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APPROVED PLN BLD RESUB3 BLD2023-1300+Architectural_Plan+11.22.2024_11.42.40_AM+4634825GENERAL NOTES CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS AND DIMENSIONS PRIOR TO COMMENCING THE WORK, WORK SHALL COMPLY WITH THE FOLLOWING CODES; 2018 INTERNATIONAL RESIDENTIAL CODE 2018 WASHINGTON ENERGY CODE OTHER CODES APPLICABLE BY JURISDICTION, AIR SEALING: 1. ALL PLUMBING, ELECTRICAL, AND HVAC PENETRATIONS IN FLOOR, WALLS, AND CEILINGS ARE CAULKED AND SEALED, 2, WHERE PENETRATIONS NEED A FIRESTOP, DISCUSS WITH BUILDING OFFICIAL. 3, ELECTRICAL OUTLET AND LIGHT SWITCH BOXES ON EXTERIOR WALLS MUST BE SEALED AT THE BACK OF THE RECEPTACLE OR SEALED WITH FACEPLATE GASKETS. 4, SEAL RIM JOIST BETWEEN HEATED FLOORS OR USE PRODUCT LIKE "TYVEK" ON EXTERIOR, 5, VAPOR BARRIER SHALL BE EITHER FACE STAPLED BATTS, 4 MIL. VISQUEEN OR AN APPROVED VAPOR BARRIER PAINT. SEPARATION BETWEEN DWELLING AND GARAGE/CARPORT; a, NO SEPARATION REQUIRED IF ENTIRELY OPEN ON 2 OR MORE SIDES AND NO ENCLOSED USES. (OPEN DECKS ABOVE ARE OKAY, NON -RATED WALLS AND OPERABLE WINDOWS BETWEEN THE DWELLING AND CARPORT ARE OKAY1. b, MINIMUM 1/2" GWB ON GARAGE/CARPORT SIDE OF WALLS REQUIRED FOR ALL GARAGES/CARPORTS NOT COVERED BY 1A ABOVE, C. 1-HOUR FIRE RATED WALL REQUIRED IF LESS THAN 5 FEET FROM PROPERTY LINE (NO OPENINGS ALLOWED LESS THAN 3' FROM PROPERTY LINE, 25% MAXIMUM OPENINGS BETWEEN 3' AND 5' TO PROPERTY LINE). OVERHANGS MUST BE A MINIMUM 2' FROM PROPERTY LINE, EXCEPT STEEL GUTTER ALLOWED CLOSER AND 5/8" GWB SHEATHING REQUIRED ON UNDERSIDE WHEN 5' OR LESS FROM PROPERTY LINE. EGRESS WINDOWS: REQUIRED FOR 1 WINDOW/BEDROOM OR SLEEPING AREA (BELOW 4TH FLOORS AND 1 WINDOW/BASEMENT. a, MIN, NET CLEAR AREA = 5.7 SQ. FT., (MIN, 310" x 416" IF DOUBLE HUNG OR 410" x 316" WINDOW IF SLIDERI. 5.0 SQ, FT, IF SILL HEIGHT IS WITHIN 44" OF GRADE (ABOVE OR BELOW1. b. MIN. NET CLEAR OPENING WIDTH = 20"; MIN. NET CLEAR OPENING HEIGHT = 24" C. MAX. SILL HEIGHT = 44" REQUIRED GLAZING FOR HABITABLE ROOMS; a. MIN, GLAZED EXTERIOR OPENING AREA = 8X OF FLOOR AREA, b. GLAZED OPENINGS NOT REQUIRED WHERE PERMANENTLY INSTALLED ARTIFICIAL LIGHT IS PROVIDED, c, OK IF OPENINGS ARE BELOW DECK & ROOFED PORCHES w/MIN. CEILING HEIGHT OF 7 FT, (LONG SIDE 65% OPEN), MECHANICAL/VENTILATION; REQUIRED FOR HABITABLE ROOMS OF ADDITIONS AND ALTERATIONS MORE THAN 500 SQ. FT. OR THAT INCLUDE A KITCHEN, BATHROOM AND OTHER AREAS WHERE COOKING ODOR OR EXCESS WATER VAPOR WILL BE PRODUCED, a, MIN. 50 CFM FOR BATHROOM AND LAUNDRY; MIN. 100 CFM FOR KITCHEN. b, MIN, AIR INTAKE OPENINGS = 4 SQ, IN, PER ROOM, C. WHOLE HOUSE FAN MUST OPERATE AS SPECIFIED IN IRC M1505,4 SMOKE ALARMS; REQUIRED INSIDE AND OUTSIDE OF SLEEPING AREAS AND ON ALL FLOORS, DIRECT WIRING IS REQUIRED FOR SMOKE DETECTORS, UNLESS REMOVAL OF INTERIOR WALL OR CEILING FINISHES IS NECESSARY TO INSTALL THE WIRING. CARBON MONOXIDE ALARMS; REQUIRED OUTSIDE SLEEPING AREAS AND ON ALL FLOORS, UNLESS WORK ONLY INVOLVES EXTERIOR SURFACES OF THE BUILDING. STAIR REQUIREMENTS; (APPLIES TO ALL R-3 STAIRS AND R-2 PRIVATE STAIRWAYS; a, MIN, WIDTH = 36" b, MAX, HEIGHT/RISE = 7-3/4"; MIN. TREAD RUN = 10" C. MIN. HEADROOM = 6'8" d, HANDRAIL 34"-38" ABOVE TREAD NOSING (RETURN ENDS) e, HANDRAIL GRASP DIMENSION; MIN. 1-1/4" MAX, 2" f, WINDING STAIRS; 1, MIN, TREAD RUN AT NARROWEST POINT = 6" 2. MIN. TREAD RUN 12" FROM NAORROWEST POINT = 10" SPIRAL STAIRS; 1, MIN. CLEAR WALKING AREA WIDTH = 26" 2. MIN. TREAD RUN 12" FROM NARROWEST POINT = 7-1/2" / MAX, RISER HEIGHT = 9-1/2" 3, MIN, HEADROOM = 616" CEILING HEIGHT IN ADDITIONS AND ALTERATIONS: a, MIN. TO", FOR NEW CONSTRUCTION OR ADDITIONS b, ROOMS WITH SLOPED CEILINGS REQUIRE MINIMUM CEILING HEIGHT IN 1/2 OF THE AREA, (PORTIONS OF THE ROOM WITH CEILING HEIGHT LESS THAN 5 FT. DO NOT COUNT IN TOTAL AREA. INSULATION; 1. FACED BATTS ARE LAPPED AND FACE STAPLED AT FRAMING MEMBERS, 2, ALL EXTERIOR WALL CAVITIES ARE FILLED WITH UNCOMPRESSED INSULATION, INCLUDING ALL CAVITIES ISOLATED DURING FRAMING, WIRING, AND PLUMBING, 3, ALL RECESSED FIXTURES IN EXTERIOR WALLS HAVE RIGID BOARD INSULATION BEHIND THEM, 4, UNDERFLOOR INSULATION IS SUPPORTED BY LATH, TWINE, OR OTHER NON -COMPRESSING MEANS. 5, ATTIC ACCESS IS BAFFLED, WEATHER-STRIPPED AND INSULATED. FOUNDATION LOCATION: PROPERTY CORNERS MUST BE ACCURATELY DETERMINED AND INDICATED ON SITE FOR FOUNDATION INSPECTION, A SURVEY MAY BE REQUIRED, FENCE LOCATIONS WILL NOT BE ACCEPTED AS ESTABLISHING PROPERTY CORNERS, OTHER REQUIREMENTS; a, GUARDRAILS; MUST BE AT LEAST 36" HT. W/ LESS THAN 4" SPACING BETWEEN INTERMEDIATE MEMBERS (42" MIN. HT. FOR R-2 EXTERIOR), b. FLOORINGS; BOTTOM MIN. 12" ABOVE EXPOSED GROUND IN CRAWL SPACE, TOP OF FOUNDATION WALL MIN. 6" ABOVE GRADE, C. CONCRETE SLABS ON GRADE; 3-1/2" MIN. THICKNESSES. d, PIER BLOCKS: MIN, 12" X 12" SIZE; RESTING ON CONCRETE PAD MIN, 12" BELOW GRADE, e, FOUNDATION WALLS; PROVIDE ONE N #4 REBAR TOP AND BOTTOM AND AT ALL WINDOWS/DOOR OPENINGS, LIMIT 4' MAX. BACKFILL, f, FOUNDATION ANCHOR BOLTS; MIN, 1/2" x 10"1 6 FT. ON CENTER MAX. WITH TWO (21 BOLTS PER PIECE OF PLATE AND AT LEAST ONE (1� BOLT WITH 12" AT END OF EACH PIECE (REQUIRED FOR NEW CONSTRUCTION), g. ALL STRUCTURAL SOFTWOOD PLYWOOD, PARTICLE BOARD, WAFER BOARD, AND OSB BOARD ARE STAMPED WITH EXPOSURE '1' OR 'EXTERIOR', h, WATER HEATER STORAGE TANK LABELED AS MEETING 1987 NAT'L APPLIANCE ENERGY CONSERVATION ACT, ASHRAE STANDARD 90A-1980 INSULATION TO R-16 OR R-10 PAD IF LOCATED OVER UNINSULATED SLAB. i, INSULATE HOT AND COLD WATER PIPES TO R-3 IN UNHEATED AREAS. (INSULATION FOR HOT WATER PIPE, BOTH WITHIN AND OUTSIDE CONDITIONED SPACE, SHALL HAVE A MIN R-VALUE OF R-3 PER WSEC R403.5.31 j, SHOWER REGULATOR TO LIMIT HOT WATER DISCHARGE TO 2.5 GPM k. WOODSTOVES AND FIREPLACES HAVE TIGHT FITTING DOORS, OUTSIDE COMBUSTION AIR DUCTED TO FIREBOX WITH ACCESSIBLE DAMPER, MIN 6 SQ IN FREE VENT AREA. TIGHT FITTING FLUE DAMPERS REQ'D, I. ALL GAS AND OIL COMBUSTION APPLIANCES HAVE A DIRECT VENT OR FORCED DRAFT VENTING, M. RECESSED LIGHTS ARE I.C. RATED, DOUBLE WALL CAN LIGHTS OR WITHIN SEALED WPGWB BOX -IN. n, CONTRACTOR TO PROVIDE (1) 1611x24" MINIMUM CRAWL SPACE ACCESS INTO NEW CRAWL SPACE AREA THAT IS ACCESSIBLE FROM EITHER THE OUTSIDE OR FROM THE EXISTING CRAWLSPACE AREA. OTHERWISE CONTRACTOR IS TO PROVIDE (1j 1811x24" MINIMUM CRAWL SPACE ENTRANCE THROUGH MAIN LEVEL FLOOR FRAMING THAT ACCESSES NEW CRAWL SPACE AREA. 0. A CERTIFICATE IS REQUIRED TO BE POSTED WITHIN 3' OF THE ELECTRICAL PANEL PER WSEC R401.3 AND INCLUDE THE FOLLOWING; PREDOMINATE R-VALUES, U-VALUES OF FENESTRATION, RESULTS FROM DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING, AND EFFICIENCIES OF HEATING/COOLING/WATER HEATING EQUIPMENT, p, A MIN OF 90 PERCENT OF PERMANENTLY INSTALLED LAMPS IN INTERIOR AND EXTERIOR LIGHTING FIXTURES MUST BE HIGH -EFFICIENCY LAMPS PER WSEC R404,1 INSULATION CLIMATE ZONE 5 AND MARINE 4 FENESTRATION U-FACTOR (b) 0.30 SKYLIGHT U-FACTOR (b) 0.50 CEILING R-VALUE (e) 49 WOOD FRAME WALL R-VALUE (9,h) 21 INT FLOOR R-VALUE 30 BELOW -GRADE WALL R-VALUE Ic,h) 10/15/21 INT+5TB SLAB R-VALUE & DEPTH (d,f) 101 2FT FOR SI; 1 FOOT = 304.8 MM, CI = CONTINUOUS INSULATION, INT = INTERMEDIATE FRAMING. a. R-VALUES ARE MINIMUMS. U-FACTORS AND SHGC ARE MAXIMUMS. WHEN INSULATION IS INSTALLED IN A CAVITY WHICH IS LESS THAN THE LABEL OR DESIGN THICKNESS OF THE INSULATION, THE COMPRESSED R-VALUE OF THE INSULATION FROM APPENDIX TABLE A101,4 SHALL NOT BE LESS THAN THE R-VALUE SPECIFIED IN THE TABLE. b, THE FENESTRATION U-FACTOR COLUMN EXCLUDES SKYLIGHTS. C. 1110/15/21 +5TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 CONTINUOUS INSULATION ON THE -21 CAVITY INSULATION PLUS A INTERIOR OF THE WALL, OR R THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. 1110/15/21 +5TB" SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. 115TB" MEANS R-5 THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL, d, R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB ON GRADE FLOORS, SEE R402.2.9,1. e, FOR SINGLE RAFTER- OR JOIST -VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38 IF THE FULL INSULATION DEPTH EXTENDS OVER THE TOP PLATE OF THE EXTERIOR WALL. f, R-7,5 CONTINUOUS INSULATION INSTALLED OVER AN EXISTING SLAB IS DEEMED TO BE EQUIVALENT TO THE REQUIRED PERIMETER SLAB INSULATION WHEN APPLIED TO EXISTING SLABS COMPLYING WITH SECTION R503,11, IF FOAM PLASTIC IS USED, IT SHALL MEET THE REQUIREMENTS FOR THERMAL BARRIERS PROTECTING FOAM PLASTICS, g, FOR LOG STRUCTURES DEVELOPED IN COMPLIANCE WITH STANDARD ICC 4001 LOG WALLS SHALL MEET THE REQUIREMENTS FOR CLIMATE ZONE 5 OF ICC 400, h, INT. (INTERMEDIATE FRAMING) DENOTES FRAMING AND INSULATION AS DESCRIBED IN SECTION A10312 INCLUDING STANDARD FRAMING 16 INCHES ON CENTER, 78 PERCENT OF THE WALL CAVITY INSULATED AND HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION, M EC HAN I CAL/VE NTI LATI O N AREAS TO BE EXHAUSTED EXHAUST RATES KITCHENS 100 CFM INTERMITTENT OR 30 CFM CONTINUOUS BATHROOMS/TOILET ROOMS 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS . •ial •. NUMBER OF BEDROOMS DWELLING UNIT FLOOR AREA (SQUARE FEET) 0-1 2 3 4 5 OR MORE AIRFLOW IN CFM <500 30 30 35 45 50 501-1000 30 35 40 50 55 1001-1500 30 40 45 55 60 1501-2000 35 45 50 60 65 2001-2500 40 50 55 65 70 2501-3000 45 55 60 70 75 3001-3500 50 60 65 75 80 3501-4000 55 65 70 80 85 4001-4500 60 70 75 85 90 4501-5000 65 75 80 90 95 2 BATHROOMS, TOILET ROOMS, AND KITCHENS SHALL INCLUDE A LOCAL EXHAUST SYSTEM, SUCH LOCAL EXHAUST SYSTEMS SHALL HAVE THE CAPACITY TO EXHAUST THE MINIMUM AIRFLOW RATE IN ACCORDANCE WITH TABLE M1505,4,4(1�, FANS REQUIRED BY THIS SECTION SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL OVERRIDE OR AUTOMATIC OCCUPANCY SENSOR, HUMIDITY SENSOR OR POLLUTANT SENSOR CONTROLS, AN "ON/OFF" SWITCH SHALL MEET THIS REQUIREMENT FOR MANUAL CONTROLS, MANUAL FAN CONTROLS SHALL BE READILY ACCESSIBLE IN THE ROOM SERVED BY THE FAN. 1, EXHAUST FANS SHALL MEET THE FOLLOWING CRITERIA: • EXHAUST FANS SHALL BE TESTED AND RATED IN ACCORDANCE WITH THE AIRFLOW AND SOUND RATING PROCEDURES OF THE HOME VENTILATING INSTITUTE (HVI 915, HVI LOUDNESS TESTING AND RATING PROCEDURE; HVI 916, HVI AIRFLOW TEST PROCEDURE; AND HVI 9201 HVI PRODUCT PERFORMANCE CERTIFICATION PROCEDURE), EXCEPTION: WHERE A RANGE HOOD OR DOWN DRAFT EXHAUST FAN IS USED FOR LOCAL EXHAUST FOR A KITCHEN, THE DEVICE IS NOT REQUIRED TO BE RATED PER THESE STANDARDS. • FAN AIRFLOW RATING AND DUCT SYSTEM SHALL BE DESIGNED AND INSTALLED TO DELIVER AT LEAST THE EXHAUST AIRFLOW REQUIRED BY TABLE M1505,44(1J, THE AIRFLOWS REQUIRED REFER TO THE DELIVERED AIRFLOW OF THE SYSTEM AS INSTALLED AND TESTED USING A FLOW HOOD, FLOW GRID, OR OTHER AIRFLOW MEASUREMENT DEVICE, LOCAL EXHAUST SYSTEMS SHALL BE TESTED, BALANCED AND VERIFIED TO PROVIDE A FLOW RATE NOT LESS THAN THE MINIMUM REQUIRED BY THIS SECTION, • DESIGN AND INSTALLATION OF THE SYSTEM OR EQUIPMENT SHALL BE CARRIED OUT IN ACCORDANCE WITH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. • FAN AIRFLOW RATING AND DUCT SYSTEM SHALL BE DESIGNED AND INSTALLED TO DELIVER AT LEAST THE EXHAUST AIRFLOW REQUIRED BY TABLE M1505,4,4(1). 2, WHOLE -HOUSE VENTILATION USING EXHAUST FANS MUST COMPLY WITH; • IRC M1505.4; EACH DWELLING UNIT SHALL BE EQUIPPED WITH A VENTILATION SYSTEM. THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1505.4.1 THROUGH M1505.4,4, • WHOLE -HOUSE VENTILATION FANS SHALL BE RATED FOR SOUND AT NO LESS THAN THE MINIMUM AIRFLOW RATE REQUIRED BY SECTION M1505.4.3.1, VENTILATION FANS SHALL BE RATED FOR SOUND AT A MAXIMUM OF 1.0 SONE, THIS SOUND RATING SHALL BE AT A MINIMUM OF 0.1 IN. W.C. (25 PA) STATIC PRESSURE IN ACCORDANCE WITH HVI PROCEDURES SPECIFIED IN SECTIONS M1505,411 AND M15054,13, 3, DUCTS MUST BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33 USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED. DUCT TIGHTNESS MUST BE VERIFIED BY EITHER A POST-CONSRUCTION TEST OR ROUGH - IN TEST PER WSEC R403,3.3. TOTAL LEAKAGE MUST BE LESS THAN OR EQUAL TO 4 CFM PER 100 SQ-FT OF CONDITIONED FLOOR AREA WHEN TESTED AT A PRESSURE DIFFERENTIAL OF 0.1" W.G. (25 PA) ACROSS THE ENTIRE SYSTEM. 4, PER IRC M1503,6, WHERE ONE OR MORE GAS, LIQUID OR SOLID FUEL -BURNING APPLIANCE THAT IS NEITHER DIRECT -VENT NOR USES A MECHANICAL DRAFT VENTING SYSTEM IS LOCATED WITHIN A DWELLING UNIT'S AIR BARRIER, EACH EXHAUST SYSTEM CAPABLE OF EXHAUSTING IN EXCESS OF 400 CUBIC FEET PER MINUTE (0,19 M3/5) SHALL BE MECHANICALLY OR PASSIVELY PROVIDED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE, SUCH MAKEUP AIR SYSTEMS SHALL BE EQUIPPED WITH NOT FEWER THAN ONE DAMPER COMPLYING WITH SECTION M1503,6.2, 5. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ, INCHES SHALL BE PROVIDED IN THE CLOSET ENCLOSURE OR MAKEUP AIR SHALL BE PROVIDED BY OTHER APPROVED MEANS PER SMC 504.6. Vertical Fenestration (Windows and doors) Component Description Ref. U-factor W1 - XO - EGRESS WSEC 0.30 W2 - XO WSEC 0.30 W3 - XO - EGRESS WSEC 0.30 W4 - XO WSEC 0.30 W5 - XO - EGRESS WSEC 0.30 SAFETY GLAZING FOR EXISTING OPENING REPLACEMENT; ACTUAL SIZE Width Height Sill Qt. Feet Inch Feet Inch Feet Inch 2 5 11 2 11 3 6 1 4 0 3 6 3 z 1 4 0 3 6 3 z 1 6 0 2 10.5 3 9 1 6 0 3 0 3 8 Su o Vertc 1 Fene tration Are and A Vertical Fenestration Area Weighted U = UA/Area 1. GLAZING IN DOORS; SAFETY GLAZING IS REQUIRED IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS, SAFETY GLAZING IS NOT REQUIRED IN A DOOR IF THE GLAZED OPENINGS DO NOT ALLOW THEPASSAGE OF A 3 INCH SPHERE, OR THE GLAZING IN THE DOOR IS DECORATIVE, 2. GLAZING ADJACENT TO DOORS; GLAZING ADJACENT TO DOORS IS REQUIRED IN THE FOLLOWING LOCATIONS IF THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES ABOVE THE WALKING SURFACE; WITHIN 24 INCHES OF EITHER SIDE OF THE DOOR IF GLAZING IS IN THE SAME PLANE AS THE DOOR, OR IF GLAZING IS IN A WALL PERPENDICULAR TO THE DOOR WITHIN 24 INCHES ON THE HINGE SIDE OF AN INSWING DOOR. SAFETY GLAZING IS NOT REQUIRED IF THERE IS AN INTERVENING WALL OR PERMANENT BARRIER BETWEEN THE DOOR AND THE GLAZING. 3. GLAZING IN WINDOWS; SAFETY GLAZING IN WINDOWS IS REQUIRED IF THE INDIVIDUAL PANEL MEETS ALL OF THE FOLLOWING REQUIREMENTS; • EXPOSED AREA OF THE INDIVIDUAL PANEL IS GREATER THAN 9 SQUARE FEET. • THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES FROM THE FLOOR • THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR, • THERE IS A WALKING SURFACE WITHIN 36 INCHES, MEASURED FROM THE GLAZING, HORIZONTALLY, EXCEPTIONS * DECORATIVE GLAZING * WHERE A HORIZONTAL RAIL CAPABLE OF RESISTING 50 PLF OF FORCE WITHOUT MAKING CONTACT WITH THE GLASS IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34-38 INCHES ABOVE WALKING SURFACE. 4, GLAZING IN RAILINGS AND GUARDS; ALL GLAZING IN GUARDS AND RAILINGS, INCLUDING STRUCTURAL BALUSTER PANELS AND NONSTRUCTURAL IN -FILL PANELS, IS REQUIRED TO BE SAFETY GLAZING. 5. GLAZING AND WET SURFACE: GLAZING IN WALLS, ENCLOSURES, OR FENCES AROUND SHOWERS, BATHTUBS, POOLS, HOT TUBS, SPAS, SAUNAS, AND STEAM ROOMS WHERE THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 60 INCHES FROM THE STANDING OR WALKING SURFACE IS REQUIRED TO BE SAFETY GLAZING. SAFETY GLAZING IS NOT REQUIRED WHERE THE GLAZINGIS MORE THAN 60 INCHES, HORIZONTALLY, FROM THE EDGE OF THE WATER, REFER TO IRC SECTION 312,2 FOR ADDITIONAL WINDOW FALL PROTECTION REQUIREMENTS. r-------------- Reviewed by City of Edmonds ; Planning Division -------------- APPROVED BY PLANNING _4a_� C)/1�1� Dec 05 2024 WINDOW & DOOR SCHEDULE NOTES; Area UA 34.5 10.35 14.0 4.20 14.0 4.20 17.3 5.18 18.0 5.40 1, XO = SLIDER, SH = SINGLE HUNG, DH = DOUBLE HUNG, FIX = PICTURE, C = CASEMENT 2. IF CONTRACTOR DECIDES TO REPLACE WINDOWS, THEY MUST MEET ENERGY PERFORMANCE STANDARDS, HEAT TREATMENT REQUIREMENTS AND EGRESS. 3. ALL WINDOWS SHALL BE NFRC CERTIFIED. 4, CONTRACTOR TO VERIFY EGRESS AND HEAT TREATMENT REQUIREMENTS WITH WINDOW & DOOR MANUFACTURER. 5. EGRESS WINDOWS SIZED FOR "MILGARD STYLE LINE" SERIES WINDOWS, CONTRACTOR TO VERIFY EGRESS REQUIREMENTS IF A WASHINGTON STATE ENERGY CREDIT CALCULATION; 1. 276 SF OF NEW HEATED FLOOR AREA, 1.5 CREDITS REQ'D, ENERGY CREDITS CHOSEN: 5.4 EFFICIENT WATER HEATING OPTION: 1.5 CREDITS WATER HEATING SYSTEM SHALL INCLUDE ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER I OF NEEA'S ADVANCED WATER HEATING SPECIFICATION ;__.._._.._._.._._.._._.._._.._._.._._.. ALL WORK SUBJECT APPROVED OBTAIN ELECTRICAL TO FIELD PLANS MUST BE PERMIT FROM INSPECTION FOR STATE LABOR & CODE COMPLIANCE ON JOB SITE INDUSTRIES ....................................... Work City Of Edmonds Building Department REMODEL AND DECKS Address ------------------ 9222 183RD STSBW Owner MACLLVAINE ----------------------- Approved Date 12/03/2024 Building Official ; OfACUX Permit Number BLD2023=1390----------- J z z O m o U) a. U w w O � a U M � Q - o o IR-o©..... r YEN DESIGN INC. (206) 432-1111 YENDES.COM APPROVALSTAMP RESUB Nov 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEER STAMP J w 0 O w J Q z w 0 U) w U) 0 Z O 2 0 W N N N MI W O Z Q W Z W 0 w m N J w .6 o m CD LIJ> N 00 J > M a �' U d � w o z 12� co > CO 00 zz J � O Q CN N 0 rn w O O 0 O 0 Z JOB NO. HALF SCALE W 0 W U W 23-0032 11x17 FULL SCALE 22x34 SHEET A1.1 J F- H z 2 z 0 m O H W W W O 0 d 0 W N N ® ® 0 o LU o cv YEN DESIGN IN (206) 432-1111 \, YENDES.COM UP BEDROOM FAMILY ROOM STR GARAGE APPROVAL STAMP CL RESUB Nov 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT / LAUNDRY � O O STORAGE SAUNA BATH ENGINEER STAMP 08 CL W/D a WH C7 � ^ 2 V) ~ W Qm N J Z J W W 0 O .6 p 0 co N W U) J Cy)ao U d � Q W W 0 Z w N > 00 zz 0 N -j - o w N a N 0 � 0 � W (D Z Z Q U) a_ X LL, O O J LL Z w 2 w a m JOB NO. 23-0032 EXISTING BASEMENT FLOOR PLAN 01 11 21 41 8 HALF SCALE 11x17 FULL SCALE 22x34 22x34: SCALE 1 /4" = 1'-0" 11 x17: SCALE 1 /8" = 1'-0" SHEET A2.1 cp 0 N n ZD 0 49'-8411 00 20'-32" 19'-74" 3'-44'I 10'-711 00 of 0111 I_ a I_ a 41-9 111 1 81-10 1 11 1-21 ° 1_ a 3'-53" .21. 16 3 1� 3 2 2 i. 6 i. 4 4i. 5 11 1. 4 4. U o � GARAC SD .=1N O \ �- W3 OFFICE 4' 2u T CV 3 6" 7011 �1S UP yy� E:1 2'-321' 121-7411 OF 0 51-241 51-1111 11-6211 00 5 A5.1 WINDOW WELL AS REQUIRED CL TYP, 1 7211 SD SD �` 3011V30 84 I I � SD CD )L II / --- —48" LN 3011 D ON II 3'-23u i I- 11 I 1 N / II 4 4 2 3 MUDROOM II - 22" � BATH 51_7n 4'-02° ET BAR N LAUNDRY SAUNA EF O TYP, co - I 5 UNCONDITIONED ry -u— —7 EF ---- STORAGE F_ — — — WH 6Ox32 6 4 REC ROOM 2811 NOT TO BE USED AS AN �\ ACCESSORY TYP, DWELLING UNIT :3) 1 7 3011 SD CDcp PROPOSED BASEMENT FLOOR PLAN 22x34: SCALE 1 /4" = 1'-0" 11 x17: SCALE 1 /8" = 1'-0" 2 81-102'1 701-8411 0' 11 21 4' 8' fA) 3'-104'1 24" 18'-6411 CL t� F1 LEGEND NEW STUD WALL 0 EXISTING WALL TO REMAIN NEW STUD WALL BETWEEN CONDITIONED & UNCONDITIONED 1////] SPACE. FILL WALL CAVITIES W/ R-21 BATT INSULATION & COVER W/ 1/211 MIN. GWB, EXISTING STRUCTURE TO BE REMOVED SD SMOKE DETECTOR INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON THIS SHEET FOR BALANCE OF INFORMATION CD CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP, EF EXHAUST FAN jINTERMITTENT� 50 CFM U,N,O, OSEE DOOR AND WINDOW SCHEDULE ON SHEET A1,1 FOR # DETAILED INFO, SEE 2/A5,1 & 4/A5.1 FOR FRAMING INFO, GENERAL NOTES A. PLANS MUST BE APPROVED BY THE GOVERNING BUILDING OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK COMMENCING, B. CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND EXISTING SHEAR / BRACED WALL LOCATIONS BEFORE REMOVING ANY WALLS. STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING INSPECTOR, YEN DESIGN IS TO BE CONTACTED IF ACTUAL EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS AFTER CEILING WALL COVERINGS ARE REMOVED, C. SEE SHEET A1.1 FOR COMMON CODE REQUIREMENTS, D. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO SLEEPING AREAS, CO DETECTORS TO BE INTERCONNECTED, E. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND WITHIN EACH SLEEPING AREA, DIRECT WIRING REQUIRED, SMOKE DETECTORS TO BE INTERCONNECTED, F. VERIFY WINDOW & DOOR ROUGH OPENING SIZES WITH WINDOW & DOOR MANUFACTURER. G. ALL DIMENSIONS TO STUD WALL, H. CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION, I, CONTRACTOR TO DETERMINE & VERIFY ALL WASTE DIVERSION REQUIREMENTS PER THE LOCAL JURISDICTION, CONTRACTOR MAY BE REQUIRED TO REQUEST LEED REPORTS FROM RECEIVING FACILITIES, J. DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 3" OFF WALL OR ON CENTER, AS APPROPRIATE, K. EXHAUST FANS IN UPPER LEVEL TO BE VENTED THROUGH ROOF, L. CONTRACTOR TO VERIFY EXHAUST POINTS ARE NOT LESS THAN 3' FROM PROPERTY LINES, 3' FROM OPERABLE OPENINGS INTO THE BUILDING, AND 10' FROM MECHANICAL AIR INTAKES, PLAN KEYNOTES 1, NEW INTERIOR STUD WALL, TYP, SEE 1/A5.1 FOR FRAMING INFO, 2, NEW WATER HEATER MEETING THE STANDARDS FOR TIER I OF NEEA'S ADVANCED WATER HEATING SPECIFICATION 3, STEP CIF REQUIREDI BETWEEN CONVERTED GARAGE FINISH FLOOR & EXISTING FINISH FLOOR NOT TO EXCEED 7 3/41' IN HEIGHT 4, PROVIDE A 1-3/8" SOLID -CORE WOOD, 1-3/811 SOLID OR HONEYCOMB STEELI OR 20MIN, RATED GARAGE/DWELLING DOOR EQUIPPED WITH A SELF -CLOSING DEVICE, 5, 80 CFM CONTINUOUS WHOLE HOUSE FAN AT 0,25" WATER GAUGE WITH A SONE RATING OF 1.0 OR LESS MEASURED AT 0.1 INCHES WATER GAUGE. IF FAN IS TO BE INTERMITTENT, APPLY VENTILATION RATE FACTOR PER IRC M1507,3,3�2� ON PAGE A1,1 TO CONTINUOUS FLOW RATE. 6, CONTRACTOR TO VERIFY EXISTING WALL BETWEEN CONDITIONED & UNCONDITIONED SPACE MEET INSULATION REQUIREMENTS. R-15 MIN, BATT INSULATION, 7, DOOR TO ROOM CONTAINING WHOLE HOUSE FAN, DOOR TO BE UNDERCUT 1/21' ABOVE FINISH FLOOR, 8, FLOOR TO BE FRAMED UP PER DETAIL 6/A5,1 J z 2 z o m o W O w w 0 d U N W N 00 u') a o o wo cN YEN DESIGN INC. (206) 432-1111 YENDES.COM APPROVAL STAMP RESUB Nov 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEER STAMP C7 w U) ~ 0 m N J Z J w w 0 O xs p N ao U) w J E 0 U m Q w w d < 0 z w N > CO z 0 N J co � O �n N UN2 � Cy)2 m o 0 Z LU Q (n J O 0- 0 O O LL Z W 5 W U) a m JOB NO. 23-0032 I HALF SCALE 11x17 FULL SCALE 22x34 ' SHEET A2.2 J Q H H z 2i z O 00 O a U H U w w O d U rM V Lu N N F L0 Q O � O � W O N DECK YEN DESIGN INC CL \, FOYER DN (206) 432-1111 YENDES.COM CL CL CL— LIVING ROOM BEDROOM BEDROOM CL APPROVAL STAMP z CL KITCHEN LN RESUB LEOO @°Nov 22 2024 BATH O DINING 0 CITY PA T MONDS DEVELOPMENT SERVICES VF-== MASTER DEPARTMENT BEDROOM ENGINEER STAMP M. �`' x IZ5 BATH 0 R E F71 DW 8 O E o V v / r MW Q < N_ J z J W LU o p p m N W J U) O) PATIO Q w a w z o w N > CO z 0 (V J , p N N N cn U � Of � 2 m o U z z Q J Cn X Lu O O LL z Q JOB NO. 23-0032 EXISTING MAIN FLOOR PLAN HALF SCALE 11x17 0' 1' 2' 4' 8' FULL SCALE 22x34 22x34: SCALE 1/4" = 1'-0" fA SHEET 11x17: SCALE 1/8" = 1'-0" A2.3 291-7211 411-0411 20'-04° 6'-34° 3'-42" 2'-4 10'-441100 or LEGEND 21_711 2° 13'-311 1'-1111 311 8' 1'-8" 1-311 2,-311 6, 4 21-1111 14 -800 411 00 2,-11 4 5-112'-151-0111 4 2,-311 51-11118' 4 ' NEW STUD WALL J 0 EXISTING WALL TO REMAIN o m o EXISTING STRUCTURE TO BE REMOVED D tz w 2 SD SMOKE DETECTOR o a o INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON uj m It ❑ ❑ ❑ ❑ THIS SHEET FOR BALANCE OF INFORMATION a � o CD CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP. w o c" (E) UNCOVERED EF EXHAUST FAN (INTERMITTENTI 50 CFM U.N.O. DECK 1 A4.1 SEE DOOR AND WINDOW SCHEDULE ON SHEET All FOR ® DETAILED INFO, SEE & FOR FRAMING INFO, 11A5j jjA5j 61 6011 3611 - YEN DESIGN INC N CL FOYER N GENERAL NOTES 206 432-1111 A. PLANS MUST BE APPROVED BY THE GOVERNING BUILDING YENDES.COM - OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK � 24" CL - 7011 ElCOMMENCING, - B. CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND II �' EXISTING SHEAR / BRACED WALL LOCATIONS BEFORE REMOVING O LIVING ROOM CL BEDROOM 3 ANY WALLS. STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD — III BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING SITTING III MASTER BEDROOM INSPECTOR. YEN DESIGN IS TO BE CONTACTED IF ACTUAL EXISTING FRAMING CONDITIONS VARY FROM PLAN ASSUMPTIONS ❑ _ AFTER CEILING WALL COVERINGS ARE REMOVED, — K W5 � _N SD II SD N C, SEE SHEET A1.1 FOR COMMON CODE REQUIREMENTS, k?N CL II m — 3011 D. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL APPROVAL STAMP _ _ _ _ _ _ _ _ _ _ _ _ _ _ 2411 — gyp— — - _ 11qqccl> c+)1� LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO _ SLEEPING AREAS, CO DETECTORS TO BE INTERCONNECTED. —I SD CD 3011 E. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF II N THE DWELLING AND WITHIN EACH SLEEPING AREA, DIRECT ® 2811 m°m 30 WIRING REQUIRED, SMOKE DETECTORS TO BE INTERCONNECTED. °m I III RESUB a EF — — J — EF IER �;`� F. VERIFY WINDOW & DOOR ROUGH OPENING SIZES WITH WINDOW & DOOR MANUFACTURER. Nov 22 2024 ioEloo BATH 1111100�FI�I BATH I- II 2 3' S g4 � I_ 11 8 84 CITY OFEDMONDS DEVELOPMENT SERVICES G. ALL DIMENSIONS TO STUD WALL, DEPARTMENT T DINING EF 110 FM c 2811 3011 H, CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO ENGINEER STAMP KITCHEN I EF WIC CONSTRUCTION. R E F11 DW EF I / J I 0 I. CONTRACTOR TO DETERMINE & VERIFY ALL WASTE DIVERSION REQUIREMENTS PER THE LOCAL JURISDICTION, CONTRACTOR MAY IEZ�l I BE REQUIRED TO REQUEST LEED REPORTS FROM RECEIVING 11 32 — — 0 FACILITIES. J, DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 311 OFF WALL U) Lu ® OR ON CENTER, AS APPROPRIATE, 0 K. EXHAUST FANS IN UPPER LEVEL TO BE VENTED THROUGH ROOF, w z w o p .6 o L. CONTRACTOR TO VERIFY EXHAUST POINTS ARE NOT LESS THAN 0 2 m N 0 3' FROM PROPERTY LINES, 3' FROM OPERABLE OPENINGS INTO w -i U) m THE BUILDING, AND 10' FROM MECHANICAL AIR INTAKES, 0 U 2 Q w w A4.1 z o w N CO> 0 CID U) N J CN 2 PLAN KEYNOTES N < N 0 - N LU 1. NEW INTERIOR STUD WALL, TYP, SEE 1/AFOR FRAMING INFO, 5.1 NEW COVERED PATIO I 2. [NOT USED] 0 Z — -- ---- — L1J Q 3. NEW PATIO & COVER PER STRUCTURAL U) J O 0 O 0 LL Z Q I 311 3 -84 1 111 20 -82 1 A4.1 1 111 1 111 2 -102 2 -24 1 111 4 -12 1 11, 2 -102 31 I_ 1 p , 111 2 11 2 54 1-74 4 7'-1111 00 21-1011 100 00 1'-111' 4 11-11'1 51-1111 41_711 441-4111 2 51-64 1" 51-112 �'1 3'-530 4 101-8111 4 701-8411 JOB NO. 23-0032 PROPOSED MAIN FLOOR PLAN HALF SCALE 11x17 O1 1' 2' 41 81 fA FULL SCALE 22x34 22x34: SCALE 1 /4" = 1'-0" SHEET 11 x17: SCALE 1 /8" = 1'-0" A2.4 F- — — — — — — — — — — — — — — — — — — — — — — — — — — - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- z i ......................... D ROOF PLAN 22x34: SCALE 1/4" = 1'-O" 11x17: SCALE 1/8" = 1'-O" LEGEND DS O WALL BELOW 5" SEAMLESS GUTTER DOWNSPOUT SEE KEYNOTES, THIS SHEET. NEW ROOF AREA EXISTING ROOF AREA PLAN KEYNOTES 1. PROPOSED DOWNSPOUT LOCATION. EACH DOWNSPOUT SERVES UP TO MAXIMUM OF 700 SQ-FT OF ROOF AREA, STORM WATER TO BE MITIGATED ON -SITE VIA SPLASH BLOCKS. DIRECT FLOW AWAY FROM NEIGHBORING PROPERTIES, 2, CONTRACTOR TO VERIFY EXISTING ATTIC VENTILATION IS NOT TO BE COVERED. z 2 z O m o a U U H w w O 0 a U M � uJ N N co Lo 0 0 wommmomm IV, 040 YEN DESIGN ING (206) 432-1111 YENDES.COM r_1»:z �11raa9 RESUB Nov 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEER STAMP 0 vJ ~ W co J z J W W 0 O C-6 p 0 co W N 00 W U U) � Q W W W 0 w N Z > z 0 (� J o � O w N Q N rn o W z Q J n L.L_ O O ry JOB NO. 23-0032 HALF SCALE l lxl7 FULL SCALE 22x34 SHEET A2.5 AM NORTH-WEST ELEVATION 22x34: SCALE 1/4" = V-0" 11x17: SCALE 1/8" = V-0" SOUTH-WEST ELEVATION 22x34: SCALE 1/4" = V-0" 11x17: SCALE 1/8" = V-0" Z 2 Z O m O U) t- U w w O � d U Lu N N �'tic e2 ui o wo©..... 01 YEN DESIGN INC. (206) 432-1111 YENDES.COM APPROVAL STAMP RESUB Nov 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEER STAMP C7 VJ ~ W Qm N J Z J W W 0 O .6 p 0 co N ao W 0 J c) U) � Q w W a 0 � w N Zco > 0 J 00 � z O w N a N rn o W U) Z O Q w J w JOB NO. HALF SCALE 23-0032 l lxl7 FULL SCALE 22x34 SHEET A3.1 SOUTH-EAST ELEVATION 22x34: SCALE 1/4" = V-0" 11x17: SCALE 1/8" = V-0" NORTH-EAST ELEVATION 22x34: SCALE 1/4" = V-0" 11x17: SCALE 1/8" = V-0" J F_ H z 2 z O m O H W W W O 0 d U W N N °r° Q o � o mo©..... 01 YEN DESIGN INC. (206) 432-1111 YENDES.COM APPROVAL STAMP RESUB Nov 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEER STAMP C7 VJ ~ W Qm N J Z J W W 0 O .6 p 0 co N ao W 0 J c) U) � Q w W a 0 � w N Zco > 0 J 00 � z O w N a N rn o W U) Z O Q w J w JOB NO. 23-0032 HALF SCALE l lxl7 FULL SCALE 22x34 SHEET A3.2 A, 2" x 2" WOOD/STEEL FILTER FABRIC SECURED TO 2" x 2" 14 GA WIRE FABRIC EQUAL 2 a 25' MIN RADIUS OP�y�P o � a4 QUARRY SPALLS Do f N 2-4" MIN DIA a4 a4 a4 12" MIN DEPTH Do D \ \ NATIVE BACKFILL MATERIAL 8►, T,9 15' MIN -I 1 e401 % PROVIDE FULL WIDTH OF INGRESS/EGRESS DETAIL NOTES: FILTER FABRIC MATERIAL IN CONTINOUS ROLLS USE STAPLES OR WIRE RINGS TO ATTACH FABRIC TO WIRE 10 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. 2" x 2" WOOD/STEEL POSTS O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. — NOTES: rTO WIRE MESH FENCE o SUPPORT FILTER 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED I I FABRIC ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 04 ! 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITHN'\� ADDITIONAL QUARRY SPACES AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO j�//j�/j�/j�/j�/jK/j�/j�/j�/j�/j�/j\/j�/j� j TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC\/\\/\\\\/\\ / RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. - BURY BOTTOM OF FILTER 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL N MATERIAL 8" TO 12" BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 6' MAX 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 *PROVIDE ATB OR ASPHALT NOTES: TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN ACTIVITY. BEFORE OTHER WORK CAN BEGIN REVISION DATE - REVISION DATE - STABILIZED CONSTRUCTION JANUARY2o18 FILTER FABRIC FENCE JANUARY2018 CITY OF EDMONDS ENTRANCE r ti�CITY OF EDMONDS FILTRATION SYSTEMS T�'' PUBLIC WORKS STANDARD �� PUBLIC WORKS STANDARD DEPARTMENT DETAIL DEPARTMENT DETAIL APPROVED BY: R. ENGLISH E R— 9 01 APPROVED BY: R. ENGLISH E R— 9 0 0 EDMONDS STANDARD EROSION DETAILS PT 1. 22x34: SCALE 1/4" = 1'-0" 11 x17: SCALE 1 /8" = V-0" z 2 Z O m O U U w w O � d U Lu N N � LO 0 6 mmmmmmmm 03 YEN DESIGN INC. (206) 432-1111 YENDES.COM APPROVAL STAMP RESUB Nov 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEER STAMP 0 U) ~ w Qm N J Z J w w o p .6 o 0 co N w J U U) a) Q w w d o � N z z w 0 N > J 00 � 0 w � N O) a 2 N rn o w 0 Q CL 0 Z U) Q Q w 0 p 0 Z Z O - 7>- O w ry w JOB NO. HALF SCALE 23-0032 11x17 FULL SCALE 22x34 SHEET A3.3 0 'K AREA AVAILABLE FOR SEDIMENT TRAPPING (TYP) IE CONTOUR LINE (TYP) ANGLE TERMINAL END UPHILL 24" TO 48" TO PREVENT FLOW AROUND WATTLE (TYP) WATTLE TRENCH, SEE NOTE 2 2"x2"x24" UN —TREATED WOODEN STAKE (TYP) SEE WATTLE SPACING TABLE (TYP) SECTION A -A W WATTLE INSTALLATION ON SLOPES NOTES: WATTLE (TYP) SEE DETAIL 2" MIN' 5" MAX. z N 2"x2"x24" UN —TREATED WOODEN STAKE (TYP) „ 3 MIN 4" MAX 8" DIAMETER MIN WATTLE DETAIL 8" DIAMETER WATTLE SPACING TABLE SLOPE MAXIMUM SPACING 1 H:1 V 10'-0" 2H:1 V 20'-0" 3H:1 V 30'-0" 4H:1 V 40'-0" >4H:1 V ONE RUN ONLY J H H Z 2 Z O m O U) t- U w w O � d U Ce) Lu N N � eo ui 0 6 mmmmmmmm 03 YEN DESIGN INC. (206) 432-1111 YENDES.COM APPROVAL STAMP RESUB Nov 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEER STAMP 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION. w m N 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10). w Z w o p o 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT N w J 00 UNDERCUTTING. u a cl) 0 J U d w 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE z Q � o SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND CO w N J 00 zo SURFACE. U) N v N mo _ REVISION DATE CITY OF EDMONDS JANUARY 2018 cV Q � WATTLE INSTALLATION STANDARD ��''-m PUBLIC WORKS J DEPARTMENT DETAIL < Q APPROVED BY: R. ENGLISH ER - 9 0 3 v, o � Z Z 0 0 pU) 0 w ry w EDMONDS STANDARD EROSION DETAILS PT 2. 22x34: SCALE 1/4" = 1'-0" 11 x17: SCALE 1 /8" = V-0" JOB NO. HALF SCALE 23-0032 l lxl7 FULL SCALE 22x34 SHEET A3.4 � ROOF PEAK TOP OF NEW COVERED PATIO jI, MAIN LEVEL TOP PLATE ------------------------ II A II I LONGITUDINAL SECTION 22x34 SCALE; 1/411=11-011 11x17 SCALE; 1/811=11-011 TRANSVERSE SECTION 22x34 SCALE; 1/411=11-011 11x17 SCALE; 1/811=11-011 LIVING ROOM L L RAL ELEMENTS ARE FOR REFERENCDISCREPANCES OCCUR, STRUCTURAS GOVERN DESIGN, J H z 2 z O m O H W W W O 0 d U N w N co u') Q o � o o LucN 01 YEN DESIGN INC. (206) 432-1111 YENDES.COM APPROVAL STAMP RESUB Nov 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEER STAMP C7 VJ ~ W Qm N J Z J W W 0 O C-6 p U N ao W J U Q w W d 0 w N Zco > 0 J 00 � z O w N a N rn o W U) Z O U w CD Z J_ m JOB NO. 23-0032 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A4.1 JOIST OR IEI JOIST OR RAFTER RAFTER/TRUSS REMOVE FINISHES 2X BLOCKING w/ PER CONTRACTOR 2X BLOCKING w/— �31 10d EA END RECOMMENDATION �3) 10d EA END UNLESS PERP. UNLESS PERP. FRMG ABOVE �31 10d @ EA BLKG FRMG ABOVE SOLE PLATE w/ PWDR ACTUATED - �3) 8d @ 16"o/c DOUBLE TOP FASTENERS PLATE EMBEDDED 1" INTO SLAB @ 16" O.C. (E) SHTG �N) INTERIOR NON -BEARING WALL CONC. SLAB )E) JOIST NEW INTERIOR WALL SECTION SCALE: 1 "=1'-0" d P.T. SOLE PLATE - w/ GALVINIZED NAILS OR BETTER i 77-1 ---------------- �o � ni � � i � 6 wN J z 0 o N I w z = w :2 0 o 0 z z wQf wo N U- 1 Lu 6 0 w LU I. I N __j w jad 5 Q� 1 1. z I X< Lu Lu I 4. I (� 1 I -------- - 9 — 3 I �� d ° 4 d' L ----- ------ F_ I� °< d. TYPICAL BASEMENT WINDOW SECTION SCALE: 1 "=1'-0" I\LIVIV VL I 11V1:JIIES PER CONTRACTOR RECOMMENDATION �3) 10d @ EA BLKG DOUBLE TOP PLATE (N) INTERIOR NON -BEARING WALL BRACE HEADER WITH - j1) 16d NAIL TOENAILED TO TOP PLATE ABOVE @ 24" o.c., OPENING SOLE PLATE IR01 ROUGH OPENING TYP. OPENING FRAMING SCALE: 1 /2"=1'-0" SECTION KEYNOTES 1. EXISTING JOISTS 2. HEADER PER PLAN. FILL SPACE BEHIND HEADERS W/ RIGID INSULATION, 3. EXISTING FOUNDATION WALL 4. 1/2" GYPSUM BOARD 5. 2X4 STUD WALL w/ STUDS @ 16" O,C, PLACED 2" OFF WALL 6. R-21 INSULATION 7. 2x DOUBLE TOP PLATE 8. 2X6 P,T, BOTT PLATE ATTACHED W 3" POWDER ACTUATED FASTENERS @ 48" O.C. MAX. 9. EXISTING SLAB 10. EXISTING WALL COVERING 11, CONCRETE BLOCKS OR PRE -MANUFACTURED WINDOW WELL 12. UNUSED 13. FREE -DRAINING GRAVEL CONT DBL TOP PLATE HEADER PER PLAN FLUSH TO EXTERIOR CRIPPLE STUDS TO ALIGN w/ TRIMMERS FULL HEIGHT KING STUD OR POST PER PLAN OPTIONAL 2X TO MATCH WALL TYPE STUD WALL FRAMING 2X TRIMMER JACK STUD) QTY PER HEADER SCHEDULE. FACE NAIL TO KING STUD DOUBLE 2X SILL PLATE CRIPPLE STUDS TO ALIGN w/ STUD WALL FRAMING —2x P,T, SLEEPERS @ 24" o.c. MAX RIPPED TO MATCH SLOPE OF SLABI MINIMUM DEPTH OF 1 1/211, TREAT CUT SIDE WITH WOOD PRESERVATIVE 3/4" PLYWOOD SUBFLOOR R-7.5 RIGID INSULATION BETWEEN SLEEPERS 2X4 DOUBLE TOP PLATE II/1 2X BLOCKING w/ �3) 10d EA END UNLESS PERP. FRMG ABOVE IE) CONIC, WALL 2x4 STUD WALL 1/2" GYPSUM BOARD R-21 BATT INSULATION PWDR ACTUATED FASTENERS EMBEDDED 1" INT( SLAB @ 16" O.C. ---F_TT II/1 IIIIII IIIIII )3) 10d @ EA BLKG 11 1 FIN. GRADE I I I ----------� jE) SLAB ON GRADE I— �E) CONC. FOOTING I � I TYP. FURRED WALL SECTION SCALE: 1 "=1'-0" REFER TO CONSTRUCTION TIPS SHEET 25 FOR MORE INFO R-5 RIGID INSULATION ON STEMWALLS UP TO 9" EXPOSED HEIGHT 6 MIL VAPO-K BARRIER ON TOP OF SLAB, LAP SPLICES 12" MIN, & RUN 6" MIN. UP SIDES GARAGE FLOOR DETAIL SCALE: 1 "=1'-0" DOUBLE TOP PLATE R-10 RIGID INSULATION R-21 BATT INSULATION WINDOW SECTION SCALE: 1 "=1'-0" J H z 2 z o m o tz w O w w 0 d U w N N 00 u') a o � o wo N HEADER BEN DESIGN INC (206) 432-1111 YENDES.COM APPROVAL STAMP RESUB Nov 22 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ENGINEER STAMP C7 U~ w Qm N J z J w w 0 O .6 p N ao w J U U) m Q w w d 0 N zco > w o N 00 z o w N a N m 0 w JOB NO. 23-0032 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A5.1 seal: Lr:GENn C O ® INTERIOR BEARIN6 WALL tiG Q 4 C - - - BEARIN6 WALL ABOVE (B.W.A.), OR SHEARWALL y ABOVE (5.W.A.) O — - - — BEAM / HEADER O = = INTERIOR SHEAR WALL PANEL OR EXTERIOR SHEAR WALL w/ 5" o.G. EDGE NAILING �S`sIpNAL� G INDIGATES AREA OF ROOF OVERFRAMIN6 © copyright : MULH L J L METAL HANGER Structural Engineering, Inc. INDIGATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. Cen INDICATES HOLDOWN. W W REFER TO 5-0.0 POR + TYP I GAL STRUCTURAL NOTES 4 50HEPULE5CC 6 W a �Z M� W - LU - I I I I I I I I I I GONTAGT MULHERN + KULP IF EXI5TIN6 GONDITION5 DIFFER I FROM THO5E 5HOWN/A55UMED ------------------------------------------------� I M&K project number: TEMPORARY 5HORIN6 15 THE 25 -250 9 RESPONSIBILITY OF THE BUILDER/GONTRAGTOR project mgr: NJM drawn by: RXS I I issue date: 07-17-2023 REVISIONS: I I EXI5TIN6 I date: initial: FOUNDATION I 11/21/2024 MMK TO REMAIN I I ARGH REV1510 6 I I I I RESU I I Nov 22 202 CITY OF EDMONDS DEVELOPMENT SERVIC DEPARTMENT W I I Q -------------------------------------------------------------------J I Z _ I L m I /Z I 1z Q 7'L/ -J I I 24"x24"xIb" PLAIN GONG. FT6. (TYP. OF 6) I PORCH SLAB -SEE NOTES ON o 5-0.0 ILI -1 5D-I I I I 3 0 5D-I n � IJ, z r- -1 F- -1 0 r /Z 1 0 --- 4 m LQ 4 k/ J Q P 1L/ J �—' W Q 10 Ci I/4 40, I4 1 Q z 0 — 0 �. �l Q �CU�I Afi I CN PLANLL SCALE: I/4"=I'-0" 0 ) Ld sheet: Sm 1.0 seal: LE&ENS ��IC O ® INTERIOR BEARIN6 WALL tiG Q 4 C BEARIN6 WALL ABOVE (B.W.A.), OR 5HEARWALL y ABOVE (5.W.A.) 4 — - - — BEAM / HEADER 4 = = INTERIOR SHEAR WALL PANEL OR EXTERIOR SHEAR WALL w/ 5" o.G. EDGE NAILING �S`sIpNAL� C INDIGATES AREA OF ROOF OVERFRAMIN6 ©coPyrignt Per Revision 2, no longer in scope of project and not approved by the Planning Division J L METAL HANGER Structural Engineering, Inc. INDIGATES POST ABOVE. PROVIDE SOLID BLOGKIN6 UNDER POST OR JAMB ABOVE. 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