACE WITH NO SHARP CORNERS. HANDRAILS PROJECTING FROM A WALL SHALL HAVE A SPACE OF OTHER OPENINGS, AND ROOF AND WALL INTERSECTIONS. THE APPLICABLE PROVISIONS OF THE CODE. (IRC G2426.1) GROUND UNLESS THE COLUMNS OR POSTS IN WHICH THEY SUPPORT ARE OF APPROVED WOOD OF NOT LESS THAN 1-1/2 INCHES BETWEEN THE WALL AND THE HANDRAIL. (IRC R311.7) 13. REFER TO CERTIFIED MECHANICAL AND ELECTRICAL DRAWINGS AND MANUFACTURER'S TEMPLATE NATURAL RESISTANCE TO DECAY OR TREATED WOOD. CAULKING AND SEALANT VENT SYSTEMS SHALL BE SIZED, INSTALLED AND TERMINATED IN ACCORDANCE WITH TEH APPLIANCE DRAWINGS FOR ALL MECHANICAL AND ELECTRICAL EQUIPMENT SUPPORTS BOLT SETUP TEMPLATES O EXTERIOR LANDINGS DECKS BALCONIES AND STAIRS SHALL BE POSITIVELY ANCHORED TO THE THE FOLLOWING OPENINGS IN THE BUILDING ENVELOPE SHALL BE CAULKED OR OTHERWISE SEALED TO MANUFACTURERS INSTALLATION REQUIREMENTS. IRC G2426.5 Q ( ) SPRING AND VIBRATION ISOLATORS, ETC, NOT SHOWN ON DRAWINGS. COLUMNS AND POSTS LOCATED ON CONCRETE OR MASONRY FLOORS OR DECKS EXPOSED TO THE PRIMARY STRUCTURE TO RESIST BOTH VERTICAL AND LATERAL FORCES. SUCH ATTACHMENT SHALL NOT LIMIT INFILTRATION. AROUND GLAZING AND DOOR FRAMES, BETWEEN THE UNIT AND THE INTERIOR WEATHER OR TO WATER SPLASH OR IN BASEMENTS AND WHICH SUPPORT PERMANENT STRUCTURES BE ACCOMPLISHED BY USE OF TOENAILS OR NAILS SUBJECT TO WITHDRAWAL. (IRC R311.5) SHEET ROCK OR THE TOUGH FRAMING AS SHOWN IN DETAILS WITH SPRAY FOAM SEALER; BETWEEN ALL THERMOSTAT - PRIMARY SPACE CONDITIONING SYSTEMS IN EACH DWELLING UNIT REQUIRES A 14. PROVIDE PROPER ANCHORAGE OF ESSENTIAL EQUIPMENT IN ACCORDANCE WITH APPLICABLE CODES. SHALL BE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING ABOVE FLOORS UNLESS EXTERIOR WALL SOLE PLATES AND THE STRUCTURAL FLOOR, USING TWO ROWS OF CAULKING AS SHOWN PROGRAMMABLE THERMOSTAT WITH A 5-2 SCHEDULE (MINIMUM). THERMOSTAT SHALL BE ENERGY STAR APPROVED WOOD OF NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED. THE PEDESTALS GUARDS WITH STRUCTURAL GLASS BALUSTER PANELS SHALL BE INSTALLED WITH AN ATTACHED TOP IN DETAILS; OVER ALL FRAMING JOINTS WHERE FLOORS OVER CONDITIONED SPACES INTERSECT RATED AND PROVIDE (2) PROGRAMMABLE SETBACK/SETUP PERIODS PER DAY MINIMUM. EACH 15. ALL PIPE DUCTS, BUSS DUCTS, AND CONDUITS THAT PENETRATE FLOOR SLABS AND/OR RATED WALLS SHALL PROJECT AT LEAST 6 INCHES ABOVE EXPOSED EARTH AND AT LEAST 1 INCH ABOVE SUCH FLOORS. RAIL OR HANDRAIL. THE TOP RAIL OR HANDRAIL SHALL BE SUPPORTED BY NOT LESS THAN THREE GLASS EXTERIOR WALLS (E.G. AT RIM AND BAND JOISTS) AS SHOWN IN DETAILS; AROUND OPENINGS IN THE ADDITIONAL SYSTEM WITHIN A DWELLING MUST HAVE AN ADJUSTABLE THERMOSTAT. (WSEC R403.1.1) SHALL BE INSTALLED IN A MANNER WHICH WILL PRESERVE THE FIRE RESISTIVE AND STRUCTURAL (IRC R317.1 ITEM 9) BALUSTER PANELS, OR SHALL BE OTHERWISE SUPPORTED TO REMAIN IN PLACE SHOULD ONE GLASS BUILDING ENVELOPE FOR DUCTS, PLUMBING, ELECTRICITY, TELEPHONE, AND CABLE TELEVISION LINES IN INTEGRITY OF THE BUILDING. BALUSTER PANEL FAIL. (IRC R308.4.4.1) WALLS, CEILINGS AND FLOORS; AT OPENINGS IN THE CEILING, (E.G. WHERE CEILING PANELS MEET DUCTS - DUCTS CANNOT DISPLACE REQUIRED INSULATION. BUILDING CAVITIES CANNOT BE USED AS WOOD (ALSO SEE STRUCTURAL NOTES FOR ADDITIONAL REQUIREMENTS) INTERIOR AND EXTERIOR WALLS; AT EXPOSED BEAMS, MASONRY FIREPLACES, WOODSTOVE FLUES, DUCTS PER WSEC R403.3.7. DUCTS LOCATED OUTSIDE THE CONDITIONED SPACE MUST BE INSULATED 16. COORDINATE PLACEMENT OF ALL CEILING ELEMENTS WITH MECHANICAL, ELECTRICAL, AND CEILING ALL LUMBER, PLYWOOD, PARTICLEBOARD, STRUCTURAL GLUED -LAMINATED TIMBER, AND JOINTED EXCEPTION: AN ATTACHED TOP RAIL OR HANDRAIL IS NOT REQUIRED WHERE THE GLASS BALUSTER ETC.); AT PENETRATIONS. ALL OPENINGS IN THE AIR BARRIER INCLUDING SPACES AROUND PLUMBING, PER WSEC R403.3.1. INSTALLER. WHERE DISCREPANCIES EXIST BETWEEN DRAWINGS AND INSTALLATION THE CONTRACTOR LUMBER FIBERBOARD SHEATHING ( WHEN USED STRUCTURALLY HARDBOARD SIDING WHEN USED PANELS ARE LAMINATED GLASS WITH TWO OR MORE GLASS PLIES OF E UAL THICKNESS AND OF THE Q ELECTRIC CONDUITS AND BOXES AND TELEPHONE SERVICE ENTRANCES. PENETRATIONS OF EXTERIOR SHALL CONSULT WITH THE ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. STRUCTURALLY), PILES AND POLES SHALL CONFORM TO THE APPLICABLE STANDARDS OR GRADING SAME GLASS TYPE. (IRC R308.4.4.1) CEILINGS AND WALLS BY METAL INSULTED FLUES SHALL BE SEALED ACCORDING TO MANUFACTURER'S SMOKE DETECTOR RULES SPECIFIED IN THE IRC AND SHALL BE SO IDENTIFIED BY THE GRADE MARK OR A CERTIFICATE OF SPECIFICATIONS; AT RECESSED LIGHTING FIXTURES IN UNHEATED AREAS, SEAL AROUND THE EXTERIOR A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND AT A POINT CENTRALLY 17. PROVIDE ACCESS PANELS FOR MECHANICAL AND ELECTRICAL EQUIPMENT AS REQUIRED BY INSPECTION ISSUED BY AN APPROVED AGENCY. GLAZING CAN TO BE AIR TIGHT, THE MOUNTING FLANGE ON THE EXTERIOR CAN IS CAULKED TO THE GWB. AT LOCATED IN THE CORRIDOR OR AREA GIVING ACCESS TO EACH SEPARATE SLEEPING AREA. WHEN THE APPLICABLE CODES. ALL ACCESS PANELS SHALL BE CONCEALED AND LOCATIONS SHALL BE SUBMITTED SAFETY GLASS IS REQUIRED IN THE FOLLOWING LOCATIONS (IRC R308.4): ELECTRICAL OUTLETS; SEAL GAPS BETWEEN GWB AND OUTLET BOX. DWELLING UNIT HAS MORE THAN ONE STORY AND IN DWELLINGS WITH A BASEMENT, A DETECTOR SHALL TO THE ARCHITECT FOR REVIEW PRIOR TO START OF WORK. ELECTRICAL'J' BOXES, PLUMBING ALL LUMBER, TIMBER, PLYWOOD, AND POLES REQUIRED TO BE TREATED WOOD UNDER SHALL BE A. GLAZING IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING AND BIFOLD DOORS. BE INSTALLED ON EACH LEVEL, IN THE BASEMENT, AND HABITABLE ATTICS. IN DWELLING UNITS WHERE A CLEANOUTS, FIRE DAMPERS, AND OTHER SIMILAR ITEMS REQUIRING ACCESS ARE NOT TO BE LOCATED IDENTIFIED BY THE QUALITY MARK OF AN APPROVED INSPECTION AGENCY WHICH MAINTAINS CONTINUED B. GLAZING IN FIXED OR OPERABLE PANELS ADJACENT TO A DOOR WHERE THE NEAREST EXPOSED EDGE SUPPLEMENTAL CONDITIONS STORY OR BASEMENT SPLIT INTO TWO OR MORE LEVELS, A DETECTOR SHALL BE INSTALLED ON THE ABOVE GWB OR SIMILAR CEILINGS. SUPERVISION, TESTING, AND INSPECTION OVER THE QUALITY OF THE PRODUCT AS SPECIFIED IN IRC. OF THE GLAZING IS WITHIN A 24 INCH ARC OF EITHER VERTICAL EDGE OF THE DOOR IN A CLOSED CONTRACTOR'S GENERAL COMMERCIAL LIABILITY INSURANCE SHALL CONTAIN NO EXCLUSION THAT UPPER LEVEL PROVIDED THAT THE LOWER LEVEL IS LESS THAN ONE FULL STORY BELOW THE UPPER (IRC R317.2) POSITION AND WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE WOULD DENY COVERAGE FOR ANY CLAIM FOR EITHER BODILY INJURY OR PROPERTY DAMAGE ARISING LEVEL. WHERE THE CEILING HEIGHT OF A ROOM OPEN TO THE HALLWAY SERVING THE SLEEPING ROOMS 18. CONTRACTOR SHALL SUBMIT TO THE ARCHITECT PRIOR TO STARTING THE WORK COMPREHENSIVE THE WALKING SURFACE. OUT OF OR OTHERWISE CAUSED, IN WHOLE OR IN PART, BY ANY FUNGUS, MILDEW, MOLD, OR RESULTING EXCEEDS THAT OF THE HALLWAY BY 24 INCHES OR MORE, DETECTORS SHALL BE PLACED IN THE LAYOUT DRAWINGS INDICATING DIMENSIONAL LOCATION OF ALL VISIBLE BUILDING ELECTRICAL, DELIVERY AND STORAGE: KEEP MATERIALS UNDER COVER AND DRY. PROTECT AGAINST EXPOSURE TO C. GLAZING IN AN INDIVIDUAL FIXED OR OPERABLE PANEL THAT MEETS ALL OF THE FOLLOWING: ALLERGENS. IF SUCH EXCLUSION EXISTS AND CANNOT BE REMOVED BY ENDORSEMENT, CONTRACTOR HALLWAY AND THE ADJACENT ROOM. DETECTORS SHALL SOUND AN ALARM AUDIBLE IN ALL SLEEPING AUTOMATION, SECURITY, LIFE SAFETY, CONTROL, ETC. EQUIPMENT. WEATHER AND CONTACT WITH DAMP OR WET SURFACES. STACK LUMBER AS WELL AS PLYWOOD AND EXPOSED AREA OF AN INDIVIDUAL PANE GREATER THAN 9 SQUARE FEET. SHALL SUBMIT PROOF OF COVERAGE FOR MOLD CLAIMS UNDER A POLLUTION LEGAL LIABILITY OR AREAS OF THE DWELLING UNIT. (IRC R314) OTHER PANELS; PROVIDE FOR AIR CIRCULATION WITHIN AND AROUND STACKS AND UNDER TEMPORARY EXPOSED BOTTOM EDGE LESS THAN 18 INCHES ABOVE THE FLOOR. CONTRACTOR'S POLLUTION LIABILITY POLICY. 19. CONTRACTOR SHALL COORDINATE AND PROVIDE ALL SLAB AND WALL OPENINGS REQUIRED BY COVERINGS INCLUDING POLYETHYLENE AND SIMILAR MATERIALS. EXPOSED TOP EDGE GREATER THAN 36 INCHES ABOVE THE FLOOR. THE REQUIRED DETECTORS SHALL RECEIVE THEIR POWER FROM THE BUILDING WIRING AND BE MECHANICAL AND ELECTRICAL CONTRACTORS. ONE OR MORE WALKING SURFACES WITHIN 36 INCHES HORIZONTALLY OF THE PLANE OF THE GLAZING. WHOLE HOUSE MECHANICAL VENTILATION EQUIPPED WITH A BATTERY BACKUP. THE DETECTOR SHALL EMIT A SIGNAL WHEN THE BATTERIES ARE FRAME NAILING TO BE IN COMPLIANCE WITH IRC TABLE R602.3(1) D. GLAZING IN RAILINGS REGARDLESS OF HEIGHT ABOVE THE WALKING SURFACE. SEE ENERGY CODE SHEET FOR HVAC + MECHANICAL NOTES & SCHEDULE LOW. (IRC R314 20. THE INSULATION CONTRACTOR SHALL PROVIDE CERTIFICATE OF COMPLIANCE TO THE ARCHITECT / E. GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, SPAS, WHIRLPOOLS, SAUNAS, STEAM ROOMS, WHOLE HOUSE VENTILATION SYSTEM SHALL COMPLY WITH IRC CODE REQUIREMENTS, FOR SIZING, OWNER UPON COMPLETION OF WORK. WOOD MEMBERS ENTERING MASONRY OR CONCRETE REQUIRES ONE-HALF INCH NET AIR SPACE ON TOP, BATHTUBS SHOWERS AND SWIMMING POOLS WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60 CONTROLS, DUCTING, NOISE AND OTHER REQUIREMENTS. E INTERCONNECTED IN SUCH A MANNER THAT THE ACTUATION OF ONE OKE ALARM D=INTHE SIDES, AND END. INCHES ABOVE THE WALKING SURFACE. WILL ACTIMS IN THE DWELLING UNIT. EXCEPTION: SMOKE ALARMS SHALL NOT BE21. CONTRACTOR SHALL VERIFY ALL CONCRETE /MASONRY OPENINGS PRIOR TO FABRICATION OF F. GLAZING WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36 INCHES ABOVE THE LOCAL EXHAUST SYSTEMS SHALL HAVE MINIMUM FAN FLOW RATING NOT LESS THAN THE FOLLOWING: [ALARM QUIRED TO BEED TO EXISITNG SMOKE ALARMS WHERE SUCH EXISTING SMOKEDOORS AND FRAMES. FOR CONVENTIONAL CONSTRUCTION, THE ENDS OF EACH JOIST SHALL HAVE NOT LESS THAN 1 1l2 PLANE OF THE ADJACENT WALKING SURFACE OF STAIRS, LANDINGS BETWEEN FLIGHTS AND RAMPS. BATHROOMS/TOILET ROOMS 50 CFM (INTERMITTENT) / 20 CFM (CONTINUOUS) ARMS ARE NOTTED OR WHERE SUCH NEW SMOKE ALARM IS NOT CAPABLE OF BEING INCHES OF BEARING ON WOOD OR METAL, NOR LESS THAN 3 INCHES ON MASONRY EXCEPT WHERE G. GLAZING ADJACENT TO THE BOTTOM STAIR LANDING KITCHENS - 160 CFM (ELECTRIC RANGE) / 250 CFM (COMBUSTION RANGE) NECT D TO E A ARMS (IRC 314.4) 22. ALL DISSIMILAR METALS SHALLBE ISOLATED FROM ONE ANOTHER TO PREVENT GALVANIC ACTION SUPPORTED ON A 1 X 4 RIBBON STRIP NAILED TO ADJOINING STUD. (IRC R502.6) (IRC M1505.4.4.1) AND/OR BREAKDOWN. EXCEPTIONS: THE FOLLOWING PRODUCTS AND APPLICATIONS ARE EXEMPT FROM THE REQUIREMENTS CARBON MONOXIDE ALARM JOISTS UNDER AND PARALLEL TO BEARING PARTITIONS SHALL BE DOUBLED. SOLID BLOCKING SHALL BE FOR HAZARDOUS LOCATIONS AS LISTED IN ITEMS A THROUGH G: WHOLE HOUSE VENTILATION SYSTEMS MAY CONSIST OF ONE OR MORE SUPPLY FANS, ONE OR MORE AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING 23. ROOF OBSTRUCTION SUCH AS TELEVISION ANTENNAS OR GUY WIRES SHALL NOT BE INSTALLED IN A PROVIDED OVER BEARING PARTITIONS, WALLS, AND BEAMS. BEARING PARTITIONS PERPENDICULAR TO A. GLAZED OPENINGS WHERE A 3-INCH DIAMETER SPHERE IS UNABLE TO PASS; DECORATIVE GLAZING EXHAUST FANS, OR AN ERV/HRV WITH INTEGRAL FANS, ASSOCIATED DUCTS AND CONTROLS. WHOLE AREA IN THE IMMEDIATE VICINITY OF THE BEDROOM IN DWELLING UNITS. WHERE A FULL -BURNING MANNER OBSTRUCTING FIRE DEPARTMENT ACCESS OR EGRESS. JOISTS SHALL NOT BE OFFSET FROM SUPPORTING GIRDERS, WALLS, OR PARTITIONS MORE THAN JOIST B. DECORATIVE GLAZING; WHEN THERE IS AN INTERVENING WALL OR OTHER PERMANENT BARRIER HOUSE EXHAUST SYSTEMS SHALL MEET THE FOLLOWING REQUIREMENTS (IRC M1505.4.1): APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM, AN ALARM SHALL BE DEPTH. (IRC R502.4) BETWEEN THE DOOR AND THE GLAZING; WHERE ACCESS THROUGH THE DOOR IS TO A CLOSET OR PROVIDED WITHIN THE BEDROOM. SINGLE STATION CARBON MONOXIDE ALARMS SHALL BE LISTED AS 24. PROVIDE COLLISION BARRIERS ADEQUATE TO PROTECT ALL CONTROL METERS, REGULATORS, AND STORAGE AREA 3 FEET OR LESS IN DEPTH; GLAZING ADJACENT TO THE FIXED PANEL OF PATIO DOORS. BEDROOMS (CFM MIN) (TABLE M1505.4.3(1)) COMPLYING WITH UL 2034 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE IRC AND THE PIPING FOR HAZARDOUS MATERIALS THAT ARE EXPOSED TO VEHICULAR DAMAGE. CONSULT WITH FIRE BLOCKING AND DRAFT STOPPING SHALL BE INSTALLED TO CUT OFF BOTH VERTICAL AND C. DECORATIVE GLAZING; A PROTECTIVE BAR IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34 < 500sf <1000sf <1500sf <2000sf <2500sf <3000sf <3500sf <4000sf <4500sf MANUFACTURER'S INSTALLATION INSTRUCTIONS. (IRC R315) 0-1 30 30 30 35 40 45 50 55 60 ARCHITECT PRIOR TO INSULATING. HORIZONTAL CONCEALED DRAFT OPENINGS AND SHALL FORM AND EFFECTIVE FIRE BARRIER BETWEEN TO 38 INCHES ABOVE THE FLOOR. THE BAR SHALL BE ABLE TO WITHSTAND A HORIZONTAL LOAD OF 50 STORIES, AND BETWEEN TOP STORY AND THE ROOF SPACE. FIRE BLOCKING SHALL CONSIST OF 2-INCH P.L.F. WITHOUT CONTACTING THE GLASS AND BE A MINIMUM OF 1-1/2 INCHES IN HEIGHT. 2 30 35 40 45 50 55 60 65 70 ENERGY CODE (WSEC) COMPLIANCE - 25. ALL MASONRY DIMENSIONS ARE NOMINAL. NOMINAL LUMBER. FIRE BLOCKING SHALL BE REQUIRED IN CONCEALED SPACES OF STUD WALLS AND F. A PROTECTIVE BAR IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34 TO 38 INCHES ABOVE 3 35 40 45 50 55 60 65 70 75 ENERGY CODE SHEETS FOR COMPLIANCE OPTIONS AND ADDITIONAL INFORMATION PARTITIONS, INCLUDING FURRED SPACES, AT THE CEILING AND FLOOR LEVELS AND AT 10 FOOT THE FLOOR. THE BAR SHALL BE ABLE TO WITHSTAND A HORIZONTAL LOAD OF 50 P.L.F. WITHOUT 4 45 50 55 60 65 70 75 80 85 26. CEILING HEIGHT DIMENSIONS ARE FROM DESIGNED FINISH FLOOR TO FINISHED CEILING SURFACES INTERVALS BOTH HORIZONTALLY AND VERTICALLY; AT ALL INTERCONNECTIONS BETWEEN CONCEALED CONTACTING THE GLASS AND BE A MINIMUM OF 1-1/2 INCHES IN HEIGHT. 5+ 50 55 60 65 70 75 80 85 90 MINIMUM REQUIREMENTS U.O.N. VERTICAL AND HORIZONTAL SPACES SUCH AS SOFFITS, DROP CEILINGS AND COVE CEILINGS; BETWEEN FOR WINDOW SIZES SEE WINDOW SCHEDULE STAIR STRINGERS AT TOP AND BOTTOM OF THE RUN; IN OPENINGS AROUND VENTS, PIPES, DUCTS, SKYLIGHT GLAZING TO BE CONSTRUCTED OF: LAMINATED GLASS WITH A MINIMUM 0.015-INCH (0.38 mm) INTEGRATED FORCED -AIR VENTILATION SYSTEMS SHALL HAVE MULTI -SPEED / VARIBLE SPEED AIRFLOW 27. WHERE REQUIRED, DOORS OPENING INTO REQUIRED FIRE -RESISTIVE CORRIDORS SHALL BE CABLES AND WIRES; CHIMNEYS AND FIREPLACES. (IRC R302.11) POLYVINYL BUTYRAL INTERLAYER FOR GLASS PANES 16 SQUARE FEET (1.5 m2) OR LESS IN AREA CONTROLS WITH A LOW SPEED OPERATION NOT GREATER THAN 25% OF THE RATED SUPPLY AIRFLOW THERMAL ENVELOPE: PROTECTED WITH A SELF -CLOSING SMOKE AND DRAFT CONTROL ASSEMBLY HAVING A RATING & S LABEL LOCATED SUCH THAT THE HIGHEST POINT OF THE GLASS IS NOT MORE THAN 12 FEET (3658 mm) ABOVE A CAPACITY DURING VENTILATION ONLY OPERATION. OUTDOOR INTAKE OPENINGS SHALL INCLUDE A SEE VALUES LISTED ON ENERGY CODE SHEETS IN ACCORDANCE WITH WALL ASSEMBLY. ALL WOOD EXPOSED TO WEATHER, SUCH AS WOOD USED FOR DECK FRAMING INCLUDING DECKING, WALKING SURFACE. FOR HIGHER OR LARGER SIZES, THE MINIMUM INTERLAYER THICKNESS SHALL BE MOTORIZED DAMPER ACTIVATED BY THE WHOLE -HOUSE VENTILATION SYSTEM CONTROLLER AND RAILINGS, JOISTS, BEAMS, AND POSTS SHALL BE PRESSURE TREATED OR CEDAR PER IRC 0.030 INCH (0.76 mm); FULLY TEMPERED GLASS; HEAT -STRENGTHENED GLASS; WIRED GLASS; APPROVED MAINTAIN OUTDOOR AIRFLOW INTAKE WITHIN 10% OF THE WHOLE -HOUSE EXHAUST AIRFLOW RATE. FLOW HOT WATER PIPE INSULATION 28. PROVIDE FIRE DAMPERS OR DOORS WHERE DUCTS PENETRATE FIRE RATED WALLS OR CEILINGS RIGID PLASTICS (IRC R308.6.2) RATES MUST BE TESTED AND SUBMITTED AND POSTED IN ACCORDANCE WITH THE CODE (IRC M1505.4.1.5) (ALL LOCATIONS PER WSEC R403.5.3) R-3 U.O.N. ROOF ROOF SHEATHING SHALL BE IN ACCORDANCE WITH IRC PLYWOOD ROOF SHEATHING EXPOSED ON THE ALL UNIT SKYLIGHTS INSTALLED IN A ROOF WITH A PITCH FLATTER THAN THREE UNITS VERTICAL IN 12 WHOLE HOUSE VENTILATION USING EXHAUST FANS: FANS SHALL BE DUCTS DIRECTLY TO THE OUTSIDE WATER PIPES IN UNCONDITIONED SPACES 29. ALL ELEVATOR OPENINGS SHALL BE CERTIFIED BY THE ELEVATOR SUBCONTRACTOR PRIOR TO UNDERSIDE SHALL BE BONDED WITH EXTERIOR GLUE. APPLICATION OF ROOF COVERING MATERIALS UNITS HORIZONTAL (25-PERCENT SLOPE) SHALL BE MOUNTED ON A CURB EXTENDING AT LEAST 4 INCHES AND PROVIDED WITH BACKDRAFT DAMPERS OR MOTORIZED DAMPERS. WHOLE -HOUSE VENTILATION (BOTH HOT AND COLD LINES) R-3 FORMING. IF MODIFICATIONS ARE REQUIRED, THE CONTRACTOR SHALL BRING SUCH MODIFICATIONS TO SHALL BE IN ACCORDANCE WITH IRC. (IRC R803) (102 mm) ABOVE THE PLANE OF THE ROOF UNLESS OTHERWISE SPECIFIED IN THE MANUFACTURER'S EXHAUST FANS MAY BE USED TO PROVIDE LOCAL VENTILATION. (IRC M1505.4.1.2) THE ATTENTION OF THE ARCHITECT AND OWNER PRIOR TO PROCEEDING WITH THE WORK. INSTALLATION INSTRUCTIONS. (IRC R308.6.8) BUILDING AIR LEAKAGE TESTING THE NET FREE VENTILATING AREA OF ENCLOSED RAFTER OR ATTIC SPACES OR OTHER ENCLOSED BUT CLOTHES DRYER EXHAUST VENTILATION (IRC M1502) BLOWER TEST WITH BLOWER DOOR MANDATORY FOR BLDG. ADDITIONS GREATER THAN 150 SQ. FT. AND 30. CONTRACTOR SHALL PROVIDE ALL REQUIRED SIGNAGE (MAXIMUM OCCUPANT LOAD, BUILDING UNHEATED SPACES SHALL BE NOT LESS THAN 1/150 OF THE AREA OF EACH SPACE TO BE VENTILATED, UNIT SKYLIGHTS AND TUBULAR DAYLIGHTING DEVICES SHALL BE TESTED BY AN APPROVED INDEPENDENT DUCTS SHALL DISCHARGE TO THE OUTDOORS, BE INDEPENDENT OF ALL OTHER SYSTEMS, SHALL HAVE A NEW CONSTRUCTION PER ENERGY CONSERVATION CODE REQUIREMENTS. CONTRACTOR SHALL PROVIDE ASSEMBLY, ETC) AS REQUIRED BY LOCAL BUILDING CODE AUTHORITY IN ORDER TO RECEIVE PERMANENT EXCEPT THAT THE AREA MAY BE 1/300, PROVIDED THAT NOT LESS THAN 40% AND NOT MORE THAN 50% LABORATORY, AND BEAR A LABEL IDENTIFYING MANUFACTURER, PERFORMANCE GRADE RATING, AND SMOOTH INTERIOR SURFACE, BE CONSTRUCTED OF METAL NOT LESS THAN NO. 28 GAGE, AND BE 4 ARCHITECT WITH DOCUMENTATION OF COMPLIANCE PRIOR TO PROJECT CLOSEOUT. PROJECT OCCUPANCY. OF THE REQUIRED VENTILATING AREA IS LOCATED NOT MORE THAN 3 FEET BELOW THE RIDGE, APPROVED INSPECTION AGENCY TO INDICATE COMPLIANCE WITH THE REQUIREMENTS OF INCHES IN DIAMETER. DUCTS SHALL BE SEALED PER CODE AND MECHANICALLY FASTENED. MEASURED VERTICALLY. THE BALANCE OF THE REQUIRED VENTILATION SHALL BE LOCATED IN THE AAMA/WDMA/CSA 101/I.S.2/A440. (IRC R308.6.9) INDOOR LIGHTING 31. ALL SURFACES EXPOSED TO VIEW SHALL BE PROVIDED WITH A FINISHED CONDITION (PAINTED, BOTTOM 1/3 OF THE ATTIC SPACE. THE VENT AREA OPENINGS SHALL BE COVERED WITH CORROSION- DOMESTIC COOKING EXHAUST VENTILATION (IRC M1503) ALL INDOOR LUMINARIES (FIXTURES) SHALL BE HIGH EFFICACY. SEALED, ETC). RESISTANT MATERIAL HAVING OPENINGS OF 1/16 INCH MINIMUM AND 1/4 INCH MAXIMUM. (IRC R806) FINISH CARPENTRY DUCTS SHALL DISCHARGE TO THE OUTDOORS, BE CONSTRUCTED OF GALVANIZED STEEL, STAINLESS FASTENERS AND ANCHORAGES: PROVIDE NAILS, SCREWS AND OTHER ANCHORING DEVICES OF TYPE, STEEL OR COPPER, HAVE SMOOTH INTERIOR SURFACES, BE AIRTIGHT, AND BE EQUIPPED WITH BACK CERTIFICATE (MANDATORY) - WESC SECTION R401.3 32. DEMOLITION / CONSTRUCTION SHALL CONFORM WITH CHAPTERS 33 IFC AND 33 IBC. ROOF ACCESS AND PATHWAYS (IRC R324.6) SIZE, MATERIAL AND FINISH SUITABLE FOR INTENDED USE AND REQUIRED TO PROVIDE SECURE DRAFT DAMPERS INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS. DUCTS SHALL NOT TERMINATE IN AN A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN 3 FT OF THE ELECTRICAL ROOF ACCESS, PATHWAYS AND SETBACK REQUIREMENTS SHALL BE PROVIDED IN ACCORDANCE WITH ATTACHMENT, CONCEALED WHERE POSSIBLE. HOT -DIP GALVANIZE FASTENERS FOR WORK EXPOSED TO ATTIC, CRAWL SPACE, OR WITHIN THE BUILDING. DISTRIBUTION PANEL. THE CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE 33. SEE DRAWINGS FOR NOTES REGARDING WALL TYPES AND PARTITIONS. SECTIONS R324.6.1 THROUGH R324.6.2.1. ACCESS AND MINIMUM SPACING SHALL BE REQUIRED TO EXTERIOR AND HIGH HUMIDITIES TO COMPLY WITH ASTM A 153. CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL OR OTHER REQUIRED LABELS. THE PROVIDE EMERGENCY ACCESS TO THE ROOF, TO PROVIDE PATHWAYS TO SPECIFIC AREAS OF THE PLUMBING - SEE ENERGY CODE SHEET FOR PLUMBING NOTES & SCHEDULES CERTIFICATE SHALL LIST: THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON ROOF, PROVIDE FOR SMOKE VENTILATION OPPORTUNITY AREAS, AND TO PROVIDE EMERGENCY EGRESS STANDING AND RUNNING TRIM: INSTALL WITH MINIMUM NUMBER OF JOINTS POSSIBLE, USING FULL- WATER CLOSET COMPARTMENT MIN. 30" WIDE WITH 21" CLEAR SPACE IN FRONT OF STOOL. (IRC P2705.1) CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE FROM THE ROOF. LENGTH PIECES FROM MAXIMUM LENGTH OF LUMBER AVAILABLE. COPE AT RETURNS, MITER AT SHOWER WALLS SHALL BE FINISHED WITH A NONABSORBENT SURFACE TO A HEIGHT OF NOT LESS THAN 6 CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) CORNERS TO PRODUCE TIGHT FITTING JOINTS. USE SCARF JOINTS FOR END -TO -END JOINTS. FEET ABOVE THE DRAIN INLET. (IRC R307.2) OF FENESTRATION; THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR EXCEPTIONS: WHEN GYPSUM IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB OR SHOWER ENCLOSURES OR LEAKAGE TESTING DONE ON THE BUILDING; RESULTS FROM THE WHOLE -HOUSE MECHANICAL 1.DETACHED, NONHABITABLE STRUCTURES, INCLUDING BUT NOT LIMITED TO DETACHED GARAGES, INSTALL FINISH CARPENTRY WORK PLUMB, LEVEL, TRUE AND STRAIGHT WITH NO DISTORTIONS. SHIM AS WATER CLOSET COMPARTMENTS WALLS, WATER-RESISTANT GYPSUM BACKING BOARD SHALL BE USED, VENTILATION SYSTEM FLOW RATE TEST; THE TYPES AND EFFICIENCIES OF HEATING, COOLING, PARKING SHADE STRUCTURES, CARPORTS, SOLAR TRELLISES AND SIMILAR STRUCTURES, SHALL NOT BE REQUIRED USING CONCEALED SHIMS. SCRIBE AND CUT FINISH CARPENTRY ITEMS TO FIT ADJOINING EXCEPT THAT WATER-RESISTANT GYPSUM BOARD SHALL NOT BE USED IN THE FOLLOWING LOCATIONS: VENTILATION, AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS -FIRED UNVENTED ROOM REQUIRED TO PROVIDE ROOF ACCESS. WORK. ANCHOR FINISH -CARPENTRY WORK SECURELY TO SUPPORTS AND SUBSTRATES, USING A) OVER A VAPOR RETARDER HEATER, ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE 2.ROOF ACCESS PATHWAYS AND SETBACKS NEED NOT BE PROVIDED WHERE THE CODE OFFICIAL HAS CONCEALED FASTENERS AND BLIND NAILING WHERE POSSIBLE. USE FINE FINISHING NAILS FOR EXPOSED B IN AREAS SUBJECT TO CONTINUOUS HIGH HUMIDITY SUCH AS SAUNAS OR STEAM ROOMS CERTIFICATE SHALL LIST "GAS -FIRED UNVENTED ROOM HEATER," "ELECTRIC FURNACE" OR "BASEBOARD DETERMINED THAT ROOFTOP OPERATIONS WILL NOT BE EMPLOYED. NAILING EXCEPT AS INDICATED, COUNTERSUNK AND FILLED FLUSH WITH FINISHED SURFACE. C) ON CEILINGS ELECTRIC HEATER," AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS -FIRED UNVENTED 33HESE REQUIREMENTS SHALL NOT APPLY TO ROOFS WITH SLOPES OF TWO UNITS VERTICAL IN 12 ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS; LIST ON -SITE PHOTOVOLTAIC UNITS HORIZONTAL (17-PERCENT SLOPE) OR LESS. INSULATION - GENERAL PANEL SYSTEMS ARRAY CAPACITY, INVERTER EFFICIENCY, PANEL TILT, ORIENTATION, ESTIMATED 4. BIPV SYSTEMS LISTED IN ACCORDANCE WITH SECTION 690.12(B)(2) OF NFPA 70, WHERE THE REMOVAL CLEARANCES: WHERE REQUIRED, INSULATION SHALL BE INSTALLED WITH CLEARANCES ACCORDING TO ANNUAL ELECTRICAL GENERATION; CODE EDITION UNDER WHICH THE STRUCUTRE WAS PERMITTED AND OR CUTTING AWAY OF PORTIONS OF THE BIPV SYSTEM DURING FIRE -FIGHTING OPERATIONS HAS BEEN MANUFACTURER'S SPECIFICATIONS. INSULATION SHALL BE INSTALLED SO THAT REQUIRED VENTILATION THE COMPLIANCE PATH USED. DETERMINED TO NOT EXPOSE A FIRE FIGHTER TO ELECTRICAL SHOCK HAZARDS. IS UNOBSTRUCTED. FOR BLOWN OR POURED LOOSE FILL, INSULATION CLEARANCES SHALL BE MAINTAINED THROUGH INSTALLATION OF A PERMANENT RETAINER. RESIDENTIAL APPLIANCES - SEE ENERGY CODE SHEET FOR APPLIANCE NOTES NOT FEWER THAN TWO ROOF PATHWAYS, ON SEPARATE ROOF PLANES FROM LOWEST ROOF EDGE TO RESIDENTIAL APPLIANCES MAY BE REQUIRED TO BE ENERGY -STAR RATED AND/OR MEET OTHER RIDGE AND NOT LESS THAN 36 INCHES WIDE, SHALL BE PROVIDED ON ALL BUILDINGS. NOT FEWER THAN ALL INSULATION MATERIALS, INCLUDING FACINGS SUCH AS VAPOR BARRIERS OR BUILDING PAPERS, CRITERIA AS DETERMINED BY ENERGY CODE COMPLIANCE OPTIONS UTILIZED. CONTRACTOR TO SUBMIT ONE PATHWAY SHALL BE PROVIDED ON THE STREET OR DRIVEWAY SIDE OF THE ROOF. FOR EACH ROOF INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES, ROOF/CEILING ASSEMBLIES, CRAWL SPACES, OR ATTICS COMPLETE LIST OF ALL PROPOSED APPLIANCES FOR ARCHITECT'S REVIEW TO VERIFY COMPLIANCE PLANE WITH A PHOTOVOLTAIC ARRAY, A PATHWAY NOT LESS THAN 36 INCHES WIDE SHALL BE PROVIDED SHALL HAVE A FLAME -SPREAD RATING NOT TO EXCEED 25, AND A SMOKE DEVELOPED INDEX NOT TO PRIOR TO INSTALLATION. FROM THE LOWEST ROOF EDGE TO RIDGE ON THE SAME ROOF PLANE AS THE PHOTOVOLTAIC ARRAY, ON EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84 OR UL 723. EXCEPTIONS: A) FOAM PLASTIC AN ADJACENT ROOF PLANE, OR STRADDLING THE SAME AND ADJACENT ROOF PLANES. INSULATION SHALL COMPLY WITH IRC R316.6; AND B) WHEN SUCH INSULATION IS INSTALLED IN CONCEALED SPACES, THE FLAME SPREAD AND SMOKE -DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACING, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR, FINISH. (IRC R302.10.1) rn C) 1= 0 0 U �% CIO 7 i _ -:;::::;o = CL) (1)� N a--J 0 CV IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII ■ - . -� = `� � o M N U o(0 (1) M L � C-_C:) co N ra > ca ca N (1) = M ti k tDJI rL3 V1834 3 REGISTERED ARCHITECT 1 Robert Scott La en STATE OF WASHINGT © 2020 GROUPARCHITECT, INC. ALL RIGHTS RESERVED PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 0 PROJECT ISSUES: PERMIT SUBMITTAL 06/10/2024 PERMIT CORRECTIONS 07/15/2024 SHEET DATE: 0711512024 REVISIONS DRAWN: JMA CHECKED: EHM PROJECT No. 1822 SHEET TITLE: GENERAL NOTE ESUB Jul 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUE: PERMIT CORRECTIONS GOml 0 ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 7/15/202411:37:18 AM ABBREVIATIONS ABV above ADH adhesive ADJ adjustable AGG aggregate AHJ authority having jurisdiction (bldg dept) A/C air conditioning ALT alternate ALUM aluminum ANC anchor, anchorage AB anchor bolt ANOD anodized APX approximate ARCH architect (ural) ASPH asphalt AUTO automatic AWN awning BSMT basement BM beam BVL beveled BILK block BLKG blocking BLW below BTW between BD board BOT bottom BLDG building BUR built up roofing B/O by others CAB cabinet CRPT carpet (ed) CLK caulk (ing) CAS casement CB catch basin CLG ceiling CT ceramic tile CIR circle CLR clear (ance) COL column CONIC concrete CMU concrete masonry unit CONT continuous or continue CJT control joint CORR corrugated CUFT cubic foot CUYD cubic yard DP dampproofing DTL detail DIA diameter DIM dimension DW dishwasher DIV division DR door DH double hung DS down spout DRWR drawer DT drain tile DWG drawing d nail size EW each way E east EL elevation EQ equal EQUP equipment EX existing EXCV excavate EXH exhaust EXIST existing EXT exterior FAV fresh air vent FOC face of concrete FOF face of framing FOIO from owner installed by owner FOM face of masonry FOW face of wall FBD fiberboard FGL fiberglass FIN finish (ed) FIFE finished floor elevation FA fire alarm FE fire extinguisher FPL fire place FLSH flashing FLR floor (ing) FLOR fluorescent FT foot, feet FTG footing FND foundation FIRM frame (d), (ing) FBO furnished by others FUR furred (ing) GA gage, gauge GAL gallon GALV galvanized GL glass, glazing GI galvanized iron GLBK glass block GLB glue laminated beam GT grout GRID grade grading GWB gypsum wall board HDW hardware HDR header HTG heating HVAC heating/ventilation-air conditioning HT height HC hollow core HOR horizontal HB hose bib IN inch INCL include (d), (ing) ID inside diameter IFW inside face wall INS insulate (d), (ion) INT interior INV invert JNT joint JST joist KD kiln dried KIT kitchen LB pound LAM laminate (d) LAV lavatory LH left hand L length LOA length over all LT light LF lineal feet ILL live load LVL Laminate Veneer Lumber LVR louver MFR manufacturer MO masonry opening MAX maximum MAS masonry MECH mechanic (al) MC medicine cabinet MED medium MDF medium density fiberbd. MDO medium density overlay MBR member MMB membrane MTL metal MWK millwork MIN minimum MIR mirror MISC miscellaneous MILD moulding MLB micro laminated beam NOM nominal N north NIC not in contact NTS not to scale NO,# number 0 non -operable window section OBS obscure OC on center OP opaque OPG opening OSB orientated strand board OD outside diameter PNT paint (ed) PBD particle board PRT partition PVMT pavement PERF perforate (d) PLAS plaster PLAM plastic laminate PLT plate PLYWD plywood PCC precast concrete PCF pounds per cubic foot PLF pounds per lineal foot POB point of beginning / layout PSF pounds per square foot PSI pounds per square inch PBF prefabricated PRF preformed PT pressure treated PL property line PH toilet paper hanger QTY quantity QT quarry tile RAID radius REF reference RFL reflect (ed), (ive), (or) REFR refrigerator REG register RE reinforced REQ'D required RA return air REV revision (s), revised R riser RD rod RFG roofing RM room RO rough opening SCH schedule SCN screen SECT section SGD sliding glass door SHGC solar heat gain coefficient SHTH sheathing SHT sheet SH shelf, shelving SIM similar SKL skylight S south SLB slab SLID slider (ing) SPEC specification SQ square STD standard STV stove STL steel STIR structural SA supply air SC solid core SW shear wall SS stainless steel SYS system TEL telephone TEMP tempered T&G tongue & groove T/O top of TOC top of concrete TOW top of wall TB towel bar T tread TS tubular steel TYP typical UL Underwriters Laboratory UNF unfinished LINO unless noted otherwise VB vapor barrier VAR varnish VRN veneer VERT vertical VG vertical grain VIN vinyl sheet WL wall WC water closet WH water heater WP water proofing WR water resistant WWF welded wire fabric WWM welded wire mesh W west WIN window W/O without W/ with WD wood X operable window section ANNOTATION LEGEND 1 SIM DETAIL SECTION A101 SIM 1 WALL SECTION A101 SIM 1 A101 BUILDING SECTION 1 ELEVATION A0.00 XXX.XX' ELEVATION MARK T.O.W. TOP OF WALL / CLARIFY COMMENT IF APPLICABLE X GRID LINE MATCHLINE MATCHLINE SEE SHEET X.XX Name Elevation LEVEL LINE AREA REVISION CALL OUT FIRE RESISTANT TREATED WOOD, IF APPLICABLE FRTW 1t FLOOR & WALL TAG 1 HR HOURLY RATING IF APPLICABLE ACCESSIBILITY SYMBOL LEGEND BARRIER FREE SYMBOL 67" INCHES DIAMETER TURN -AROUND T-SHAPED TURN -AROUND 67" INCHES DIAMETER TURN -AROUND 30" X 52" CLEAR FLOOR SPACE DIRECTION OF APPROACH OF TRAVEL, IF APPLICABLE ACCESSIBILITY CLEARANCE IN PLAN I ! SLAB EDGE PLAN LEGEND VALLEY CAST IN PLACE COLUMN STEP DOWN WITH SLOPE CAST IN PLACE WALL STEP DOWN SLOPE UP <�7� SLOPE DOWN SITE PLAN LEGEND 7 7 CAST IN PLACE COLUMN BLW. L_ _J CAST IN PLACE WALL BLW. O APPROX. TUB BLOCK OUT LOCATION [ APPROX. TOILET BLOCK OUT LOCATION —X—X— WOOD BOARD FENCE /�//��%��%��%��%///j PROPOSED WALL —OHP—OHP— OVERHEAD POWER LINE 71 CONCRETE —UPL—UPL— UNDERGROUND POWER LINE —GAS—GAS— GAS LINE ASPHALT —SD—SD— STORM DRAIN PERMEABLE PAVERS —W—W— WATER LINE —SS—SS— SANITARY SEWER LINE PLANTER —T—T— TELEPHONE LINE G (E) TREE TO REMAIN 10-1 PM POWER METER (E) TREE TO BE REMOVED GM GAS METER WM WATER METER o (N) TREE PER LANDSCAPE PLANS ® DATA BOX 1 i DOOR TAG C?:) KEY NOTE FLOOR PLAN LEGEND ® NEW WALL WINDOW TAG NEW DOOR 0 (E) WALL TO REMAIN OO FINISH PER SCHEDULE E ] DEMO (E) WALL / WINDOW DEMO (E) DOOR _�)50 CFM EXHAUST FAN SLOPE: 1"112" SLOPE ARROW _11�'TF(30CFM) TRANSFER FAN (E) DOOR TO REMAIN COO CARBON MONOXIDE DETECTOR FD FLOOR DRAIN ROOM TAG S.D.O SMOKE DETECTOR EFEIL FIRE EXTINGUISHER HDO HEAT DETECTOR CUT LINE FURRED CEILING (MAINTAIN MIN 7'-6" CLEAR TO FLOOR BELOW) RV ROOF VENT GRAPHIC SCALE I 8 ELECTRICAL PLAN LEGEND 1' DUPLEX RECEPTACLE +42 DUPLEX RECEPTACLE (W/ HEIGHT) �# LIGHTING TRACK QUADRAPLEX RECEPTACLE xxADDRESSABLE RECEPTACLE O JUNCTION BOX ® FLOOR RECEPTACLE (VIF) HARDWIRED S.D.O SMOKE DETECTOR O DUPLEX RECEPTACLE - CEILING MOUNT SPECIAL PURPOSE OUTLET COO CARBON MONOXIDE DETECTOR SPLIT WIRED DUPLEX RECEPTACLE ELECTRICAL STRIP MOLD ((OUTLETS ON HO HEAT DETECTOR 11' (T WEATHERPROOF RECEPTACLE 610mm (2'-0") CENTERS OR AS DESIGNATED ON DRAWINGS)), MTD _'�)50 CFM EXHAUST FAN 1067mm (3'-6") AFF OR AS INDICATED. MIN. FLOW RATE, IF NOTED 220 V RECEPTACLE Wx WALL LIGHT ELECT PANEL �GFCI GROUND FAULT INTERRUPT INTEGRAL SWITCH SLx SPOT LIGHT FIXTURE METER OS 0RECESSED LIGHT CIRCUIT NUMBERS Rx [#j 4�Px CEILING LIGHT / PENDANT O ELECTRIC WALL HEATER $ SINGLE POLE SWITCH $3 3-WAY SWITCH $4 4-WAY SWITCH $D SWITCH, DIMMER FAN/TIMER SWITCH $O OCCUPANCY SENSOR SWITCH KEYPAD SWITCH $J JAMB SWITCH $V VACANCY SWITCH $P SWITCH W/ PILOT LIGHT WALL TYPE LEGEND 3 HOUR RATED ASSEMBLY 2 HOUR RATED ASSEMBLY 1 HOUR RATED ASSEMBLY NON -RATED ASSEMBLY RCP LEGEND AND SYMBOLS 00 EXHAUST FAN CEILING FAN CFM MIN FLOW RATE, IF NOTED EMERGENCY EGRESS LIGHT tWHF WHOLE HOUSE EXHAUST FAN EXHAUST FAN JUNCTION � STEP LIGHT EXPOSED BATT INSULATION, — — — — EXHAUST DUCT R-30 MIN W/ VB FACING +Sx SURFACE MOUNTED FIXTURE RIGID INSULATION, R-30 MIN �UWx WALL SCONCE EXPOSED CONCRETE CEILING PENDANT FIXTURE GWB CEILING (INSULATION ABOVE Px WHERE REQ'D) FLUORESCENT STRIP LIGHT GWB SOFFIT 0Rx RECESSED FIXTURE ` DIRECTION # LIGHTING TRACK EXIT EMERGENCY EGRESS LIGHTING FIX (WHERE REQ'D) $ SWITCH SCHEMATIC MECH. DUCT ROUTING $3 3-WAY SWITCH S.D.O SMOKE DETECTOR EXTERIOR WALL COO CARBON MONOXIDE DETECTOR EXTENTS OF SOFFIT PER PLAN COMBO SMOKE/CARBON SDICOO MONOXIDE DETECTOR HO HEAT DETECTOR ENLARGED PLAN LEGEND: ry TV TF E777 TRANSFER FAN O DCT DATA/CABLE/TELE OUTLET E[] AIR CONDITIONER PORT O ELECTRICAL PANEL ®I WATER METER (SEE 10/A834 FOR RATED WALLS) SP CR CARD READER SMART PANEL wS o FIRE SPRINKLER HEAD WALL SAFE O FIRE SPRINKLER RISER ELECTRICAL OUTLET O PROGRAMMABLE THERMOSTAT O WALL HEATER (SEE 10/A834 FOR RATED WALLS) �C VOLUME / MEDIA CONTROL O PROGRAMMABLE THERMOSTAT $E EXISTING SWITCH (REMODELS) © PHOTO CELL $S SMART SWITCH CONTROL PANEL CCTV SECURITY CAMERA DOORBELL CEILING FAN F7 CHIME LK LOW -VOLTAGE TRANSFORMER O SPEAKER SPEAKER TERMINATION 0 DATA TV COAXIAL CABLE OUTLET rn o 1= 0 0 U �% 0-) �C13 L U(� o CL) co N o 0 N ■ � W o M N U� oL M L � co o N ra ca ca N L0 M p tDJI rL3 8483 REGISTERED ARCHITECT Robert Scott La en STATE OF WASHINGT © 2020 GROUPARCHITECT, INC. ALL RIGHTS RESERVED PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECTISSUES: PERMIT SUBMITTAL 06/10/2024 PERMIT CORRECTIONS 07/15/2024 SHEET DATE: 0611012024 REVISIONS DRAWN: JMA CHECKED: EHM PROJECT No. 1822 SHEET TITLE: SYMBOLS AN D ABBREONS Jul 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUE: PERMIT CORRECTIONS GOol 1 ORIGINAL SHEET SIZE IS 24"x36" I PLOT DATE: 71151202411:37:20 AM EX. CASED 4" X 4" CONCRETE MONUMENT I WITH PUNCHED 1-3/4" Z BRASS DISC w 0 to, N EX. CASED 4" X 4" CONCRETE M PUNCHED 1M3N 4" \ MCALEER WAY WITH BRASS DISC / / I I I 25' / I -20V I Ld / l o U w I N III J;; o_ MB(4) I I �• ' ' X. SSMH 4 I cp ; TOP=296.62 INV=290.13 N ±57' EAST, f125.5' EAST, ¢ �O r tO f2.0' NORTH f2.2' NORTH f156.5' EAST, Q MN w o r� \ I t2.8' NORTH I� I`N li / II °6'F`� i N�89'45'30" W FENCE 6 FT WOOD c6 187.65'P,y °° ti°� - c c . . 1� x �X� _2ao 2 E -,-_ J O1 ICV N o III Sr t0.3' NO TH N I I I/ t \ I II Q -- GF-OP , I I / R 11 \ N WETLAND tia I � -296 i EX. 10' CITY OF ICV I / (2 I EDMONDS SEWER m FIREPLACE I I CflNC. WALL \ I I\ I CONC. WALL I EASEMENT A.F. NO. { I a I I I I I 1560680 WOOD STEPS \ -- W w I EX. HOUSE al I I a 23911 74TH AVE. W.Ld FF=296.63 0 :o o BF=288.44 Q W I "� I 0 I� o .I� 6 z I o / i Z a� o CON WALL I / I Q ' � a I W _� WOOD/ STEPS I oICV / c.01I I 3 �/ / WOOD / CONC. PAD FENCE I C NCI �'' - L/ - �D I sD - I SD L- _SD - O _�-- I d O =2 9.18 I 12� j 2 (04> GP �� . �.... .. ROCKERY I � I I e 6 FT. WOOD \ _ N 89-45'30"\W �2g4 \�SNCE Eg 2s 286 0- 2g� 2 O WS I 1 I IMB(4 ® I - - - - I ®: ®• I 10 I j� cp II \ !v 3 IcV WM I I , I I I I I 298 II I II I ISI CO ANGLE POINT 6 FT. WOOD FENCE ±26.9 E, 0.1'S \ EX. CB TOP=294.60 I N V= 292.30 - 8"C ON C(W) I N V= 292.27- 8"CON C(E) FDATUM POINT TOP OF CATCH BASIN +294.60' I I I I FLOOD PLANE ELEVATION=282.50 J O I I I I (286.14 NAVD 88) ZONE P\ I I I I EDMONIC STORM SEWER I I I I 4 239032T A.F. NO. I I I ICV --L---------- S . S -�- SD p0 I I----/----- - I I X i t146.3' EAST, f1.3' NORTH X II 188.50' f138.4' EAST, f1.8' NORTH r� J Wso- N 89'45'30" W SSMH 189.07' EX. SSMH TOP=284.63 INV=f272.6 EX.SSCO a TOP=299.67 I INV=f295.2 I I I S' L 0 r K I I I /\K r 9r\ L LJING r rR Lr\1ND I II I r J j\,/JP /\NY'S PLr� rj I JJ91JJv JJJOJN NO, J I I (VDL, JPi _PG& 7-56 o I II � I � II II 3 I II II I I I 25' 01 I I I i / S6MH / WV - - - - FH / 4 FT. CHAIN LINK FENCE 0 END f193.3' EAST, t0.2' NORTH ORDINARY HIGH WATER LINE DOCK - 4 FT. CHAIN LINK FENCE - - - END 4 FT. CHAIN LINK FENCE t196.4' EAST, f2.4' NORTH I INTX. ±178.7' EAST, f2.2 NORTH NORTH I I I I I Z!� N W E S SCALE : 1 "=20' 0' 5' 10' 20' 30, 40' BASIS OF BEARINGS THE CENTERLINE OF LAKE BOULEVARD PER PLAT OF LAKE BALLINGER LAND COMPANY COMPANY'S PLAT, SUBDIVISION NO. 1 AS SHOWN HEREON. I r/%rA 1 n OO EXISTING MONUMENT AS DESCRIBED • SET 1/2" X 24" REBAR & CAP STAMPED "LSA 22969" 2" X 2" X 24" WOOD STAKE WITH TACK AND BRASS WASHER STAMPED "22969" AT WEST LINE OF SEWER EASEMENT O EXISTING 1/2" REBAR AND CAP STAMPED "LSA 22969" LEGAL DESCRIPTION LOT 5, BLOCK 7, LAKE BALLINGER LAND COMPANY'S PLAT, SUBDIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 57 AND 58, TOGETHER WITH SHORELANDS IN FRONT OF SAID LOT 5. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SUBJECT TO EASEMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. PROPERTY AREA 9,430 SQ. FT. (EXCLUDING SHORELANDS) BENCH MARK CITY OF MOUNTLAKE TERRACE BENCH MARK 76-15, BEING A MONUMENT LOCATED AT THE INTERSECTION OF 236TH STREET S.W. AND 76TH AVENUE W. ELEVATION - 346.28 DATUM - NGVD 1929 T.B.M. TOP OF MONUMENT IN CASING AT THE INTERSECTION OF MC ALEER WAY AND 74TH AVENUE W. ELEVATION - 293.86 DATUM - NGVD 1929 FLOOD ZONE DESIGNATION ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NUMBER 1315 OF 1575, MAP 53061 C1315-E, DATED NOVEMBER 8, 1999 THE PROPERTY IS DESIGNATED AS LYING WITHIN ZONE "X" AREA DETERMINED TO BE OUTSIDE THE 500 YEAR FLOODPLAIN AND ZONE "A", BASE FLOOD ELEVATION DETERMINED TO BE 282.50, BY CITY OF EDMONDS. THE WESTERLY LINE OF THE ZONE A AT ELEVATION 282.50 IS SHOWN HEREON. LEGEND SSMH � SEWER MANHOLE -aaa UTILITY POLE O CBMH CATCH BASIN MANHOLE _01pp GUY ANCHOR POLE ❑ CB CATCH BASIN ❑EB ELECTRICAL BOX 0 YD YARD DRAIN ❑TELR TELEPHONE PEDESTAL 0 SD°c STORM DRAIN CLEANOUT ❑CAN CABLE TV BOX 0 ssC0 SANITARY SEWER CLEANOUT PV POWER VAULT N wv WATER VALVE LD LUMINAIRE jQFH FIRE HYDRANT U AREA LIGHT 0Icv IRRIGATION CONTROL VALVE EGA GUY ANCHOR 6WS WATER SPIGOT H/C HANDICAP RAMP OBO WATER BLOW -OFF n SIGN AS NOTED ®"m WATER METER xx x FENCE AS NOTED psP SPRINKLER ® MB MAILBOX m GAS VALVE • BOLLARD GM O^ GAS METERS ROCKERY SD STORM SEWER LINE P * WETLAND FLAG SS SANITARY SEWER LINE TREE AS NOTED W WATER LINE E ELECTRICAL LINE ASPHALTIC CONCRETE PAVEMENT T TELEPHONE LINE CEMENT CONCRETE PAVEMENT G NATURAL GAS LINE OH OVERHEAD UTILITY LINES BOUNDARY AND TOPOGRAPHY SURVEY FOR SCOTT AND JULIE HUGILL N NW1 /4, SW1 /4 OF SECTION 32, T.27N., 19R.1S.IJ14N.M. CITY OF EDMONDS Jul 152024 CITY OF EDMONDS DEVELOPMENT SERVICES S N O H O M I S H COUNTY, WA S H I N G TO NDEPARTMENT 2021 WASHINGTON STATE ENERGY CODE COMPLIANCE IN ACCORDANCE WITH 2O21 WSEC WAC 51 -11R (RESIDENTIAL) CH. 3 GENERAL REQUIREMENTS SECTION R301 - CLIMATE ZONES SITE ADDRESS: 23911 74TH AVE W CLIMATE ZONE: 4C EDMONDS, WA 98026 PROJECT AREAS: CONDITIONING LEVEL TYPE AREA HEATED MAIN FLOOR EXISTING TO REMAIN 881.2 SF HEATED UPPER FLOOR EXISTING TO REMAIN 512.4 SF HEATED UPPER FLOOR REMODEL 350.5 SF HEATED 1744.0 SF UNHEATED LOWER FLOOR EXISTING TO REMAIN 1102.4 SF UNHEATED 1102.4 SF (NO NEW AREAS ADDED TO PROJECT) CH. 4 RESIDENTIAL ENERGY EFFICIENCY SECTION R402 - BUILDING THERMAL ENVELOPE METHOD OF BUILDING ENVELOPE COMPUTATION: 0 TOTAL UA - CALCULATION PRESCRIPTIVE (SEE TABLE BELOW) (SEE ON ATTACHED SHEETS) IF PRESCRIPTIVE, ALTERATIONS OF THE PROJECT SHALL MEET THE BUILDING THERMAL ENVELOPE REQUIREMENTS OF THE 2021 WSEC TABLE R402.1.3, AS FOLLOWS: THERMAL ENVELOPE REQUIRED PROVIDED FENESTRATION U-FACTOR 0.30 0.30 MAX SKYLIGHT U-FACTOR 0.50 0.50 MAX CEILING, TYPICAL R-60 R-60 R-38 CEILING, VAULTED R-38 R-15 CI + R-5 CI OR R-21 + R-5 TB OR R-5 CI + R-13 + R-5 TB R-10 CI WALLS, BELOW GRADE, INT. R-21 + R-5 CI WALLS, BELOW GRADE, EXT. NA WALLS, WOOD FRAMED 16" O.C. HEADERS FLOORS R-20+R-5 CI OR R-13+R-10 CI R-20+R-5 CI R-10 R-10 R-30 R-30 SLAB BELOW GRADE R-10, 4 FT R-10 CONTINUOUS SECTION 503.1.1 BUILDING ENVELOPE (ALTERATIONS) EXISTING CEILING, WALL, OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION SHALL BE FILLED WITH INSULATION AS FOLLOWS: 2X4 WALLS = R15 MIN 2X6 WALLS = R21 M I N FLOORS = R30 MIN CEILINGS, FLAT = R60 MIN (AS ABLE BASED ON ROOF PITCH) CEILINGS, VAULTED = FULL DEPTH OF FRAMING MEMBER SECTION 402.4 -AIR LEAKAGE BUILDING AIR LEAKAGE TESTING, DEMONSTRATING AN AIR LEAKAGE RATE NOT EXCEEDING 4.0 AIR CHANGES PER HOUR (OR AS MODIFIED BY SELECTED WSEC ENERGY CREDITS), IS REQUIRED PRIOR TO FINAL INSPECTION. THE TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE (WSEC 401.3). 0 TESTING REQUIRED (MAX. AIR LEAKAGE RATE 4.0 AIR CHANGES / HR PER R402.4.1.3.1) 0 TESTING REQUIRED (MAX. AIR LEAKAGE RATE 2.0 AIR CHANGES / HR PER WSEC CREDIT 2.1) NO TESTING - EXEMPTION APPLIED ADDITION < 500 CONDITIONED SF ADDITIONS TESTED WITH EXISTING HOME (CONSTRUCTED PRIOR TO 2009) HAVE COMBINED MAXIMUM AIR LEAKAGE RATE OF 7 AIR CHANGES / HR SECTION R403.1 - CONTROLS AT LEAST ONE THERMOSTAT PER DWELLING UNIT SHALL BE PROVIDED FOR EACH SEPARATE HEATING AND COOLING SYSTEM. SECTION R403.3.5 - DUCT TESTING A WRITTEN REPORT OF THE RESULTS SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. LEAKAGE TEST REQ'D AT ROUGH -IN & POST CONSTRUCTION PER WSEC R403.3.6 ITEM 1. 0 TESTING REQUIRED NO TESTING -EXCEPTION: DUCTS SERVING VENTILATION SYSTEM ARE NOT INTEGRATED WITH DUCTS SERVING HEATING OR COOLING SYSTEMS OR ADDITION LESS THAN 150 SF SECTION R403.3.7 - BUILDING CAVITIES BUILDING FRAMING CAVITIES SHALL NOT BE USED AS DUCTS ON PLENUMS. INSTALLATION OF DUCTS IN WALLS, FLOORS, OR CEILINGS SHALL NOT DISPLACE REQUIRED ENVELOPE INSULATION. MISC. INSULATION MEASUREMENTS: MECHANICAL SYSTEM PIPING INSULATION: R-6 MIN (PER R403.4) HOT WATER PIPE INSULATION: R-3 MIN (PER R403.5.3) ELECTRIC HOT WATER HEATER INSULATION: R-10 MIN (PER R403.5.6) SECTION R404.1 - LIGHTING EQUIPMENT ALL PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH -EFFICACY LIGHTING SOURCES. (EXCLUDES KITCHEN APPLIANCE LIGHTING FIXTURES) SECTION R404.2 - INTERIOR LIGHTING CONTROLS PERMANENTLY INSTALLED INTERIOR LIGHTING FIXTURES SHALL BE CONTROLLED WITH A DIMMER, AN OCCUPANT SENSOR, OR OTHER CONTROL BUILT INTO THE FIXTURE. (EXCLUDES BATHROOMS, HALLWAYS, SAFETY OR SECURITY LIGHTS) SECTION R406 - ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS 0 SMALL DWELLING UNIT (5.0 CREDITS REQUIRED) LESS THAN 1500 CONDITIONED SF AND LESS THAN 300 SF OF FENESTRATION AREA ADDITION GREATER THAN 500 SF HEATED BUT LESS THAN 1500 SF 0 MEDIUM DWELLING UNIT (8.0 CREDITS REQUIRED) ALL DWELLING UNITS NOT INCLUDED ELSEWHERE ON THIS LIST 0 LARGE DWELLING UNIT (9.0 CREDITS REQUIRED) DWELLING UNIT GREATER THAN 5000 CONDITIONED SF 0 DWELLING UNITS SERVING R-2 OCCUPANCIES (6.5 CREDITS REQUIRED) 0 ADDITIONS LESS THAN 150 SF TO 500 SF (2.0 CREDITS REQUIRED) NOT APPLICABLE - REMODEL OR ADDITION LESS THAN 150 SF R406.2 COMPLIANCE - ENERGY EQUALIZATION CREDITS SYSTEM DESCRIPTION CREDIT R( 2 OCC.) PROPOSED PLAN SHEET TYPE 1 COMBUSTION HEATING EQUIPMENT 0 (0) MIN. EFFICIENCY PER C403.3.2(5) OR C403.3.2(6) 2 HEAT PUMP SYSTEM PER C403.3.2(2) WITH 1.5(0) SUPPLEMENTAL ELECTRIC RESISTANCE OR COMBUSTION FURNACE PER C403.3.2(5)b 3 ELECTRIC RESISTANCE HEATING SYSTEM 0.5 (-0.5) (FORCED AIR OR ZONAL) 4 HEAT PUMP SYSTEM PER C403.3.2(2) OR C403.3.2(9) 3.0 (2.0) OR AIR TO WATER HEAT PUMP RATED AHRI 550/590 5 ELECTRIC RESISTANCE HEATING WITH: 2.0(0) 1. DUCTLESS MINI -SPLIT IN THE LARGEST ZONE IN DWELLING OR 2.2kW OR LESS TOTAL HEATING CAPACITY PER DWELLING R406.3 COMPLIANCE - ENERGY CREDITS OPTION DESCRIPTION CREDIT PROPOSED PLAN R( 2 OCC.) SHEET 1.1 EFFIC. BLDG ENV: PRESCRIPTIVE Uo = 0.22 0.5 (0.5) 1.2 EFFIC. BLDG ENV: PRESCR. Uo = 0.25, R-38 FLR, R-10 @ S.O.G. & 1.0 (1.0) BELOW GRADE SLABS PERIMETER & UNDER ENTIRE SLAB OR REDUCE UA 15% 1.3 EFFIC. BLDG ENV: PRESCR. Uo = 0.18, R-60 ADV CLG VAULTS, 1.5 (0.5) R-21 INT + R-12 CI WALL, R-38 FLR, R-10 @ S.O.G. & BELOW GRADE SLABS PERIMETER & UNDER ENTIRE SLAB OR REDUCE UA 22.5% 1.4 EFFIC. BLDG ENV: PRESCR. Uo = 0.18, R-60 ADV CLG VAULTS, 2.5 (2.0) R-21 INT + R-16 CI WALL, R-48 FLR, R-20 @ S.O.G. & BELOW GRADE SLABS PERIMETER & UNDER ENTIRE SLAB OR REDUCE UA 30% 2.1 AIR LEAKAGE TESTED - 2.0 ACH (R-2 OCC 0.25 CFM/SQFT MAX) 1.0 (1.0) AND HRV @ 0.65 2.2 AIR LEAKAGE TESTED -1.5 ACH (R-2 OCC 0.20 CFM/SQFT MAX) 1.5 (1.5) AND HRV @ 0.75 2.3 AIR LEAKAGE TESTED - 0.6 ACH (R-2 OCC 0.15 CFM/SQFT MAX) 2.0 (2.0) AND HRV @ 0.80 3.1 HIGH EFF. HVAC: SYSTEM TYPE 1, GAS FURNACE - 95% AFUE MIN 1.0 (1.0) 3.2 HIGH EFF. HVAC: SYSTEM TYPE 2, GAS FURNACE - 95% AFUE MIN 0.5 (0.5) 3.3 HIGH EFF. HVAC: AIR -SOURCE CENTRAL HEAT PUMP 0.5 (N/A) HSPF2 OF 8.1 (HSPF OF 9.50) (USE WITH ONLY SYSTEM TYPES 4 OR 5) 3.4 HIGH EFF. HVAC: CLOSED -LOOP GROUND SOURCE HEAT PUMP 1.5 (1.0) COP 3.3 MIN OR OPEN LOOP WATER SOURCE HP COP 3.6 MIN (USE WITH ONLY SYSTEM TYPES 4 OR 5) HIGH EFF. HVAC: DUCTLESS MINI -SPLIT HEAT PUMP 3.5 1.5 (2.0) HSPF2 OF 9.0 (HSPF OF 10.0) (USE WITH ONLY SYSTEM TYPES 4 OR 5) 3.6 HIGH EFF. HVAC: AIR -SOURCE CENTRAL HEAT PUMP 1.0 (N/A) HSPF2 OF 9.4 (HSPF OF 11.0) 3.7 HIGH EFF. HVAC: DUCTLESS MINI -SPLIT HEAT PUMP (WITH NO 2.0 (3.0) ELEC HEAT) HSPF2 OF 9.0 (HSPF OF 10.0) (USE WITH ONLY SYSTEM TYPES 4 OR 5) 3.8 HIGH EFF. HVAC: AIR -TO -WATER HEAT PUMP COP 3.2 MIN 1.0 (N/A) (USE WITH ONLY SYSTEM TYPES 4 OR 5) 3.9 HIGH EFF. HVAC: GAS -FIRED HEAT PUMP UEF OF 1.15 MIN 1.5 (1.5) 3.10 HIGH EFF. HVAC: COMBINED WATER & SPACE HEATING 2.5 (2.5) GAS -FIRED HEAT PUMP NEEA TIER 2 (R-2 OCC NEEA TIER 2 OR UEF 1.15 MIN, ALL UNITS) (USE ONLY W/ OPT. 5.1 OR 5.2) 3.11 HIGH EFF. HVAC: ENERGY STAR CONNECTED THERMOSTAT 0.5 (0.5) (USE WITH OPTIONS 3.1 AND 3.3 ONLY) HIGH EFFIC. HVAC DISTRIBUTION SYSTEM PER CODE 4.1 0.5 (N/A) 5.1 EFF. WATER HEATING: DRAIN WATER RECOVERY UNIT 0.5 (0.5) 5.2 EFF. WATER HEATING: COMPACT HW DISTRIBUTION 0.5 (0.5) 5.3 EFF, WATER HEATING: ENERGY STAR GAS OR PROPANE WATER 0.5 (0.5) HEATER MIN 0.80 UEF 5.4 EFF. WATER HEATING: ENERGY STAR GAS OR PROPANE MIN 0.91 1.0 (1.0) UEF / SOLAR / GROUND SOURCE WATER HEATER 5.5 EFF. WATER HEATING: GAS -FIRED HEAT PUMP WATER HEATER 1.5 (1.5) NEEA TIER 2 (R-2 OCC NEEA TIER 2 OR UEF 1.15 MIN, ALL UNITS) 5.6 EFF. WATER HEATING: ELECTRIC HEAT PUMP WATER HEATER 2.0 (2.5) NEEA TIER 3 (R-2 OCC NEEA TIER 3, ALL UNITS) 5.7 EFF. WATER HEATING: ELECTRIC HEAT PUMP WATER HEATER 2.5 (3.0) MIN 2.9 UEF (R-2 OCC NEEA TIER 3, ALL UNITS) 5.8 EFF. WATER HEATING: (COMBINED HW / SPACE HEATING) 2.5 (2.5) GAS -FIRED HEAT PUMP WATER HEATER NEEA TIER 2 (R-2 OCC NEEA TIER 2 OR UEF 1.15 MIN, ALL UNITS) 6.1 RENEWABLE ELECTRIC ENERGY: 0.5 CREDITS PER 600 kWh 0.5 - 4.5 GENERATED (4.5 CREDITS MAX) (0.5 - 4.5) 7.1 APPLIANCE PACKAGE: ENERGY STAR REQ'D 0.5 (1.5) PROPOSED CREDIT(S): I N/A HVAC & MECHANICAL NOTES I SCHEDULE HEATING AND COOLING SYSTEM SIZING MUST COMPLY WITH ACCA MANUAL S BASED ON LOADS CALCULATED IN ACCORDANCE WITH ACCA MANUAL J PER WSEC R403.7. HEAT SYSTEM: DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM W/ ZONAL CONTROL MANUFACTURER: TBD MODEL: TBD AFUE / HSPF: HSPF 10 MIN. SIZE: TBD ALTERNATIVE HEATING SOURCE: ELECTRIC HEATERS PROVIDED PER PLANS. NOT TO EXCEED 0.5 WATTS PER SF. ALLOWED = 872 WATTS = 1744 SF x 0.5 WATTS PROVIDED = (2) 400 WATT HEATER PER PLANS ALL HEATING AND COOLING SYSTEM COMPONENTS TO BE INSTALLED INSIDE THE CONDITIONED SPACE NOTE: AIR BARRIER DETAILS SHOWN ARE TYPICAL THROUGHOUT PROJECT AND ARE REQUIRED PER WASHINGTON STATE ENERGY CODE TABLE R402.4.1.1 EXTERIOR CORNER - OPTION 1 \IR BARRIER, TYP. CUT BATTS TO FIT IN NARROW CAVITIES TO PREVENT VOIDS / COMPRESSION OF INSULATION NEATLY CUT INSULATION AROUND EXTERIOR WALL ' OBSTRUCTION TO ELIMINATE PER PLANS INSULATION COMPRESSION, TYP. SEAL ON WIRING PENETRATIONS )NTINUOUS VAPOR BATT INSULATION TO FULLY ELECTRICAL BOX / BLOCKING / :TARDER, TYP. FILL STUD CAVITY, TYP. V7 SIMILAR OBSTRUCTION SEALANT AT PERIMETER GWB COVER PLATE PENETRATION, TYP. TYPICAL EXTERIOR WALL AIR BARRIER & INSULATION AT EXT WALLS (PLAN) SCALE: 1 1/2" = 1'-0" SPRINKLER HEAD IC - RATED J-BOX / CEILING FIXTURE / I PER PLANS SEAL PERIMETER A VAPOR RETARDER, FLOOR/CEILING PEF, PLANS CAULKING OR OTHER ADHESIVE SEALANTS NOT PERMITTED BETWEEN COVER PLATE AND CEILING / WALL RECESSED FIXTURE / ELECTRICAL BOX 2 INSULATED CEILING DETAILS FILL GAP W/ INTERIOR SEALAN JOINT AND BACKE ROD (ENSURE TH WRB IS SEALED Ti WINDOW FRAME) 1/4" INTERIOR SEALANT BETWEEN GWB & WINDOW EXTERIOR CORNER - OPTION 2 1 A0.04 MIN R-10 INSULATION @ HEADER, TYP. WINDOW / DOOR PER PLAN INSULATION AT DOORIWINDOW HEADER, TYP. 04 SCALE: 1 1/2" = V-0" A0.04 SCALE: 1 1/2" =1'-0" PLUMBING NOTES 1 SCHEDULE 1. WATER PIPE INSULATION. PROVIDE R3 HOT WATER PIPE INSULATION IN CONDITIONED SPACES AND R3 PIPE INSULATION FOR ALL WATER LINES IN UNCONDITIONED SPACES. 2. MAX PLUMBING FIXTURE FLOW RATES: A. SHOWERHEAD 1.8 GPM B. KITCHEN FAUCETS 1.8 GPM C. LAVATORY FAUCETS 1.2 GPM D. WATER CLOSETS 1.28 GPF VENTILATION CALCULATIONS WHOLE HOUSE VENTILATION CALCS - 2021 IRC M1505.4 WHOLE HOUSE EXHAUST VENTILATION SYSTEM INSTALLED PER IRC M1505.4.1: 0 ONE OR MORE SUPPLY FANS PER M1505.4.1.2 0 ONE OR MORE EXHAUST FANS PER M1505.4.1.3 0 BALANCED WHOLE -HOUSE VENTILATION (ERV/HRV) PER M1505.4.1.4 0 FURNACE INTEGRATED SUPPLY EXCEPTION PER M1505.4.1.5 NOT APPLICABLE - ADDITION LESS THAN 500 SF OF CONDITIONED AREA PER IRC R303.4 WHOLE HOUSE VENTILATION SYSTEMS CONTROLS SHALL COMPLY WITH THE FOLLOWING (IRC M15054.2): 1.) SYSTEM CONTROLLED WITH MANUAL SWITCHES/TIMERS THAT PROVIDE AUTOMATIC OPERATION OF THE SYSTEM READILY ACCESSIBLE BY THE OCCUPANT 2. SYSTEM CONTROLS SHALL PROVIDE A MANUAL OVERRIDE OFF BY THE OCCUPANT IN THE EVENT OF POOR OUTDOOR AIR QUALITY. INCLUDE TEXT OR SYMBOLS THAT STATE SOMETHING SIMILAR TO "LEAVE ON UNLESS OUTDOOR AIR QUALITY IS VERY POOR" 3. SYSTEMS SHALL BE CONFIGURED TO OPERATE CONTINUOUSLY EXCEPT WHERE INTERMITTENT OFF CONTROLS AND SIZING ARE PROVIDED PER SECTION M1505.4.3.2 CONTINUOUS VENTILATION AIRFLOW RATE PROVIDED PER TABLE M1505.4.3(1) & M1505.4.3(2): 0 1,500 - 2,000 SF, 3 BR = 50 CFM x 1.5 (NOT BALANCED, NOT DISTRUBUTED) = 75 CFM MIN. 0 2,001 - 2,500 SF, 3 BR = 55 CFM x 1.5 (NOT BALANCED, NOT DISTRUBUTED) = 82.5 CFM MIN. 0 2,001 - 2,500 SF, 4 BR = 65 CFM x 1.5 (NOT BALANCED, NOT DISTRUBUTED) = 97.5 CFM MIN. 0 2,501 - 3,000 SF, 4 BR = 70 CFM x 1.5 (NOT BALANCED, NOT DISTRUBUTED) = 105 CFM MIN. INTERMITTENT OPERATION SHALL OPERATE FOR AT LEAST TWO HOURS IN EACH 4-HOUR SEGMENT. IF INTERMITTENT OPERATION SELECTED, FAN SIZE MUST INCREASE CALCULATED AIRFLOW RATES FROM TABLES M1505.4.3(1) & M1505.4.3(2) PER TABLE M1505.4.3.2 AS FOLLOWS: 0 50% OPERATION = CALCULATED AIRFLOW X FACTOR OF 2 0 66% OPERATION = CALCULATED AIRFLOW X FACTOR OF 1.5 0 75% OPERATION = CALCULATED AIRFLOW X FACTOR OF 1.3 0 100% OPERATION = CALCULATED AIRFLOW X FACTOR OF 1 0 IF INTERMITTENT OPERATION PROVIDED, AIRFLOW = XXX CFM WHOLE HOUSE FANS TO HAVE A SPECIFIED EFFICACY PER WSEC. VENTILATION FANS SHALL BE 1.0 OR LESS SONE RATING. (IRC M1505.4.1.1) SEALANT, MUD AND TAPE ALL JOINTS AT WALL AND CEILING INTERSECTIONS TO PROVIDE CONTINUOUS SUBSTRATE FOR AIR BARRIER & VAPOR RETARDER PAINT, TYP. CLASS III VAPOR RETARDER PAINT EXTENT AIR BARRIER,, T TYP. SEALANT, TYP NO VAPOR RETARDER BEHIND TUB/SHOWER PREMANUFACTURED TUB/SHOWER INSERT AIR BARRIER & VAPOR RETARDER AT CEILING FOR VENTED CEILINGS AIR BARRIER AT UNVENTED ROOFS FOR VENTED ROOFS, WRAP AIR BARRIER OVERTOP PLATE. SEAL AT EACH END. FOR UNVENTED ROOFS CONTINUE WRB/AB TO BTM OF ROOF SHEATHING EXTERIOR WALL AT ROOF / EAVE EXTERIOR WALL PER PLANS AIR BARRIER / WRB BLOCK AND LEDGERS AS REQ'D EXTERIOR WALL AT TUB / SHOWER TO BE INSULATED W/ THERMAL AIR BARRIER TO RUN CONTINUOUSLY BEHIND EXTERIOR WALL AT TUB / SHOWER VAPOR RETARDER AT WARM SIDE OF INSULATION. SEAL AT PERIMETER TO EACH JOIST. AIR BARRIER / WRB INSULATE RIM JOIST, PER TYP. WALL R-VALUE MIN. HVAC REGISTER BOOTS I CLASS III VAPOR RETARDER WHICH PENETRATE BLDG PAINT THERMAL ENVELOPE TO BE v EXTERIOR WALL AT TYP. FLOOR SEALED TO SUBFLOOR ON GWB, TYP. - I FOAM GASKET AT EXTERIOR - - - - WALL PLATE, TYP. SAM FOR AIR BARRIER SILL GASKET FOUNDATION WALL PER PLANS a� ° EXTERIOR WALL AT FOUNDATION 4 AIR BARRIER & INSUL. AT EXT WALLS (SECTION) SCALE: 1 1/2" = 1'-0" rn o � 0 0 U �J 00 }, O aj ca N - § 3:■ o 0 N N � o c-4 N U� o C c L =� = o CD N ro co ca cn c� ti O r� 8483 REGISTERED ARCHITECT RobenScottaSTATE © 2020 GROUPARCHITECT, INC. ALL RIGHTS RESERVED PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SUBMITTAL 06/10/2024 PERMIT CORRECTIONS 07/15/2024 SHEET DATE: 06/1012024 REVISIONS DRAWN: EHM CHECKED: RSL PROJECT No. 1822 SHEET TITLE: ENERGY CODE COMPEa Jul 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUE: PERMIT CORRECTIONS ORIGINAL SHEET SIZE IS 24"06" PLOT DATE: 7/15/202411:37:21 AM AOmO3 IMPERVIOUS CALCULATIONS IMPERVIOUS SURFACE: (E) EXISTING SFR (INCL PORCH&DECK) = 1,477 SF (EXISTING) (E) ASPHALT DRIVEWAY = 1,262 SF (E) WALKWAY = 65 SF TOTAL (E) = 2,804 SF IMPERVIOUS SURFACE: ZERO (NEW) NO CHANGES PROPOSED TO EXISTING IMPERVIOUS COVERAGE 1f% I I NO CHANGES TO IMPERVIOUS SURFACES EXISTING SFR 1477 SF NO CHANGES TO IMPERVIOUS WALKWAY 65 SF 7 \ I A I \ I J 1 I � � V I IMPERVIOUS SURFACE DIAGRAM SCALE: 1 /16" =1'-0" NO CHANGES TO IMPERVIOUS OF EXISTING ASPHALT DRIVEWAY 1262SF AVERAGE GRADE CALC POINT A = 293'-8" POINT B = 289'-0" POINT C = 288'-7" POINT D = 294'-6" TOTAL = 1165'-9" AVERAGE GRADE = 291'-5" MAX HT. ALLOWED = 25' 291'-5" + HEIGHT LIMIT (26) = 316'-5" ACTUAL HEIGHT (EXISTING STRUCTURE) = 318'-1" (NON -CONFORMING) NO PROPOSED CHANGES TO STRUCTURE HEIGHT A:293'-8" \ I I \\ EXISTING SFR I \ \ I B:289'-0" 1I/ ; ( i \ �AREA OF SMALLEST D:294'-6" I 1�/' ENCLOSING RECTANGLE L- - I / C:288'-7" NN NO I N m `9 q> � N t0 'D p, � 0 AVERAGE GRADE DIAGRAM SCALE: 1 /16" =1'-0" BUILDING AREA SUMMARY HEATED LEVEL TYPE AREA MAIN FLOOR EXISTING TO REMAIN 881.2 SF UPPER FLOOR EXISTING TO REMAIN 512.4 SF EXISTING TO REMAIN 1393.5 SF UPPER FLOOR REMODEL 350.5 SF REMODEL 350.5 SF GRAND TOTAL 1744.0 SF UNHEATED LEVEL TYPE AREA LOWER FLOOR EXISTING TO REMAIN 1102.4 SF PATIO EXISTING TO REMAIN 190.2 SF DECK EXISTING TO REMAIN 368.1 SF GRAND TOTAL KEY NOTES HV-3 HEAT PUMP, PAD MOUNTED 1660.8 SF GENERAL SITE PLAN NOTES 1. LINO ALL EXISTING STRUCTURES INCLUDING TREES SHALL RETAINED. 2. UTILITIES SHOWN ON THIS SITE PLAN ARE BASED UPON ABOVE GROUND OBSERVATIONS AND AS -BUILT PLANS WHERE AVAILABLE. ACTUAL LOCATIONS OF UNDERGROUND UTILITIES MAY VARY AND UTILITIES NOT SHOWN ON THIS PLAN MAY EXIST ON THIS SITE. LEGAL DESCRIPTION LOT 5, BLOCK 7, LAKE BALLINGER LAND COMPANY'S PLAT, SUBDIVISION NO. 1, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 9 OF PLATS, PAGE 57 AND 58, TOGETHER WITH SHORELANDS IN FRONT OF SAID LOT 5. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. SUBJECT TO EASTMENTS, RESTRICTIONS AND RESERVATIONS OF RECORD. PROJECT CALCULATIONS ZONING: RSW - 12 OVERLAY: N/A LOT AREA: 21,344 SF PARKING: 2 SPACE REQ. 2 SPACE PROVIDED SETBACK - FRONT: 15 FT STANDARD SETBACK SETBACK - SIDE: 10 FT SETBACK - REAR: 35 FT STANDARD SETBACK WETLAND BUFFER: 60 FT WETLAND BUFFER BSBL: 15 FT :I:11e1asilull21 STRUCTURAL LOT COVERAGE CALCULATIONS ALLOWED STRUCTURAL 35% x 21,344 SF = 7,470 SF LOT COVERAGE: EXISTING STRUCTURAL EXISTING HOUSE & PORCH = LOT COVERAGE: PROPOSED STRUCTURAL NEW ADDITIONS = LOT COVERAGE: TOTAL LOT COVERAGE: EXISTING & PROPOSED = IMPERVIOUS SURFACES SEE DIAGRAM AND CALCULATIONS THIS SHEET 1,477 SF 0 SF 1,477 SF (6.9%) SYMBOL LEGEND x x x— WOOD BOARD FENCE —OHP OHP OHP— OVERHEAD POWER LINE —UPL UPL UPL— UNDERGROUND POWER LINE —GAS—GAS—GAS— GAS LINE —SD—SD—SD— STORM DRAIN —W W W— WATER LINE —SS—SS—SS— SANITARY SEWER LINE —T T T— TELEPHONE LINE PM POWER METER GM GAS METER WM WATER METER DATA BOX PROPOSED ADDITION CONCRETE HATCH EXISTING HOUSE ASPHALT HATCH TREE TO REMAIN (ALL TO REMAIN THIS PROJECT) TREE TO BE REMOVED (NONE TO BE REMOVED THIS PROJECT) AST, P\ 1 1 I +2 o No T CDH INV 29p� � 1 I -- -0� `r rnNO o 0 0 0 - N o �9 \ \I\I 6 FT. WOOD O�G PROPERTY LINE �\\\ 99- � o 45 30 N ° Q"' 2 ti°j o 0 o O rn"' rn`ti rno moo, b N 8 9 F EN C E ro-I/ b / / / I � 00 (E) ASPHALT DRIVEWAY IN ROW TO O C� / / \ REMAIN. PLEASE NOTE: A SEPARATE LINE OF EXISTING DRIVEWAY TO REMAIN / 11 ROW PERMIT IS REQUIRED FOR ANY: 29T 11 1/8" / 01 IC \�+ 103 1' E� S N WORK IN THE CITY ROW Cn\ 1 \ \NETLAN�D LO I �.� / / \ ° (E) WATER METER � .. / � `J - _ _ / ` \\ PNEX. 10' CITY OF ORDI WATER / SERVICE LINE / ��- — — — — - / (E) CONC WALL. \ \ \ EDMONDS SEWER C ONCI . WALL T HIGH - - T / \ A.F. N0. / J / / I TO \ \ EASEMENT LINE _,/ % / / WM / I \ - (E) WOOD STEPS \ C 6NC .\ WALL \ 1560680 \ w i� — — TO REMAIN \ I I i \ } Q . / \ \ / (E) STAIRS ti ✓ / /20'� '/ TO REMAIN \ WO�D STEP \ 0- \ \ FLOOD PLANE P O_ i y R v EXISTING SFR Y \ I ELEVATION 282.50 V V (E) ASPHALT PARKING J / ` / \ w TO REMAIN w AREA TO REMAIN a (NO PROPOSED (2 STALLS MIN / ��OPG� \ LINE OF WETLAND (286.14 N A\�D 88) p / S \ BUFFER SETBACK J 0 z CHANGES TO w z_ PROVIDED)LLJ / J w Q FOOTRPINT w Q I I \ pd — �\ LINE OF WETLAND W / W I > w w N / ,BUFFER Q, I 0 O _ 0 o M / ) \ 5 \\ 1\ � � EX. 10' CITY OF z z ? �, � ~ LINE OF FLOOD PLANE EDMONDS STORM Ln 1 (O ; O c c / // , / I I PER SURVEY SEWER EASEMENT A.F. IC v I L I (E) FRONT � I w / C (�Wt . WALL / 1 I Ln WALK AND w I N0. 2390342 0 I I \� \ U REMAINSTAIRS 5' -1 \ \ 24" CONCRETE SEWER 0. \ z_ 16'-10' I 25'-1" 10'-4" a I / (E) SEWER SERVICE LINE \ \ . � \— . \ TO REMAIN. PLEASE NOTE: I 7 w IF THE SEWER SERVICE 2 - o J WOOD STEPS LINE NEEDS TO BE / 1 _ MODIFIED, A SIDE SEWER I U \ \ 15' 0" HV-3 I _ _ _ _ —�— PERMIT IS REQUIRED. O�G I z0 : 1 \ FRONT SETBACK \� _ — — — — 4- — — — — 1 I o / U __ _-- U \ \ 8"STORM SEWER_— �— I / / OD PAD 30°' 1 �gNDSFT cK ±146.3 EAST, 4 FT. 00 I —LINE LOCATION / �/ T. W 1 r-n I ±1.3 NORTH 0 I' I I ` (CONCRETE) AS / /I INCFE ,,, 1 \ rn 285' 11 1/8" i I 1 LOCATED BY CITY I� _ \ — N - _ _ _ _ _ w I 1 6 8'.V N \ \ _ _ �� - - — -.�� i `zD 0 0 0 �o I 1 1 o _ R?o"'�EEo' o \ z�� \ 188.`JD PROPERTYLLINE INK FENCE DATUM POINT \ \ O6 2 n m \ / TOP OF CATCH BASIN 295' - 11 1/8-' \ I i O\N\� " +294.so' / \ GP \ N 8�' 45 o= ±138.4 EAST, \ / 2 6 I T. WO0D \ \ (E) STAIR TO REMAIN_ _ _ 8' TH NOR, �ENC\ E \ `� \ \ \ \ LINE WETLAND � BOUNDARY :0 \ CONTOURS AT V-0" INTERVALS \ ANGLt- \POINT 4 \ \ \ \ \ \ \ \ LOCATION OF \ 6 FT. W(�OD F`_N� E\ M \ \ \ \ \ ADJACENT BUILDING ±26.9 E, 0 S\6 SITE PLAN SCALE: 1" = 10'-0" rn C) 1= 0 0 U �% 0-) � co U -:;::::; O ai co U N 00 o 0 CV ■ :3 `n � o M CV U oC M L � C_- Cfl C:) CV ra ca Ca M ti O rL3 8483 REGISTERED ARCHITECT Robert Scott La en STATE OF WASHINGT © 2020 GROUPARCHITECT, INC. ALL RIGHTS RESERVED PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROPERTY OWNERS: JULIE AND SCOTT HUGILL ARY WATER PROJECTISSUES: PERMIT SUBMITTAL 06/10/2024 PERMIT CORRECTIONS 07/15/2024 SHEET DATE: 0611012024 REVISIONS HAIN LINK FENCE DRAWN: JMA CHECKED: EHM PROJECT No. 1822 SHEET TITLE: SITE PLAN RES U B Jul 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUE: PERMIT CORRECTIONS Al Ol ■ ORIGINAL SHEET SIZE IS 24"06" I PLOT DATE: 71151202411:37:23 AM FLOOR PLAN LEGEND CFM4 (E)4 CO NEW WALL (E) WALL TO REMAIN DEMO (E) WALL / WINDOW EXHAUSTFAN GENERAL NOTES 1. FLOOR AREAS. SQUARE FOOTAGE -METHOD FOR CALCULATING: ANSI Z765-2003. FINISHED SQUARE FOOTAGE CALCULATIONS FOR THIS HOUSE WERE MADE BASED ON PLAN DIMENSIONS ONLY AND MAY VARY FROM THE FINISHED SQUARE FOOTAGE OF THE HOUSE AS BUILT. FOR DETACHED SINGLE-FAMILY HOUSES, THE FINISHED SQUARE FOOTAGE OF EACH LEVEL IS THE SUM OF FINISHED AREAS ON THAT LEVEL MEASURED AT FLOOR LEVEL TO THE EXTERIOR FINISHED SURFACE OF THE OUTSIDE WALLS. (E) EXHAUST FAN 2. ROOM SIZES (LISTED AS #'-#" x #'-#") WHERE INDICATED WITH ROOM NAMES ARE APPROXIMATE CLEAR FINISHED ROOF CARBON MONOXIDE DETECTOR DIMENSIONS FOR GENERAL REFERENCE ONLY AND ARE NOT MEANT TO BE USED FOR FRAMING LAYOUTS. S.D.O SMOKE DETECTOR DEMO (E) WINDOWS REPLACE PER PLANS o � 0 � U �J 00 cy) co L �CZ �o 0 cii cz U o 0 N N ' � o cNCN U O � cy? L � o o N R3 co �1 ca U) LO cy) 0 bil rL3 © 2020 GROUPARCHITECT, INC. ALL RIGHTS RESERVED PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SUBMITTAL 06/10/2024 PERMIT CORRECTIONS 07/15/2024 SHEET DATE: 06/1012024 REVISIONS DRAWN: JMA CHECKED: EHM PROJECT No. 1822 SHEET TITLE: DEMO PLANS RESUB Jul 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUE: PERMIT CORRECTIONS ORIGINAL SHEET SIZE IS 24" x36" 1 PLOT DATE: 7/15/202411:37:23 AM UPPER FLOOR PLAN - DEMO SCALE: 1/4" = V-0" A2m01 KEY NOTES FLOOR PLAN LEGEND GENERAL NOTES EP-1 ELECTRICAL PANEL, EXISTING TO REMAIN HV-4 FORCED AIR FURNACE, EXISTING TO REMAIN NEW WALL 1. FLOOR AREAS. SQUARE FOOTAGE -METHOD FOR CALCULATING: ANSI Z765-2003. FINISHED SQUARE FOOTAGE CALCULATIONS FOR THIS HOUSE HW-1 WATER HEATER, EXISTING TO REMAIN WERE MADE BASED ON PLAN DIMENSIONS ONLY AND MAY VARY FROM THE ® (E) WALL TO REMAIN FINISHED SQUARE FOOTAGE OF THE HOUSE AS BUILT. FOR DETACHED SINGLE-FAMILY HOUSES, THE FINISHED SQUARE FOOTAGE OF EACH LEVEL I DEMO (E) WALL / WINDOW IS THE SUM OF FINISHED AREAS ON THAT LEVEL MEASURED AT FLOOR LEVEL TO THE EXTERIOR FINISHED SURFACE OF THE OUTSIDE WALLS. CFM4 EXHAUST FAN 2. ROOM SIZES (LISTED AS #'-#" x #'-#") WHERE INDICATED WITH ROOM NAMES (E) (E) EXHAUST FAN ARE APPROXIMATE CLEAR FINISHED ROOF DIMENSIONS FOR GENERAL REFERENCE ONLY AND ARE NOT MEANT TO BE USED FOR FRAMING COO CARBON MONOXIDE DETECTOR LAYOUTS. S.D.O SMOKE DETECTOR LOWER FLOOR AREA SUMMARY I TYPE COMMENTS AREA EXISTING TO REMAIN UNHEATED 1102.4 SF GRAND TOTAL 1102.4 SF MAIN FLOOR AREA SUMMARY TYPE COMMENTS HEATED AREA 881.2 SF EXISTING TO REMAIN EXISTING TO REMAIN UNHEATED 558.3 SF GRAND TOTAL "12 A3A2 3 4 5 1 2 A3A2 3 4 T 31' - 5 5/8" 31' - 5 518" L 3' - 2 1 /2" L 13' -10 5/8" L T- 9 3/8" L 6' - 7 1/4" L 3' - 2 112" 13' -10 5/8" 7' - 9 3/8" 6' - 7 1/4" HATf'HFF) ARFA INF11('ATFC I HATCHET EXISTINC NO PROF STRUCTI 1 A3.01 I I I I I 2 A3.02 (E) DECK ABOVE CV LO v 1439.5 SF � A ) OD L rn E O O 0 U M c— co L �CZ 0- �: �o ca 0') - � o 0 N N : o U) cy) CN O LO = c0 o N co CZ cn LO c� ti rL3 8483 REGISTERED ARCHITECT Robert SCott La en STATE OF WASHINGT © 2020 GROUPARCHITECT, INC. ALL RIGHTS RESERVED PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SUBMITTAL 06/10/2024 PERMIT CORRECTIONS 07/15/2024 SHEET DATE: 07/1512024 REVISIONS 1 07/15/2024 PERMIT CORRECTIONS #1 DRAWN: CHECKED: PROJECT No. SHEET TITLE: FLOOR PLANS RES U B Jul 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT JMA EHM 1822 ISSUE: PERMIT CORRECTIONS MAIN FLOOR PLAN SCALE: 1/4" =1'-0" ORIGINAL SHEET SIZE IS 24"06" 1 PLOT DATE: 7/15/202411:37:25 AM LOWER FLOOR PLAN SCALE: 1/4" =1'-0" A2mO2 Ti 2 jt 3 4 5 3' - 2 1 /2" 13- 10 5/8" L 7' - 9 3/8" 6' - 7 1/4" I IAIr nr =M1 InTi Inr nM nIA1 I I 1 I I A3.01 ROOF PLAN SCALE: 1/4" =1'-0" 'K MAIN B (.01 HATCHED AREA INDICATES EXISTING STRUCTURE WITH NO PROPOSED CHANGES TO STRUCTURE EXISTING PORCH ROOF TO REMAIN rn 0 �J o 0 U CIDU co KEY NOTES FLOOR PLAN LEGEND GENERAL NOTES Q �= aj FS-10 PROVIDE INTERCONNECTION FROM THIS SMOKE ALARM TO ALL OTHER SMOKE ALARMS WITHIN THE UNIT, UNLESS NOTED NEW WALL 1. FLOOR AREAS. SQUARE FOOTAGE -METHOD FOR CALCULATING: a) § 4--, OTHERWISE ANSI Z765-2003. FINISHED SQUARE FOOTAGE CALCULATIONS FOR cn HV-1 ELECTRIC WALL HEATER (E) WALL TO REMAIN THIS HOUSE WERE MADE BASED ON PLAN DIMENSIONS ONLY AND p ■ MAY VARY FROM THE FINISHED SQUARE FOOTAGE OF THE HOUSE CD HV-2 DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM W/ZONAL CONTROL, AS BUILT. FOR DETACHED SINGLE-FAMILY HOUSES, THE FINISHED CN — WALL MOUNTED DEMO (E) WALL / WINDOW SQUARE FOOTAGE OF EACH LEVEL IS THE SUM OF FINISHED AREAS ON THAT LEVEL MEASURED AT FLOOR LEVEL TO THE U) o �J CFM� EXHAUST FAN EXTERIOR FINISHED SURFACE OF THE OUTSIDE WALLS. N (E) (E) EXHAUST FAN 2. ROOM SIZES (LISTED AS #'-#" x #'-#") WHERE INDICATED WITH o L L ROOM NAMES ARE APPROXIMATE CLEAR FINISHED ROOF = CO COO CARBON MONOXIDE DETECTOR DIMENSIONS FOR GENERAL REFERENCE ONLY AND ARE NOT CO MEANT TO BE USED FOR FRAMING LAYOUTS. N ro S.D.O SMOKE DETECTOR co UPPER FLOOR AREA SUMMARY CZ cn TYPE COMMENTS AREA EXISTING TO REMAIN HEATED 512.4 SF Ln O REMODEL HEATED 350.5 SIF c� ti GRAND TOTAL 862.9 SF NE OF (E) VAULT (E) ATTIC ACCESS , 22"X30" TO REMAIN 1 ) ( 2 3' - 2 1 /2" I I iA3.02 t ( 3 31' - 5 5/8" 13' - 10 5/8" T - 9 3/8" T-3" A PLACE (N) WALL A4.01 AT 4'6" CLR AFF ' CLOSET EQ EQ DRESSERlp 2-04 (E) BEDROOM 3 HV-2 1 S.D. FS-1O) — -7 FC) r DOUBLE I 2-03 ALIGN HV-1 (N) SOLATUBE \ (E) LurT H V-2 I F -1 \ L — -1 _DEMO (E) L _ _ J CHIMNEY _ ------ F_ - 2-02 (E ATH SHOWER (E) WIC ------ L —1 30X52 - FS-10": (N) SOLATUBE t50 2-01 _CFM (E) F--- 1 L - - �HV-2 HV-1 (E) (E) BEDROOM 1 Z D W z J \ S.D. CFS-1) 4 5 6' - 7 1/4" I I I I I I � I lit I � I I I I II I I I I --------- F1 --- Al ------ F1- - - - - - - - EQ 2'-9" 2'-9" EQ 1 A3.01 I I I UPPER FLOOR PLAN SCALE: 1/4" =11-0" BEAM PER STRUCTURAL POSED AS REQUIRED \ POSTS PER STRUCTURA LOCATIONS\ \ \ \ 3RESS \ \ 4FETY GLAZING ILL @ 44" AFF MAX 7 SF CLR AREA MIP �\(N) BEAM PER STRUCTURAL ' \(ABOVE CEILING DROP/NOT\ y(N) POSTS PER STRUCTURAL, \(4) LOCATIONS I LINE OF (E) VAULT\ \ APPROX 5' HT AT FACE OF STORAGE & W/D \ EGRESS SAFETY GLAZING SILL @ 44" AFF MAX 5.7 SF CLR AREA MIN EXISTING DECK ROOF BELOW TO REMAIN 2 A3.02 N 00 CV LO CV co v ('M 0) M 0 0 A J E 8483 REGISTERED ARCHITECT RobertnWASHLI STATE © 2020 GROUPARCHITECT, INC. ALL RIGHTS RESERVED PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SUBMITTAL PERMIT CORRECTIONS 06/10/2024 07/15/2024 SHEET DATE: 06/1012024 REVISIONS 1 07/15/2024 PERMIT CORRECTIONS #1 DRAWN: JMA CHECKED: EHM PROJECT No. 1822 SHEET TITLE: FLOOR PLANS RES U B Jul 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUE: PERMIT CORRECTIONS A2mO3 ORIGINAL SHEET SIZE IS 24"06" 1 PLOT DATE: 7/15/202411:37:25 AM rn 0 o 0 �J C..) co L A B C D E Q o cii a- J (E) 318' - 1" o CN a)_ HEIGHT LIMIT 0C V � o � N }' U 316'-5" o � c"? L TOP OF PLATE o > N R3 313'-6 3/4"co a� (E) (E) M � \ 00 LO c O ti _UPPER FLOOR 305'-3 3/4" LINE OF EXI PROPOSED WEST ELEVATION 2 SCALE: 1/4" =1'-0" A3.01 1 2 3 4 5 !F1 29 S2' 9 MAIN FLOOR 296'-7" AVG GRADE 291'-5'-5" LOWER FLOOR 288'-11 3/4" HEIGHT LIMIT 316'-5" TOP OF PLATE 313'-6 3/4" UPPER FLOOR 305'-3 3/4" MAIN FLOOR 296'-7" AVG GRADE � 291'�5" LOWER FLOOR 288'-11 3/4" rL3 8483 REGISTERED ARCHITECT Robert SCott La en STATE OF WASHINGT © 2020 GROUPARCHITECT, INC. ALL RIGHTS RESERVED PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SUBMITTAL PERMIT CORRECTIONS 06/10/2024 07/15/2024 SHEET DATE: 06/1012024 REVISIONS DRAWN: JMA CHECKED: EHM PROJECT No. 1822 SHEET TITLE: ELEVATIONS RES U B Jul 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUE: PERMIT CORRECTIONS SOUTH ELEVATION SCALE: 1 /4" =1'-0" ORIGINAL SHEET SIZE IS 24" 06" 1 PLOT DATE: 7/15/202411:37:26 AM A3m01 rn 0 �J o 0 U O U(U L Q E D C B A 0 cii a- J �. �.�. o — O N N co � O U _HEIGHT LIMIT � 316'-55" L L o c� C TOP OF PLATE N 313'-6 3/4" co a� ca a� M LO ti O UPPER FLOOR bil 305'-3 3/4" I III III Ili III LINE OF EXISTING AND PROPOSED GRADE EAST ELEVATION SCALE: 1/4" =1'-0" 5 4 3 2 1 M zo 2 A3.02 MAIN FLOOR 0- 296'-7" ` # AVG GRADE 291'-5" V LOWER FLOOR 288'-11 3/4" BHT LIMIT AIL 316'-5'-5" DF PLATE � 313'-66 3/4" 1 =R FLOOR 305'-3 3/4" IN FLOOR 296'-7" V G GRADE � 291''-5" =R FLOOR � 88'-11 3/4" �I 8483 REGISTERED ARCHITECT Robert IS La en STATE OF WASHINGT © 2020 GROUPARCHITECT, INC. ALL RIGHTS RESERVED PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SUBMITTAL PERMIT CORRECTIONS 06/10/2024 07/15/2024 SHEET DATE: 06/1012024 REVISIONS DRAWN: JMA CHECKED: EHM PROJECT No. 1822 SHEET TITLE: ELEVATIONS RES U B Jul 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUE: PERMIT CORRECTIONS NORTH ELEVATION SCALE: 1 /4" = 1'-0" ORIGINAL SHEET SIZE IS 24" 06" 1 PLOT DATE: 7/15/202411:37:27 AM A3mO2 = I I — O UNFINISHED BASEMENT T4r � � — NT�] Ew-RF�m- H E/W SECTION SCALE: 1/4" = V-0" B A4.01 Q ROOF ASSEMBLY (E) SHINGLES TO REMAIN (E) MEMBRANE TO REMAIN (E) SHEATHING TO REMAIN (E) 2X4 RAFTERS TO REMAIN (N) R60 BATT INSULATION (AS ABLE BASED ON ROOF PITCH) (MAINTAIN 1" AIR GAP TO SHEATHING) (E) 2X6 TIES TO REMAIN (N) 5/8" WALLBOARD FINISHED CEILING 12 PER PLANS Q ROOF ASSEMBLY. VAULTED r! 14&1t02Lei Cl4 !i F-111►1>• (E) SINGLES (E) MEMBRANE (E) SHEATHING (E) 2X4 RAFTERS (E) CEILING FINISH FLOOR ASSEMBLY (EXISTING TO REMAIN) (E) FINISH FLOOR (E) SHEATHING (E) JOISTS (E) CEILING FINISH FLOOR ASSEMBLY (EXISTING TO REMAIN) (E) FINISH FLOOR (E) SHEATHING — - (E) JOISTS (E) BATT INSULATION SLAB ASSEMBLY (EXISTING TO REMAIN) (E) SLAB ON GRADE (E) ROOFING (E) ROOF UNDERLAYMENT CONT.VENTED AIRSPACE REQ'D (E) 2X4 RAFTER (N) R60 BATT INSULATION (AS ABLE DUE TO ROOF PITCH) (E) 2X6 TIE (N) 5/8" WALLBOARD CEILING (N) BEAM PER STRUCTURAL (N) R38C FIBERGLASS BATT INSULATION AT 2X12 SISTER (N) BEAM PER STRUCTURAL Q (E) B DROOM 3 I II II (E) LIVING (E) MTL GUTTER & DS (E) FASCI) (N) CONTI LOCATE F COR-A-VE STRIP VEI ROOF ASSEMBLY (E) SHINGLES TO REMAIN (E) MEMBRANE TO REMAIN (E) SHEATHING TO REMAIN C (E) 2X4 RAFTERS TO REMAIN D (N) R60 BATT INSULATION (AS ABLE BASED ON ROOF PITCH) (MAINTAIN 1" AIR GAP TO SHEATHING) (E) 2X6 TIES TO REMAIN (N) 5/8" WALLBOARD FINISHED CEILING (N) BEAM PER STRUCTURAL— — — 3 A4.01 c� M z E0 ED (E) LOFT w (E) HALL (E) UNFINISHED BASEMENT N/S SECTION SCALE: 1 /4" = V-0" (E) (E) ROOFING (E) ROOF UNDERLAYMENT CONT.VENTED AIRSPACE REQ'D (E) 2X4 RAFTER (N) R38C FIBERGLASS BATT INSULATION AT 2X12 SISTER J O a (E) KITCHEN REMOVE (E) SOFFIT BOARD AND ADD (N) 3/4" SOFFIT BOARD PAINTED TO MATCH HOUSE COLOR (E) WALL PER ASSEMBLY F- oZco iB 0 M U d M¢ Q - HEIGHT LIMIT -AL 316'-5" ROOF ASSEMBLY (E) SHINGLES TO REMAIN (E) MEMBRANE TO REMAIN (E) SHEATHING TO REMAIN (E) 2X4 RAFTERS TO REMAIN (N) 2X12 SISTERS PER STRUCTURAL (N) R38 BATT INSULATION (MAINTAIN 1" AIR GAP) (N) 5/8" WALLBOARD FINISHED CEILING 2 A4.01 UPPER FLOOR 305'-3 3/4 WALL ASSEMBLY (E) SIDING TO REMAIN OR REPAIR (E) WRB TO REMAIN OR REPAIR (E) SHEATHING TO REMAIN (E) 2X4 WALLS TO REMAIN (N) R15 BATT INSULATION (WHEN CAVITY EXPOSED) (N) 1/2" WALLBOARD (IF (E) FINISH REMOVED) _ MAIN FLOOR 296'-7" AVG GRADE 291''-5" �I LOWER FLOOR l 288'-11 3/4" �III� A A4.01 (E) SIDING TO REMAIN OR REPAIR PER ELEVATION (E) WRB/ MOISTURE BARRIER TO REMAIN OR REPAIR (E) SHEATHING TO REMAIN (E) 2X4 WALL FRAMING TO REMAIN (N) R15 BATT INSULATION (WHEN CAVITY EXPOSED) (N) 1/2" GWB W/ LATEX PAINT & PVA PRIMER (IF (E) FINISH REMOVED) NOTE: FOR SEALED POLYETHYLENE APPROACH, 6 MIL POLY W/ TAPED SEAMS INSTALLED BENEATH GWB MAY PROVIDE ALTERNATE A.B. AND V.B. rn o 1= 0 0 U �% CIO 7 i co 0- 0 U� 00 o 0 N ■ :3 `n o M U oC M L � - (D CD o N ra ca co N L0 ti OM rL3 8483 REG 1 STERED ARCHITECT Robert Scott La en STATE OF WASHINGT © 2020 GROUPARCHITECT, INC. ALL RIGHTS RESERVED PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SUBMITTAL 06/10/2024 PERMIT CORRECTIONS 07/15/2024 SHEET DATE: 0611012024 REVISIONS DRAWN: JMA CHECKED: EHM PROJECT No. 1822 SHEET TITLE: SECTIONS & DETAIMSUB Jul 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUE: PERMIT CORRECTIONS ORIGINAL SHEET SIZE IS 24"x36" PLOT DATE: 71151202411:37:28 AM ROOF VENTING AT (N)EAMS SCALE: 1 1/2" = 1'-0" 3 TYPICAL LOW EAVE - VENTED A4.01 SCALE: 1 1/2" = V-0" 2 TYPICAL EXTERIOR WALL A4.01 SCALE: 1 1/2" = V-0" 1 A4.01 A4.01 PAINTED GWB (1/2" / 5/8" PER PLANS OR SPECIFICATIONS WOOD FRAMING PER PLANS 1/2X3 WD TRIM/ OR PER SPEC DOOR AS SCHEDULED JAMB - INTERIOR DOOR SCALE: 3" = 1'-0" DOOR AS SCHEDULED 1X WOOD SLATS DOORFRAME FINISH FLOOR 10 A6.01 1x WOOD TRIM HEAD - FG WINDOW LAP SIDING SCALE: 3" =1'-0" JAMB - FG WINDOW LAP SIDING SCALE: 3" = 1'-0" 1x WOOD TRIM GWB W/ PVA PRIMER DOOR SCHEDULE MARK LOCATION UNIT WIDTH UNIT HEIGHT U-VALUE OPERATION COMMENTS LOWER FLOOR (E) (E) UNFINISHED BASEMENT 2'-11" 5'-10" SWING (E) TO REMAIN (E) (E) UNFINISHED BASEMENT 2'-6" 5'-10" SWING (E) TO REMAIN (E) (E) UNFINISHED BASEMENT T-0" 6-0" OVERHEAD (E) TO REMAIN (E) (E) UNFINISHED BASEMENT 2'-6" 5'-10" SWING (E) TO REMAIN MAIN FLOOR (E) (E) ENTRY 3'-0" 6'-8" (E) SWING EXTERIOR, (E) TO REMAIN (E) (E) DECK 2'-8" 6-6" (E) SWING EXTERIOR, (E) TO REMAIN (E) (E) HALL 2'-0" 6'-8" SWING (E) TO REMAIN (E) (E) BATH 2'-6" 6'-8" SWING (E) TO REMAIN (E) (E) DINING 2'-6" 6'-8" SWING (E) TO REMAIN UPPER FLOOR (E) (E) BEDROOM 2 2'-8" 6'-8" POCKET (E) TO REMAIN (E) (E) BEDROOM 2 2'-6" 5'-0" BI-FOLD (E) TO REMAIN (E) (E) BEDROOM 2 2'-6" 5'-0" BI-FOLD (E) TO REMAIN (E) (E) WIC 2'-0" 6'-3" SWING (E) TO REMAIN (E) (E) BEDROOM 1 2'-0" 5'-10" SWING (E) TO REMAIN 2-03 (E) BEDROOM 3 2'-8" 6'-6" SWING 2-02 (E) BATH 2'-6" 6'-8" SWING 2-01 (E) BEDROOM 1 2'-8" 6-6" SWING RELOCATE (E) DOOR 2-04 (E) BEDROOM 3 5'-0" 5'-0" BI-FOLD SIDING PER ELEVATIONS SHEATHING PER STRUCTRUAL DRAWINGS RAINSCREEN BATTEN BYND WINDOW SCHEDULE NOTE: SIZES INDICATED ARE UNIT (FRAME) SIZES WRB / FLASHING SEQUENCE SHINGLE SIDING PER ELEVATIONS 1x EXT. TRIM HEAD'Z' FLASHING NAIL - FLANGE WINDOW PER PLANS JAMB BEYOND SIDING PER ELEVATIONS RAINSCREEN BATTEN 1x EXT. TRIM WRB / FLASHING SEQUENCE J-MOULD TRIM CAULK JOINT, TYP. NAIL - FLANGE WINDOW PER PLANS 1x WOOD TRIM EXTERIOR WALL PER PLANS 9 A6.01 JAMB BEYOND NAIL - FLANGE WINDOW PER PLANS 1x EXT. TRIM WINDOW PAN FLASHING WRB / FLASHING SEQUENCE SHEATHING PER STRUCTURAL DRAWINGS SIDING PER ELEVATIONS MARK LEVEL LOCATION OPERATION MATERIAL WIDTH HEIGHT HEAD HEIGHT U-VALUE SHGC COMMENTS (E) LOWER FLOOR (E) UNFINISHED BASEMENT FIXED 2'-0" 2'-0" 6-0" (E) TO REMAIN (E) LOWER FLOOR (E) UNFINISHED BASEMENT FIXED 2'-0" 2'-0" 6-0" (E) TO REMAIN (E) LOWER FLOOR (E) UNFINISHED BASEMENT FIXED 2'-0" 2'-0" 6-0" (E) TO REMAIN (E) LOWER FLOOR (E) UNFINISHED BASEMENT FIXED 2'-0" 2'-0" 6'-0" (E) TO REMAIN (E) MAIN FLOOR (E) DINING FIXED 6-10" 5'-11" 6'-7" (E) TO REMAIN (E) MAIN FLOOR (E) LIVING FIXED T-4 3/32" 5'-11" 6-7" (E) TO REMAIN (E) MAIN FLOOR (E) LIVING FIXED 6-10" 5'-11" 6'-7" (E) TO REMAIN (E) MAIN FLOOR (E) HALL FIXED 3'-9" 4'-3" 6-6" (E) TO REMAIN (E) MAIN FLOOR (E) KITCHEN CASEMENT 2'-8 1/2" 3-5" 6-2 3/16" (E) TO REMAIN (E) MAIN FLOOR (E) KITCHEN CASEMENT 2'-8 1/2" 3'-8 3/16" 7'-1 29/32"' (E) TO REMAIN (E) UPPER FLOOR (E) BEDROOM 2 DOUBLE HUNG 2'-719/32" 5'-1" 7'-51/2" (E) TO REMAIN (E) UPPER FLOOR (E) BEDROOM 2 DOUBLE HUNG 2'-719/32" 5'-1" 7'-51/2" (E) TO REMAIN Al UPPER FLOOR (E) BEDROOM 1 AWNING CLADMOOD 2'-3" 2'-3" 6'-8" 0.30 0.29 REMOVE AND REMODEL (E) C1 UPPER FLOOR (E) LOFT CASEMENT CLAD/WOOD 2'-3" 4'-11" T-2" 0.30 0.29 REMOVE AND REMODEL (E) C1 UPPER FLOOR (E) LOFT CASEMENT CLAD/WOOD 2'-3" 4'-11" T-2" 0.30 0.29 REMOVE AND REMODEL (E) C2 UPPER FLOOR (E) BEDROOM 3 CASEMENT CLAD/WOOD 2'-8" 4'-11" T-2" 0.30 0.29 EGRESS, SAFETY GLAZING REQUIRED / REMOVE AND REMODEL (E) C2 UPPER FLOOR (E) BEDROOM 1 CASEMENT CLAD/WOOD 2'-8" 4'-11" 6'-8" 0.30 0.29 EGRESS, SAFETY GLAZING REQUIRED / REMOVE AND REMODEL (E) F1 UPPER FLOOR (E) BEDROOM 1 FIXED CLAD/WOOD 2'-3" 2'-3" 6'-8" 0.30 0.29 REMOVE AND REMODEL (E) F1 UPPER FLOOR (E) BEDROOM 1 FIXED CLAD/WOOD 2'-3" 2'-3" 6'-8" 0.30 0.29 REMOVE AND REMODEL (E) DOOR SCHEDULE NOTES ABBREVIATIONS REMARKS: AL ALUMINUM 1. CLOSERS BF BI-FOLD 2. THRESHOLD BP BY-PASS 3. FULL WEATHER STRIP CL CLEAR 4. DOOR SWEEP FM FIELD MEASURE 5. DEADBOLT OR MANUAL SECURITY LATCH, MIN 1" THROW HCW HOLLOW CORE WOOD 6. VIEW PORT HM HOLLOW METAL 7. SMOKE GASKET INS INSULATED 8. BARRIER FREE HARDWARE LVR LOUVER 9.LOUVERED MTL METAL 10. ELECTRIC AUTO DOOR OPENER CHID OVER HEAD DOOR 11. PANIC HARDWARE P PAINTED 12. AUTOMATIC FLUSH BOLTS PC POWDER COATED 13. PUSH PLATE/PULLS SC SOLID CORE 14. MANUAL FLUSH BOLTS SG SAFETY GLASS 15. BY PASS HARDWARE SGD SLIDING GLASS DOOR 16. FLUSH DEAD BOLT AND CONCEALED HINGES T TEMPERED 17. DOUBLE SWINGING WD WOOD 18. PRIVACY LOCK 19. SELF LOCKING 20. ELECTRIC STRIKE, CONNECT TO INTERCOM SYSTEM 21. SINGLE ACTION HARDWARE GENERAL NOTES: A. HARDWARE GROUPS BY OTHERS. B. GLAZING TO MEET REQUIREMENTS OF IRC. C. DOORS TO MEET REQUIREMENTS OF WA ST ENERGY CODE, TABLE 6-1, U-0.20. D. REFER TO PLAN TO DETERMINE SWING DIRECTION AND HINGED SIDE. E. FRAME TO CONFORM TO SAME RATED ASSEMBLY AS ASSOCIATED DOOR. F. FOR REMODELS, ONLY NEW OR REPLACED DOORS ARE SCHEDULED. WINDOW SCHEDULE NOTES ABBREVIATIONS AL ALUMINUM BF BI-FOLD BP BY-PASS CL CLEAR FM FIELD MEASURE HCW HOLLOW CORE WOOD HM HOLLOW METAL INS INSULATED LVR LOUVER MTL METAL OHD OVER HEAD DOOR P PAINTED PC POWDER COATED SC SOLID CORE SG SAFETY GLASS SGD SLIDING GLASS DOOR T TEMPERED WD WOOD GENERAL NOTES: A. MAX SILL HEIGHT 44" FOR REQUIRED EGRESS WINDOWS. B. HARDWARE GROUPS BY OTHERS. C. WINDOWS WITHIN 10 FT OF GRADE MUST BE PROVIDED WITH LATCHING DEVICES. D. GLAZING TO CONFORM TO SECTION 24 OF THE IRC. E. LITE DIVIDED BY INTERNAL MUNTINS WITHIN INSULATED GLAZING. F. GLAZING WITHIN 18" OF FINISHED FLOOR TO BE TEMPERED SAFETY GLASS. G. FOR REMODELS, ONLY NEW OR REPLACED WINDOWS ARE SCHEDULED. H. SEE 2012 IRC FOR SAFETY GLASS REQ. I. ALL NEW GLAZING SHALL BE WOOD -CLAD WINDOWS J. ALL NEW GLAZING SHALL BE DOUBLE INSULATED LOW-E GLASS WITH ARGON GAS FILL. K. ALL NEW WINDOWS SHALL BE NRFC CERTIFIED AND MEET WA STATE ENERGY CODE MAXIMUM U-VALUES. L. SAFETY GLAZING TO BE PROVIDED AT HAZARDOUS LOCATIONS PER IRC SECTION R308. REMARKS: 1. SEE SCHEDULE FOR EGRESS REQUIREMENTS WINDOW ELEVATIONS PER SCHEDULE w LU m ILL! J U 0 w w CL w CL DIRECT SET �1 r-n PER SCHEDULE w J w 2 U w G_ Of w a CASEMENT FINISHED FLOOR FINISHED FLOOR rn o 0 0 U �J CID� CZ O aj c o 0 N N : o c4 U O CO cy? L � CO o N > co ca cn � ti Oc� r,j 8483 REGISTERED ARCHITECT Robert SCott La en STATE OF WASHINGT © 2020 GROUPARCHITECT, INC. ALL RIGHTS RESERVED PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SUBMITTAL 06/10/2024 PERMIT CORRECTIONS 07/15/2024 SHEET DATE: 06/1012024 REVISIONS DRAWN: JMA CHECKED: EHM PROJECT No. 1822 SHEET TITLE: WINDOW/DOOR SCHELNPI& Jul 15 2024 D E TA l CIENDT SERVICES DEPARTMENT ISSUE: PERMIT CORRECTIONS SILL - INTERIOR DOOR SCALE: 3" =1'-0" ORIGINAL SHEET SIZE IS 24"06" 1 PLOT DATE: 7/15/202411:37:30 AM 5 A6.01 SILL - FG WINDOW LAP SIDING SCALE: 3" =1'-0" 4 A6.01 A6.01 CRITERIA I. ALL MATERIALS, AORKMAN5HIP, DE516N, AND CONSTRUCTION SHALL CONFORM TO THE DRAWIN65, SPECIFICATIONS, THE 2021 EDITION OF THE INTERNATIONAL BU I LD I N6 CODE (1 BC) 2. DE516N LOADING CRITERIA ROOF SNOW LOAD 25 P5F FLOOR LIVE LOAD 40 P5F WIND : ANALY515 PROCEDURE: A5CE 1-16 CHAPTER 21 "PART I - BU I LD I N65 OF ALL HE I &HT5" R15K GATE6ORY II l8 MPH EXP05URE "B" TOPOGRAPHIC FACTOR Kzt = 1.0 \NALY515 PROCEDURE: IBG "EQUIVALENT LATERAL FORGE PROCEDURE" SEISMIC DE516N GATE60RY (5DG) = D R15K GATE6ORY = II SEISMIC 51TE CLASS = D IMPORTANCE FACTOR le = 1.0 MAPPED MGE 5s = 1.28; 51 = 0.45 DE516N ACCELERATION 5ds = 1.02; 5dl = 0.50 :15MIG RESISTING SYSTEM: WOOD PANEL BEARING SHEAR WALL, R = 6.5 SEISMIC RESPONSE COEFFICIENT: Gs = 0.16 3. STRUCTURAL DRAWIN65 SHALL BE USED IN CONJUNCTION AITH ARCHITECTURAL DRAWIN65 FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR GOMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO GOMMENGIN6 ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWIN65 ARE INTENDED A5 6UIDELINE5 ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRAGIN6 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 THEIR WORK. THE STRUCTURAL ENG I NEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RE5ULTIN6 FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE STRUCTURAL EN61 NEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 1. GONTRAGTOR-INITIATED GHAN6E5 SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION. GHAN6ES SHOWN ON SHOP DRAWIN65 ONLY WILL NOT 5AT15FY TH15 REQUIREMENT. 8. DRAWIN65 INDICATE 6ENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS 5HOAN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. WHERE INFORMATION ON THE DRAWIN65 15 IN CONFLICT WITH THE SPECIFICATIONS, THE MORE 5TRIN6ENT SHALL APPLY, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. DO NOT SCALE THE DRAWIN65. 6EOTEC 1NICAL 1. FOUNDATION NOTES: ALLOWABLE SOIL PRE55URE AND LATERAL EARTH PRE55URE ARE A55UMED AND THEREFORE MUST BE VERIFIED IN THE FIELD. IF SOILS ARE FOUND TO BE OTHER THAN A55UMED, NOTIFY THE STRUCTURAL ENGINEER FOR POSSIBLE FOUNDATION REDESIGN. FOOTINGS SHALL BEAR ON FIRM, UNDISTURBED EARTH (CONTROLLED, COMPACTED STRUCTURAL FILL OR BOTH) AT LEAST IS" BELOW LOWE5T ADJACENT FIN15HED GRADE. FOOTING DEPTHS/ELEVATIONS SHOWN ON PLANS (OR IN DETAILS) ARE MINIMUM AND FOR 6UIDANGE ONLY; THE ACTUAL ELEVATIONS OF FOOTIN65 MUST BE ESTABLISHED BY THE CONTRACTOR IN THE FIELD. UNLE55 OTHERN15E NOTED, FOOTINGS SHALL BE CENTERED UNDER COLUMNS OR WALLS ABOVE. BAGKFILL BEHIND ALL RETAINING WALL5 WITH FREE DRAINING, GRANULAR FILL AND PROVIDE FOR SUBSURFACE DRA I NA6E. THE STRUCTURAL DES16N 15 BASED ON THE FOLLOWING A55UMED VALUES: ALLOWABLE 501 L PRE55URE RENOVATION 1,500 P5F 0. DEMOLITION: VERIFY ALL EXI5TIN6 CONDITIONS BEFORE GOMMENGIN6 ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND A5 NOTED ON THE PLANS. SAW GUTTING, IF AND WHERE USED, SHALL NOT GUT EXISTING REINFORGIN6 THAT 15 TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INGLUDIN6 DEMOLITION DEBR15) ON EXISTING FLOOR SYSTEMS TO 40 P5F. A. ALL NEW OPENINGS THROUGH EXISTING WALL5, 5LAB5 AND BEAMS SHALL BE ACCOMPLISHED BY SAW GUTTING WHEREVER POSSIBLE. B. VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO GUTTING ANY OPENIN65. 11. CHECK FOR DRYROT AT ALL EXTERIOR AALL5, EXISTING TOILET ROOM FLOORS AND WALL5, AREAS 5HOAIN6 WATER STAINS, AND ALL WOOD MEMBERS IN BASEMENT AND CRAWL SPACES. ALL ROT SHALL BE REMOVED AND DAMAGED MEMBERS SHALL BE REPLACED OR REPAIRED AS DIRECTED BY THE STRUCTURAL ENGINEER OR ARCHITECT. rn � O O co � U M U 6ENERAL STRUCTURAL NOTES � Q (The following apply unless shown otherwise on the plans) �: CD CONCRETE cn 4--J 12. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH AGI 301. CONSTRUCTION TOLERANCES SHALL NOT EXCEED TH05E L15TED IN AGI 111. CONCRETE SHALL ATTAIN A 25-DAY 5TREN6TH OF f'c = 2,500 P51. MIX SHALL CONTAIN NOT LE55 THAN 5-1/2 SACKS OF CEMENT PER CUBIC YARD AND SHALL BE PROPORTIONED TO PRODUCE A SLUMP OF 5" OR LE55 (BEFORE THE ADDITION OF ADMIXTURES). THE WATER/CEMENT RATIO SHALL NOT EXCEED 0.55 FOR FOOTIN65 AND 0.45 FOR ALL 5LAB5 AND EXP05ED CONCRETE UNLE55 OTHERWISE NOTED. EXCEPT FOR FOOTINGS AND SLAB ON GRADE, AGGREGATE 51ZE SHALL NOT EXCEED 5/4" THE MINIMUM AMOUNT OF CEMENT AND THE MAXIMUM SLUMP MAY BE GHAN6ED IF A CONCRETE PERFORMANCE MIX 15 SUBMITTED TO THE STRUCTURAL ENGINEER AND THE BUILDING DEPARTMENT FOR APPROVAL TWO AEEK5 PRIOR TO PLACING ANY CONCRETE. (THE WIC, RATIO LIMITS STILL APPLY). THE PERFORMANCE MIX SHALL INCLUDE THE AMOUNTS OF CEMENT, GEMENTITIOU5 MATERIAL, FINE AND COARSE AGGREGATE, WATER AND ADMIXTURES AS WELL A5 THE WATER CEMENT RATIO, SLUMP, CONCRETE YIELD AND 5UB5TANTIATIN6 5TREN6TH DATA IN ACCORDANCE WITH AGI 501. CHEMICAL ADMIXTURES AND FLY ASH SHALL CONFORM TO A5TM C4�4 AND G618 RESPECTIVELY. FLY ASH PERCENTAGE OF TOTAL CEMENTITIOU5 MATERIAL SHALL NOT EXCEED 20%. THE USE OF A PERFORMANCE MIX REQUIRES BATCH PLANT INSPECTION, THE COST OF WHIGH SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER. REVIEW OF MIX SUBMITTALS BY THE ENGINEER OF RECORD INDICATES ONLY THAT INFORMATION PRESENTED CONFORMS GENERALLY TO CONTRACT DOCUMENTS. CONTRACTOR MAINTAINS FULL RE5PON51BILITY FOR SPECIFIED PERFORMANCE. 15. RE I NFORG I N6 STEEL SHALL GON515T OF #4 BARS GONFORMI N6 TO A5TM A615, 6RADE 40, fy = 40,000 P51 AND SHALL BE DETAILED (INGLUDIN6 HOOKS AND BENDS) IN ACCORDANCE WITH AGI 515 AND 318. LAP ALL CONTINUOUS REINFORCEMENT 48 BAR DIAMETERS, 2'-0" MINIMUM. PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS, LAP 2'-0" MINIMUM. PROVIDE (2) #4 MIN. U.N.O. TRIM BARS AROUND ALL OPENINGS IN CONCRETE WALLS OR SLAB5 EXTEND I N6 2'-O" PAST CORNERS, TYPI GAL. 14. CONCRETE PROTECTION (COVER) FOR REINFORGIN6 STEEL SHALL BE A5 FOLLOW5: FOOTINC75 AND OTHER UNFORMED SURFACES CAST AGAINST EARTH 3" FORMED SURFACES EXP05ED TO EARTH (i.e. AALL5 BELOW GROUND) OR WEATHER 2" 15. GA5T-IN-PLACE CONCRETE: SEE ARCHITECTURAL DRAWIN65 FOR EXACT LOCATIONS AND DIMENSIONS OF DOOR AND WINDOW OPENIN65 IN ALL CONCRETE WALL5. SEE MECHANICAL DRAWIN65 FOR 51ZE AND LOCATION OF MISCELLANEOUS MECHANICAL OPENIN65 THROUGH CONCRETE WALLS. SEE ARCHITECTURAL DRAWIN65 FOR ALL GROOVES, NOTCHES, GHAMFERS, FEATURE STRIPS, COLOR, TEXTURE, AND OTHER FIN15H DETAILS AT ALL EXP05ED CONCRETE SURFACES. 16. FRAMIN6 LUMBER: SHALL BE KILN DRIED OR MG-11 (MOISTURE CONTENT LE55 THAN 11%), AND GRADED AND MARKED IN CONFORMANCE WITH A.G.L.I .B. STANDARD NO. 11 GRAD I N6 RULES FOR WEST COAST LUMBER. FURN 15H TO THE FOLLOWING MINIMUM STANDARDS: J015T5 (2X, 3X, AND 4X MEMBERS) DOU6LA5 FIR OR HEM -FIR NO. 2 BEAMS AND 5TRIN6ER5 (INGLUDIN6 6 X AND LARGER MEMBERS) DOUGLAS FIR NO. I POSTS AND TIMBERS DOU6LAS FIR NO. STUDS, PLATES $ MISCELLANEOUS LIGHT FRAMING DOU6LA5 FIR OR HEM -FIR NO. 2 11. GLUED LAMINATED MEM5ER5 SHALL BE FABRICATED IN CONFORMANCE WITH ASTM 03131 AND ANSI AI10.1 STANDARDS EACH MEMBER SHALL BEAR AN A.I.T.G. IDENTIFICATION MARK AND SHALL BE ACCOMPANIED BY AN A.I.T.G. CERTIFICATE OF CONFORMANCE. CERTIFICATES OF CONFORMANCE MUST BE MADE AVAILABLE TO BUILDING INSPECTORS. ALL SIMPLE SPAN BEAMS SHALL BE DOU6LA5 FIR COMBINATION 24F-V4, Fb = 2,400 P51, Fv = 240 P51, E = 1,800 K51. ALL GANTILEVERED OR CONTINUOUS BEAMS SHALL BE DOU6LAS FIR COMBINATION 24F-V8, Fb = 2,400 PSI, Fv = 265 P51, E = 1,800 K51. CAMBER ALL SIMPLE SPAN 6LULAM BEAMS TO 5,000' RADIUS UNLE55 5HOWN OTHERWISE ON THE PLANS. CONTRACTOR SHALL VERIFY AVAILABILITY OF THE 6L MEMBER SIZES 5HOAN ON THE DRAWIN65 AND ADJUST THE CONNECTOR SIZES IF NEEDED FOR LARGER MEMBER SIZES. 15. LAMINATED VENEER LUMBER (LVL) SHALL BE DE516NED AND MANUFACTURED PER ASTM 05456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION A6ENGY'S LOGO. ALL LAMINATED VENEER LUMBER SHALL BE MANUFACTURED U51N6 DOU6LA5 FIR VENEER GLUED AITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF A5TM 02551 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLOW5: Fb = 2600 PSI, E = 2.0 x 106 P51, Fv = 285 P51 DE516N SHOWN ON PLANS 15 BASED ON MATERIALS MANUFACTURED BY THE AEYERHAEU5ER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 11. PARALLEL STRAND LUMBER (P5L) SHALL BE DESIGNED AND MANUFACTURED PER ASTM 05456. EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, AND THE INDEPENDENT INSPECTION A6ENGY'S L060. ALL PARALLEL STRAND LUMBER SHALL BE MANUFACTURED U51 N6 DOU6LA5 FIR STRANDS GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM 02551 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. MINIMUM STRUCTURAL PROPERTIES ARE AS FOLLOW5: Fb = 2�00 PSI, E = 2.2x 106 PSI, Fv = 210 P5 DESIGN SHOWN ON PLANS 15 BASED ON MATERIALS MANUFACTURED BY THE WEYERHAEUSER CORPORATION. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 20. WOOD 5HEATHIN6 SHALL BE APA RATED, EXTERIOR GLUE; EXP05URE I, IN CONFORMANCE WITH THE REQUIREMENTS FOR THEIR TYPE IN DOG P5-1 OR P5-2. SEE PLANS FOR THICKNESS, PANEL IDENTIFICATION INDEX AND NAILING REQUIREMENTS. UNLE55 OTHERN15E NOTED ON THE PLANS, ROOF AND FLOOR 5HEATHIN6 SHALL BE LAID UP WITH FACE GRAIN PERPENDICULAR TO SUPPORTS. PROVIDE APPROVED PLYWOOD ED6E CLIPS CENTERED BETWEEN J015T5/TRU55E5 AT UNBLOCKED ROOF 5HEATHIN6 E06E5. ALL FLOOR 5HEATHIN6 E06E5 SHALL HAVE APPROVED TONGUE -AND -GROOVE JOINTS OR SHALL BE SUPPORTED WITH 50LID BLOGKIN6. ALLOW 1/8" 5PAGIN6 AT ALL PANEL ED&E5 AND ENDS OF FLOOR AND ROOF 5HEATHIN6. TOENAIL BLOGKIN6 TO SUPPORTS WITH (2) IOd-F NAILS AT EACH END, UNLE55 OTHERN15E NOTED. AT BLOCKED FLOOR AND ROOF DIAPHRA6M5 PROVIDE FLAT 2X BLOCKING AT ALL UNFRAMED PANEL ED6E5 AND NAIL WITH EDGE NAILING SPACED PER PLANS. WHERE NOT NOTED OTHERAISE, NAIL PANEL E06E5 WITH 8d NAILS @ 6" O.G. ED6E5, 12" O.G. IN THE FIELD. 21. TIMBER CONNECTORS GALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY 51MP50N COMPANY, A5 SPECIFIED IN THEIR GATALO6 NO. G-G-2024. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE I.G.G. OR IAPMO UE5 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. CONNECTOR5 SHALL BE SIZED TO MATCH THE SIZE OF THE FRAMIN6 MEMBERS BE I N6 CONNECTED. PROVIDE NUMBER AND SIZE OF FASTENERS AS 5PEGIFIED 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 ROOD MEMBERS SHALL CONFORM TO A5TM A301. PROVIDE AA5HER5 UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6 50REW5 BEARING ON WOOD. UNLE55 NOTED OTHERWISE, ALL NAILS SHALL BE COMMON. ALL SHIMS SHALL BE 5EA50NED AND DRIED AND THE SAME GRADE (MINIMUM) A5 MEMBERS CONNECTED. ALL BOLTS T16HTENED TO 5NU6 T16HT. 22. WOOD FA5TENER5: A. NAIL SIZES SPECIFIED ON DRAWIN65 ARE BASED ON THE FOLLOWI N6 SPECIFICATIONS: DRAWING ID NAIL NAME NAIL DIAMETER NAIL LENGTH "6d" bd Common 0.113" 2" "Sd Box" ad Box 0.113" 2-1/2" "Sd" 8d Common 0.131" 2-1/2" "IOd-F" IOd Framer 0.151" 3" "IOd" IOd 5heor 0.148" 2-1/4" "16d" 16d Sinker 0.148" 3-1/4" 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 - 5HEATHIN6 FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF 5HEATHIN6 WITH NO COUNTERSINKING PERMITTED. G. 5GREW5 SHALL BE WOOD 5GREW5 OF THE DIAMETER AND LENGTH NOTED ON THE DRAWIN65. 505 FASTENERS ARE 51 MPSON STRONG DRIVE 5GREW5. D. HOT DIPPED GALVANIZED NAILS, BOLTS AND METAL PLATES - ALL NAILS, BOLTS AND METAL PLATES IN CONTACT WITH PRESSURE TREATED (INGLUDIN6 F I RE -RETARDANT TREATED) LUMBER SHALL BE HOT DIPPED GALVANIZED. 25. WOOD FRAMING NOTES: THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT 5HOAN OTHERA15E SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE IBG. MINIMUM NAILING, UNLE55 OTHERWISE NOTED, SHALL CONFORM TO IBG TABLE 2304.10.2. COORDINATE THE 51ZE AND LOCATION OF ALL OPENIN65 AITH MECHANICAL AND ARCHITECTURAL DRAWIN65. PROVIDE AA5HER5 UNDER THE HEADS AND NUTS OF ALL BOLTS AND LA6 5GREW5 BEARING ON WOOD. T16HTEN BOLTS AND LAG 50REW5 SNUGLY A6AIN5T WOOD FRAMING AFTER WOOD HAS REACHED SPECIFIED M015TURE CONTENT. B. WALL FRAMIN6: ALL BEARING AND SHEAR WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2 x 4 STUDS @ 169" O.G. AT INTERIOR WALL5 AND 2 x 6 @ 16" O.G. AT EXTERIOR WALL5. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL BEARING AND SHEAR HALLS AND AT EACH 51DE OF ALL OPENIN65. 50LID BLOGKIN6 FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. ALL BEARING STUD WALL5 SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMIN6 BELOW WITH Ibd NAILS AT 8" O.G. 5TA66ERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS WITH 3"x3"xl/4" PLATE WASHERS @ 4'-0" O.G., UNLESS INDICATED OTHERWISE. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH IOd-F NAILS @ 8" O.G. 5TA66ERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED 5HEATHIN6 AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE 6YP5UM WALLBOARD ON INTERIOR SURFACES ATTACHED TO ALL STUDS, TOP AND BOTTOM PLATES AND 5LOGKIN6 WITH 5GREW5 AT 8" O.G. USE 1-1/4 " W #6 5GREW5 FOR 1/2" 6WB AND 5/5" GAB WHERE OCCURS. VERIFY THE FIRE ASSEMBLY REQUIREMENTS WHERE APPLICABLE WITH THE ARCHITECT. G. FLOOR AND ROOF FRAMIN6: PROVIDE DOUBLE J015TS UNDER ALL PARALLEL PARTITIONS THAT EXTEND OVER MORE THAN HALF THE JOIST LENGTH AND AROUND ALL OPENIN65 IN FLOORS OR ROOFS UNLE55 OTHERWISE NOTED. PROVIDE SOLID BLOGKIN6 AT ALL BEARING POINTS. NAIL ALL MULTI -JOIST BEAMS T06ETHER WITH IOd-F NAILS @ 8" O.G. 5TA66ERED UNLESS OTHERWISE NOTED. D. POSITIVE GONNEGTIONS: PROVIDE THE FOLLOWING SIMPSON CONNECTORS AT TYPICAL FRAMIN6 UNLESS OTHERWISE NOTED ON PLAN OR DETAIL. PROVIDE GGQ/EGGQ GAPS AND PB5 BASES AT POSTS. PROVIDE BG BASE WHERE POST BEARS ON WOOD FRAMIN6 BELOW. PROVIDE LU5 SERIES HANGERS FOR 2X FLOOR AND ROOF J015T5. CONNECTORS SHALL BE 51ZED TO MATCH THE 51ZE OF THE FRAMING MEMBERS BEING CONNECTED. o 3: o N ■� aD Z3 o M N U� 0 L M � co o N > ca a) c ca cn aD O M ti I� r,3 1511 THIRD AVENUE SUITE3M SEATTLE, WA 99101 TEL 205-%73900 QUANTUM 1=Ax isa57= LIIMSULTIUri Eli fiIMEEIFS WWW.gLsT#llmce.ffifTt �50 jkc 3 98 � 4� *ZS1(0NAL � PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SET 0 PERMIT REVISIONS SHEET DATE: REVISIONS DRAWN: CHECKED: PROJECT No. 06/0712024 07/12/2024 SHEET TITLE: GENERAL STRUC19EAL- Jul 15 2024 NOTES DE EILO MFENT SOERV CES DEPARTMENT ISSUE: PERMIT REVISIONS 07/12/2024 sc SHTITAW 19219.02 At L Angle d Penny (Nails) LB. Pound Diameter LL Live Load Degrees LLH Long Leg Horizontal # Pounds LLV Long Leg Vertical #... Number LON61T. Longitudinal LT. WT. Lightweight (A) Above A.B. Anchor Bolt MAX. Maximum ADO'L Additional MECH. Mechanical ALT. Alternate MEZZ. Mezzanine APPROX. Approximate MF Moment Frame ARCH. Architect MFIR. Manufacturer MIN. Minimum (B) Below MISC. Miscellaneous B/ Bottom of MK. Mark BF Braced Frame BLK6. Blocking (N) New BLD6. Building N. North BM. Beam N.5. Near Side BOT. Bottom NOM. Nominal BR6. Bearing NTS Not to Scale BTWN. Between O.G. On Center CL Centerline O.D. Outside Diameter G Camber O.F. Outside Face GIP Gast In Place O.H. Overhang G.J. Construction Joint or Control Joint OPN6. Opening GJP Complete Joint Penetration OPP. Opposite CL6. Ce i I ing CLR. Clear PAF Powder Actuated Fastener GMU Concrete Masonry Unit PG Precast COL. Column PERM. Permanent GONG. Concrete PERP. Perpendicular CONN. Connections PJP Partial Joint Penetration GON5T. Construction PL or R. Plate CONT. Continuous PLF Pounds per linear Foot C5K. Countersink PLYWD Plywood PREFAB. Prefabricated PBA Deformed Bar Anchor P5F Pounds per 5cpore Foot DBL. Double P51 Pounds per Square Inch DEG. Degree P.T. or PT Post -Tensioning DF Doug Fir -Larch P/T Pressure -Treated DIA. Diameter DIA6. Diagonal RAP. Radius DIAPH. Diaphragm REF. Reference DIM. Dimension REINF. Reinforce or Reinforcement DN. Down READ. Required DO Ditto REV. Revise DTL. Detail R.O. Rough Opening DW6. Drawing S. South (E) Existing 50H. or 5CHED. Schedule E. East SECT. Section EA. Each 5HT. Sheet E.F. Each Face 51M. Similar EL. Elevation 506 Slab On Grade ELEV. Elevator SPEC. Specification EMBED. Embedment Length 50. Square EN6R. Engineer 50. FT. Square Feet Ea. Equo 1 50. IN. Square Inch(es) E.W. Each Way 5PF Spruce -Pine -Fir EXP. Expansion 5.5. Stainless Steel EXT. Exterior STD. Standard STIFF. Stiffener FDN. Foundation 5TL. Steel FIN. Finish STIR. Structural FLR. Floor SUB. Substitute FRP Fiber Reinforced Polymer 5YM. Symmetrical F.5. For Side FT. Foot or Feet T/ Top of FT6. Footing T$B Top and Bottom T$6 Tongue $ Groove 6A. Gauge TEMP. Temporary 6ALV. Galvanized THRU Through 6L Glue Laminated T.O.G. Top of Concrete 6WB Gypsum Wall Board T.O.5. Top of Steel T.O.W. Top of Wa I I HD6 Hot Dipped Galvanized TRANS. Transverse HF Hem Fir T5 Tube Steel H6R. Hanger TYP. Typical HORIZ. Horizontal H55 Hollow Structural Section U.O.N. Unless Otherwise Noted HT. Height VERT. Vertico I I.D. Inside Diameter VIF Verify in Field I.F. Inside Face IN. Inch W. West INFO. Information W/ or w/ With INT. Interior W.H.5. Welded Headed Stud NO Without JT. Joint WP Work Point W.T.S. Welded Threaded Stud K Kips WWF Welded Wire Fabric K5F Kips per Square Foot K5I Kips per Square Inch X SECT. Gross Section X-5TR Extra Strong XX-5TR Double Extra Strong rn 0 F- 0 � CY) U Cz _U Cz Q 0 U N Ca � CLJ �? 4— J o o N ■� o co 0 M � CO o N N cz a) c� r� a� O Ln M ti I� rL3 1 1511 T14IR AVENt1E S WTE 323 SEATTLE, WA 97.0I 6;k TEL 2DE—q57.29900 QUANTUM i:Ax -,m%7= rR*391 T1* fi E* rLIX E ERS www.gt�anw=.MM �j�p 360 4 0 "*Z`FI4NAL � PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SET 06/0712024 0 PERMIT REVISIONS 07/12/2024 SHEET DATE: 07/12/2024 REVISIONS DRAWN: CHECKED: PROJECT No. SHEET TITLE: ABBREVIATIONS RESUB Jul 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUE: PERMIT REVISIONS Simi SC SHTITAW 19219.02 FOUNDATION / LOYCR FLOOR NOTES: 1 2 3 4 5 I. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE 31-SS I CONTRACTOR WITH THE ARGHITEGTURAL DRAWIN65 BEFORE GON5TRUGTION 3'-2 13-105" 7'-Q3" 6I—J i " BEGINS. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE 2 e a 4 ARGH I TEGT AND EN61 NEER IMMEDIATELY. I 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL 5TRUCTURAL NOTES AND I I I I ABBREVIATION5. SEE SHEET 54.0 FOR TYPIGAL WOOD DETAILS. 03 FOUNDATION / LOWER FLOOR PLAN SCALE: I/4" = I'-O" 61 0 91 91 m �= O O 00 U or) U (z L cz Q a� 8 o o 3: 0 N :--- Z3 O U) M N L � O CD M CO O N Ca N le CB N M ti U Q.J U L. f13 Q O bn rL3 1 1511 T14IR AVENt1E SWTE323 SEATTLE, WA 91.01 6;k TEL 2DE—q57-9900 QUANTUM i:Ax -,m%7= rR*391T1*r. E*rL1 E-E3FS WWW.gt1anw=.mm PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SET 06/0712024 0 PERMIT REVISIONS 07/12/2024 SHEET DATE: 07/12/2024 REVISIONS DRAWN: SC CHECKED: SHTITAW PROJECT No. 19219.02 SHEET TITLE: FOUNDATION 1 LOWE1kEkL6bR Jul 15 2024 CITY OF P LA N DEVELO MENDT SERVICES DEPARTMENT ISSUE: PERMIT REVISIONS S2mO FLOOR FRAMIN& NOTES: 1 2 3 4 5 I. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR �„ GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE 1 31-58 I CONTRACTOR WITH THE ARGHITEGTURAL DRAWIN65 BEFORE GON5TRUGTION I3�_IOs�I-��_�3�� 6I_ J i lI 5E61NS. ANY DISCREPANCIES SHALL BE BROU6HT TO THE ATTENTION OF THE 2 a a 4 ARGH I TEGT AND EN61 NEER IMMEDIATELY. I 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL 5TRUGTURAL NOTES AND I I I I ABBREVIATIONS. SEE SHEETS 54.0 AND 54.1 FOR TYPICAL WOOD DETAILS. 3. TYPICAL (E) FLOOR FRAMING GON515T5 OF 5HEATHIN6, LAID FACE GRAIN PERPENDICULAR OVER 2x 10 JOISTS AT 24" O.G. I I I I I 4. POSTS I ND I GATED ARE AT TH15 LEVEL. ALL POSTS NOT 5PEG I F I ED SHALL BE (2) 2x U.O.N. 50LID 5AWN MEMBERS OF EQUIVALENT SIZE MAY BE 5UB5T1 TUTED FOR BUILT-UP MEMBERS (5UGH A5 A 4x(b FOR (5) 2x4). I I I A 5. PROVIDE SOLID OR BUILT-UP WOOD POSTS BENEATH THE ENDS OF ALL FLOOR BEAMS AND ALL POSTS ABOVE FOR FULL 5EARIN6. PROVIDE BLK6. } AT JOISTS PER DETAIL 1/54.1. I L I 6. ALL HEADERS NOT SHOWN ON PLAN SHALL BE (2) 2x6 FOR EXTERIOR Ck p BEARING WALL5 AND (2) 2x6 FOR INTERIOR BEARIN6 WALL5. SEE 10/54.1 x FOR HEADER DETAIL. N !-LU 'V7_ � I 1. FOR TOP PLATE SPLICE SEE DETAIL 6/54.1. - B S. AL16N A J015T OR J015T BLOGKIN6 OVER THE FULL LENGTH OF ALL BEARING/SHEAR WALL5. SEE S/54.0 FOR 5PEGIAL SHEAR WALL BLOGKIN(7 1 (E) BEAM 1 _� REQU I REMENT5. MIN 1 VIF (E) 2x10 24,10.0., U.O.N. MAIN FLOOR FRAMING PLAN `� 5GALE: 1/4" = I'_pll v in, (K) 91 91 LE�ENfl: INDIGATE5 FRAMING DIREGTION INDICATES EXTENT OF FRAM I N6 INDIGATE5 WOOD BEARING OR SHEAR WALL AT THIS LEVEL INDIGATE5 WOOD BEARING WALL OR SHEAR WALL BELOW. INDICATES NON-BEARIN6/ NON -SHEAR WALL AT TH15 LEVEL. SEE 1/54.1 FOR GONNEGTION DETAILS — L+ INDICATES HEADER MEMBER. SEE PLAN NOTE 6 j INDICATES MULTIPLE STUD P05T AT TH15 LEVEL. SEE PLAN NOTE 5 rn 0 F- 0 � cy) U cz _U cz 0 U a� 8 (n 4--J o o N ■� o co � N 0 M � CO o N N ca a) c cz a� O Ln M ti I� rL3 1 1511 T14IR AVENt1E S WTE 323 SEATTLE, WA 97.0I 6;k TEL 20E—q57.29900 QUANTUM i:Ax -,m%7= rR*391T1*r. E*rL1 E-E3FS WWW.gt1anw=.mm PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SET 0 PERMIT REVISIONS 06/0712024 07/12/2024 SHEET DATE: 07/12/2024 REVISIONS DRAWN: SC CHECKED: SHTITAW PROJECT No. 19219.02 SHEET TITLE: MAIN FLOOR FRAM1I�PEAN Jul 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUE: PERMIT REVISIONS S2ml UPPER FLOOR / LOW ROOF FRAMIN& NOTES: 1 2 3 4 5 I. ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE I 31-SS I CONTRACTOR WITH THE ARGHITEGTURAL DRAWIN65 BEFORE GON5TRUGTION 13'-105" 7'-Q3" (�'-J i " 5E61N5. ANY DISCREPANCIES SHALL BE 5ROU6HT TO THE ATTENTION OF THE 2 e a 4 ARGH I TEGT AND EN61 NEER IMMEDIATELY. I 2. SEE SHEETS 51.0 AND 51.1 FOR GENERAL 5TRUCTURAL NOTES AND I I I I ABBREVIATION5. SEE SHEETS 54.0 AND 54.1 FOR TYPICAL WOOD DETAILS. 3. TYPICAL (E) LOW ROOF FRAMING GON515T5 OF 5HEATHIN6, LAID FAGS GRAIN PERPENDICULAR OVER 2x8 J015T5 AT 24" O.G. I I I I I 4. TYPICAL (E) FLOOR FRAMING GON515T5 OF T$6 5HEATHIN6, LAID FAGS GRAIN PERPENDICULAR OVER 2x8 JOISTS @ 16" O.G. - - - (E) 4XIO, VIF - - - - T - - _ _ _ - - A 5. NAIL FLOOR 4 ROOF 5HEATHIN6 TO FRAMIN6 WITH Sd NAILS (0.131 "(P x 25' 1 I I i LONG) AT 6" O.G. AT ALL PANELS ED6E5 AND 8d NAILS AT 12" O.G. AT INTERMEDIATE FRAMIN6 MEMBERS (UNBLOCKED). SEE DETAIL 6/54.0. 6. ALL BEARING AND SHEAR WALL5 SHALL BE 2x4 @ 16" O.G. INTERIOR AND I "a� 2x6 @ 16" O.G. EXTERIOR U.O.N. O /54.1 w 1. POSTS INDICATED ARE AT TH15 LEVEL. ALL POSTS NOT SPECIFIED SHALL Tx 1 BE (2) 2x U.O.N. 50LID SAWN MEMBERS OF EQUIVALENT 51ZE MAY BE 5UB5T1 TUTED FOR BUILT-UP MEMBERS (SUCH A5 A 4x6 FOR (5) 2x4). - - - - - - - - B 8. PROVIDE 50L I D OR BUILT-UP WOOD POSTS BENEATH THE EN05 OF ALL L FLOOR BEAMS AND ALL POSTS ABOVE FOR FULL BEARING. PROVIDE BLK6. (E 2x8 @ 4/54.1 AT JOISTS PER DETAIL 7/54.1. w 1. ALL HEADERS NOT SHOWN ON PLAN SHALL BE (2) 2x6 FOR EXTERIOR BEARING WALL5 AND (2) 2x6 FOR INTERIOR BEARING WALL5. SEE 10/54.1 _ _ _ _ - - - - - - - C FOR HEADER DETAIL. � I 10. FOR TOP PLATE 5PLIGE SEE DETAIL 6/54.1. � I � I (E) 2x8 @11. AL16N A J015T OR JOIST BLOGKIN6 OVER THE FULL LENGTH OF ALL I - I6" O.G. I Q I BEARING/5HEAR WALL5. SEE 8/54.0 FOR 5PEGIAL SHEAR WALL BLOGKIN6 ------ w REOUIREMENT5. IXI%4 L m ------ r (FLU5) ------ m F C--_-_ --- ---------- 1 L 03 UA6 w 4/54.1 4/54.1 = z �- w LL (E) 2x8 @ x I6" O.G. '- I r- I I (E) 2x8 � (E) 2x6 MIN. VIF 16" O.G. I I I I I 1..EGENIy: INDIGATE5 FRAMIN6 DIREGTION I I I INDIGATE5 EXTENT OF FRAMIN6 INDIGATE5 WOOD BEARING OR SHEAR WALL AT THIS LEVEL - - INDIGATE5 WOOD BEARING WALL OR SHEAR WALL BELOW. INDICATES NON-BEARI N6/ NON-5HEAR WALL AT TH15 LEVEL. SEE 1/54.1 FOR GONNEGTION DETAILS - L+ INDIGATE5 HEADER MEMBER. SEE PLAN NOTE I j INDICATES MULTIPLE STUD P05T AT TH15 LEVEL. SEE PLAN NOTE 8 UPPER FLOOR / LOW ROOF FRAMING PLAN `� 5GALE: 1/4" = 1'-0" rn 0 F- 0 � CY) U cz _U cz 0 U a� = 0) CLJ (n 4--J o o N ■� o co � N 0 M � CO o N N ca a) c ca a� O M ti I� rL3 1 1511 T14IR AVENt1E S WTE 323 SEATTLE, WA 97.OI 6;k TEL 2DE-q57-9900 QUANTUM i:Ax -,m%7= rR*391T1*r. E*rL1 E-E3FS WWW.qt10nw=.l ifTt PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SET 0 PERMIT REVISIONS 06/0712024 07/12/2024 SHEET DATE: 07/12/2024 REVISIONS DRAWN: SC CHECKED: SHTITAW PROJECT No. 19219.02 SHEET TITLE: UPPER FLOOR LOW IpB Jul 15 2024 FRANKING° ER N DEPARTMENT ISSUE: PERMIT REVISIONS S2m2 SISTER 2x6 TO EACH (E) 2x4 RAFTER @ 24" O.G. 1 2 3 4 5 31'-58" I I ll 1 3 -22 13 -108 7 -�a 6 -�4 I, (E) HDR�_III (E) 2x4 COLLAR TIED RAFTERS @ 24" O.G. w/ (E) 2x6 CEILIN6 J015T5 @ 24" O.G. ROOF FRAMING PLAN SCALE: 1/4" = I'-O" 515TER 2x 12 TO EACH (E) 2x4 RAFTER @ 24" O.G. v in, ALL DIMENSIONS AND ELEVATIONS ON THE STRUCTURAL PLANS ARE FOR GENERAL INFORMATION ONLY AND SHALL BE VERIFIED BY THE CONTRACTOR WITH THE ARCHITECTURAL DRAWIN65 BEFORE CONSTRUCTION BE61 N5. ANY DISCREPANCIES SHALL BE BROU6HT TO THE ATTENTION OF THE ARCHITECT AND EN61 NEER IMMEDIATELY. 2. SEE 5HEET5 51.0 AND 51.1 FOR GENERAL STRUCTURAL NOTES AND ABBREVIATIONS. SEE SHEETS 54.0 AND 54.1 FOR TYPICAL WOOD DETAILS. 3. TYPICAL (E) ROOF FRAMING CONSISTS OF 5HEATHIN6 (INDEX 32/16), LAID FACE GRAIN PERPENDICULAR OVER 2x FRAMING @ 24" O.G., U.O.N. 4. PROVIDE 50LID BLOCKING BETWEEN EACH ROOF J015T AT SUPPORTS. PROVIDE AN HI CLIP AT EVERY MEMBER TO TOP PLATE. A 5. ALL HEADERS NOT SHOWN ON PLAN SHALL BE (2) 2x6 FOR EXTERIOR BEARING WALL5 AND (2) 2x6 FOR INTERIOR BEARING WALL5. SEE 10/54.1 FOR HEADER DETAIL. 61 0 91 91 6. PROVIDE 50L I D OR BUILT-UP WOOD POSTS BENEATH THE ENDS OF ALL ROOF BEAMS FOR FULL BEARING. 1. FOR TOP PLATE SPLICE SEE DETAIL 6154.1. INDICATES FRAMIN6 DIRECTION INDICATES EXTENT OF FRAMIN(5 INDIGATE5 WOOD BEARING WALL OR SHEAR WALL BELOW. SEE PLAN NOTE 6 INDICATES (E) ROOF OVERFRAM I N6 — I NO I GATES HEADER MEMBER. SEE PLAN NOTE I rn 0 F- 0 � cy) U CZ _U Q 0 U �8 (n 4--J o o N ■� o co � N 0 M � CO � o N N Ca a) c ca a� O M ti I� rL3 1 1511 T14IR AVENt1E S WTE 323 SEATTLE, WA 97.0I 6;k TEL 2DE—q57.9900 QUANTUM i:Ax -,m%7= rR*391T1*r. E*rL1 E-E3FS WWW.gt1anw=.mm PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SET 0 PERMIT REVISIONS SHEET DATE: REVISIONS DRAWN: CHECKED: PROJECT No. 06/0712024 07/12/2024 SHEET TITLE: ROOF FRAM'fw3r�'UB Jul 15 2024 CITY EDMONDS P LA N DEVELO MFEN SERVICES DEPARTMENT ISSUE: PERMIT REVISIONS 07/12/2024 sc SHTITAW 19219.02 S2m3 #4 DOWELS 1 S" O.G. E.W., DRILL $ EPDXY (E) 5LAB- ON-GRADE c— E FOOTING TO BEAR DIREGTLY ON 5U I TABLE BEARING SOILS L 1'-0" MIN. LAP 21-01I POST PER PLAN w/ POST BASE PER PLAN (3) #4 HORIZ. BARS E.W. 4" TYP. a� TYPICAL SPREAD FOOTIN6 AT EXISTING SLAB -ON -GRADE GUT GIRC NOTC V' NOTC LET- NOTC STUD DEPTH MAX. DEPTH MIN. DEPTH MIN. 5/5" EDGE D 15T., TYP. 5CALE: NONE STUD DEPTH MAX. DIAMETER OF HOLES HOLES ARE TO BE 5PAGED AT LEAST A STUD DEPTH FROM A GUT OR NOTCH HOLES ARE TO BE SPACED AT LEAST TWIGE THE DIAMETER OF THE LAR6E5T HOLE A. CUTTIN6 AND NOTCHIN6 WOOD STUDS (DO NOT NOTCH MORE THAN 3 ADJACENT STUDS w/o REVIEW BY EN61 NEER) BEARING WALL 5TU05: STUD MAX. DEPTH OF MIN. DEPTH REMAINING 51 ZE SAW GUT OR NOTCH AFTER GUT OR NOTCH 2x4 7/6" 2-3/5" 2x6 1-3/S" 4-1/S" 2x8 1-1/8" 5-5/8" NON-BEARIN6 WALL STUDS: STUD MAX. DEPTH OF MIN. DEPTH REMAINING 51 ZE SAW GUT OR NOTCH AFTER GUT OR NOTCH 2x4 1-1/2" 2" 2x6 2-3/8" 3-1/S" 2x8 3" 4-1/4" B. HOLES IN WOOD STUDS BEARING WALL: STUD MAX. DIAMETER 51 ZE OF HOLE 2x4 1 —1 /2" 2x6 2-5/S" 2x8 3" NON -BEARING WALL: STUD MAX. DIAMETER 51 ZE OF HOLE 2x4 2-1/4" 2x6 3-3/8" 2x8 4-1/2" DETAIL (12) IOd-F NAILS @ 3" O.G. 5TA66ERED IN 2 ROW5 AT EACH 51 DE OF EACH SPLICE TYPICAL TOP PLATE SPLICE WHERE HEADER INTERRUPTS DOUBLE TOP PLATE, PROVIDE M5TA24, U.O.N. DOUBLE TOP PLATE A35 AT EXTERIOR HEADERS OVER 6-0" IN LENGTH — (5) IOd-F NAILS, MIN. KING STUD TRIM STUD POST PER PLAN, (PROVIDE MIN. (2) 2x STUDS AT HEADERS OVER 6-0" IN LENGTH) SCALE: NONE IOd-F NAILS ® 12" O.G. 5TA66ERED IN 2 ROW5 EL5EWHERE 3070O 3PL I GE 4'-0" MIN. BETWEEN SPLICES SPLICE TO OCCUR AT Ck OF STUD (TYP.) SCALE: NONE 51 N6LE PLATE (PROVIDE DOUBLE PLATE AT EXTERIOR OPENIN(55 OVER 5'-0" IN LENGTH) - HEADER PER PLAN IOd-F NAILS @ S" O.G. AT BUILT-UP STUDS, TYP. 2 CEILING JOIST 5GHEDULE 51ZE MAX. 5PAN 2x4 ® 24" O.G. 8'-0" 2x4 @ 16" O.G. 1'-2" 2x6 ® 24" O.G. 12'-6" 2x6 @ 16" O.G. 14'-4" 2x8 @ 24'' O.G. III 2x5 @ 16" O.G. III 2x10 ® 24" O.G. 21'-2" 2x10 @ 16" O.G. 24'-3" NOTES: GE I L I N6 JOIST TABLE BASED ON HF #2, Fb=b50 P51 (REPETITIVE MEMBER U5E), Fv = 150 P51 E=1.3X106 P51, DEFL. < L/240 ATTIC LIVE LOAD = 10.0 P5F GE I L I N6 DEAD LOAD = 5.0 P5F CEILIN6 JOIST 50HEDULE SHEATHING AND SHEAR WALL EDGE NAI L I N6 PER SHEAR WALL SCHEDULE, TYP. (WHERE OCCURS) — RIM J015T OR BLK6. A5 OCCURS NOTE: FRAMING COND I T I ON5 VARY, FOR INFORMATION NOT NOTED SEE PLAN $ APPROPRIATE DETAILS TYPICAL POST AT FLOOR PROVIDE BLOGKIN6 OR RIM JOIST AT BEARIN6 WALLS — DOUBLE STUD POST U.O.N. SCALE: NONE P05T PER PLAN SOLID WOOD BLK6. BELOW P05T TO MATCH P05T SIZE, INSTALL WOOD GRAIN VERTICALLY (2) IOd-F TOENAILS TOP AND BOTTOM FLOOR FRAM I N6 AS OCCURS, BLOCK REMAINDER OF BEARING \ 50LID A5 INDICATED. 311 MIN. P05T PER PLAN SCALE: NONE BEAM BEARIN6 LENGTH TO MATCH POST BELOW JOISTS PER PLAN BEAM PER PLAN STRAP PER PLAN (WHERE OCCURS), CENTER STRAP LENGTH ON WALL END PROVIDE LTP4 IF NO STRAP, BEAM TO PLATE IOd-F NAILS @ 8" O.G. AT BUILT-UP STUDS, TYP. 7 NOTES: I. AT NON -SHEAR WALL5, NAIL STUDS TOGETHER w/ IOd-F NAILS @ S" O.G. 2. ADDITIONAL STUDS REOU I RED A5 NAILER5, ETC. ARE NOT 5HOWN. SHEATH I N6 AND SHEAR WALL EDGE NA I L I N6 PER SHEAR WALL 5GHEDULE (WHERE OCCURS) IOd-F NAILS w/ THE SAME SPAG I N6 A5 THE PANEL EDGE NA I L I N6 PER THE SHEAR WALL SCHEDULE (SEE NOTE 1 AT NON -SHEAR WALL5) SHEATH I N6 AND SHEAR WALL ED6 NAILING PER SHE? WALL 5GHEDULE (WHERE OCCURS) IOd-F NAILS w/ THE SAME SPAG I N6 A5 THE PANEL EDGE NAILING PER THE SHEAR WALL SCHEDULE (SEE NOTE I AT NON -SHEAR WALLS) VARYIN67 MALL SIZE WALL CORNER WALL INTERSECTION TYPICAL WALL INTERSECTIONS - RESIDENTIAL IOd-F NAILS w/ THE SAME SPAG I N6 A5 THE PANEL EDGE NAILING PER THE SHEAR WALL SCHEDULE (SEE NOTE I AT NON -SHEAR WALLS) 5HEATHIN6 AND SHEAR WALL E06E NA I L I N6 PER SHEAR WALL SCHEDULE (WHERE OCCURS) SCALE: NONE rn 0 F- 0 � cy) U _U Ca UQ N ca � Cp all 4— J o � o N ■� aD Z3 o M o M � co o N > ca a) c ca aD n O L M ti I� r,3 I II T1�IR AVEN SW SEATRf, WA 97.0I TEL 2DE-q57.3900 QUANTUM 1=Ax -,m%7= rR*391 T1* fi E*SIX E IERS www.gt0nw=.mm �jj��p 36098 � ,4� *ZS'(0NAL PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECT ISSUES: PERMIT SET 06/0712024 0 PERMIT REVISIONS 07/12/2024 SHEET DATE: 07/12/2024 REVISIONS DRAWN: SC CHECKED: SHTITAW PROJECT No. 19219.02 SHEET TITLE: TYPICAL WOODRESUB Jul 15 2024 D E TAB c1SFENT SOERDV CES DEPARTMENT ISSUE: PERMIT REVISIONS TYPICAL ALLOWABLE HOLES AND NOTCHES IN STUDS SCALE: NONE q TYPICAL HEAVIER SCALE: NONE TYPICAL FLUSH BEAM SCALE: NONE DETAIL SCALE: NONE 1;1 S4mO (E) RAFTER N52" APA RATED (E) 5HEATHIN6 TO PLYWOOD(INDEX PANEL EDGE IN WALL POST PER PLAN x REMAIN 32/I6) GU55ET BOTH x NAILING PER PLAN PANEL EDGE NAILING PER PLAN SIDES OF RAFTER LRU212Z, TYP. (E) 5HEATHIN6 x / PER PLAN PANEL EDGE NA I L I N6 PEER PLAN I N6 PER PLAN TO BLK6., TYP. + + + + + +: Y. Y. (E) CEILING JOIST o a 7X17 (6) IOd-F NAILS @ o a PLYWOOD 67U55ET 2" 2" O.G. (E) JO 15T PER PLAN FULL -DEPTH BLOCK I N6 TO CE I L I N6 JOISTS T,t,P (E) JOIST PER PLAN (E) JO 15T PER PLAN ALIGNED w/ P05T ABOVE NP AND RAFTER 2x FRAMING PER 2x BLK6. EACH PLAN 5I5TERED LU5 HANGER SIDE @ 45" O.G. BEAM PER PLAN (I) A34, TYP. TO (E) 2x4 RAFTERS W/ IOd-F BEAM PER PLAN 24" MIN. TOTAL LENGTH NAILS @ 5" O.G. OF BLOCKING BEAM PER PLAN NEW POST TO EXISTING FLOOR BELOW 50ALE: NONE I NEW ROOF BEAM 50ALE: NONE 2 TYPICAL 2x X15T TO FUSH BEAM CONNECTION 50ALE: NONE 3 TYPICAL STRUCTURAL KALL TO PARALLEL 50ALE: NONE BEAM BELOW - 2x JOIST PARAU.EL 1-4. 2x4 BLK6. INFILL AT PLYWOOD GU55ET STAGGER NAILS VERTICALLY TO PREVENT WOOD 5PLITTIN6 BEAM PER PLAN A34 L — — — — —— — -- —jI --- - ------ A34 2x6 BLKG. INFILL AT PLYWOOD GU55ET DETAIL 50ALE: NONE PLYWOOD 6USSET SECTION 50ALE: NONE 6 DETAIL 50ALE: NONE DETAIL 5GALE: NONE 8 DETAIL 5GALE: NONE DETAIL 56ALE: NONE 110 DETAIL 50ALE: NONE I I DETAIL SCALE: NONE 12 rn O N— F- O U 00 O co _U Ca 0-V N (B � cii N O 3: O GV ■� � O U) M � N U 0 o M = o N ro > co N C� (N a� O M ti rL] 1 1511 T R1DAVENtJE SWT€-la SEAT TL1=, WA 991€I1 6;k TEL 205.. QUANTUM FAx mss7mm £IIY38LT1*6 f*rL1 ffdt3 t.quu*jmm.t PROJECT: LAKE BALLINGER RESIDENCE 23911 74TH AVE W, EDMONDS, WA 98026 PROJECTISSUES: PERMIT SET 06/07/2024 PERMIT REVISIONS 07/12/2024 SHEET DATE: 07/12/2024 REVISIONS DRAWN: CHECKED: PROJECT No. SHEET TITLE: DETAILS RES U B Jul 15 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ISSUE: PERMIT REVISIONS S4ml SC SHTITAW 19219.02