Loading...
REV1 APPROVED ENG BLD-BLD2021-1367+Architectural_Plan+10.4.2022_2.10.16_PM+3145420I PROJECT DESCRIPTION POST -APPROVAL REVISION 1 TO PERMIT BLD 2021-1367:- - UPDATED INTERIOR REMODEL TO EXISTING SFR. EXISTING INTERIOR STAIR TO BE REMAINED. EXPENDED EXISTING COVERED DECK AND RELOCATED DECK STAIR. NO CHANGE TO EXISTING ROOF. REMOVE EXISTING GROUND DECKAND REPLACE WITH NEW PATIO CONCRETE SLAB, PER PLAN. PLAN KEYNOTES - FULL WIDTH I, RESERVED. 'ESS/EGRESS �� \ \ 2. IEI DOWN SPOUT TO SPLASH BLOCK TYP. / \ NO CHANGE TO EXISTING ROOF. I I LEGAL DESCRIPTION CITY OF EDMONDS BILK 074 D-00 - LOTS 20 & 21 Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. 264' ALLEY 266' PROP RF��LIN/ Ek±60,95'\ DETAIL NOTES: IF- 3. RESERVED. � 0 THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE / AND/OR INTO THE PUBLIC RIGHT—OF—WAY. 4. RESERVED. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. d NOTES: Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance 1. SURFACE WATER — ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED of any currently existing illegal, nonconforming or ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. unpermitted building, structure or site condition which 264' 2. MAINTENANCE — THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING is outside the scope of the permit application, regardless OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT—OF—WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO of whether such building, structure or condition is A TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC shown on the site plan or drawing. Such building, 2 RIGHT—OF—WAY MUST BE REMOVED IMMEDIATELY. structure or condition maybe the subject of a separate _f 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPACES AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING enforcement action. ADJACENT RESIDENCE-'— / DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS• < 1 4 ACRE 30 < 1 ACRE 50 < 3 ACRE 1GO > 3 ACRE 1GO -PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN � REVISION DATE STABALIZED CONSTRUCTION JANUARY zo,6 CITY OF EDMONDS ENTRANCE STANDARD PUBLIC WORKS DETAIL DEPARTMENT APPROVED BY: R. ENGLISH ER-901 0 APPROVED BY PLANNING Oct 19 2022 ENGINEERING DIVISION APPROVED AS NOTED 11/01/2022 REVIS� PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION OFFICIAL D DATE z m! (L D`) Ll } W D_ O a 2 1= S.S.B. /J Al I I I EXISTING RESIDENCE 857 WALNl$T SI EDMONDS'WA4 98020 I I III L_+_ S.S.B. -- I SILT FENCE PER DETAIL ON THIS SHEET ° ALL WORK SUBJECT TO FIELD �. ` INSPECTION FOR °; CODE COMPLIANCE I* ' PROP`LINE 16095' I I APPROVED I PLANS MUST BE ON JOB SITE NOTE: INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS, AND ALL OTHER MEASURES THAT MAY Be REQUIRED DURING CONSTUCTION. NOTE: ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13. NOTE: NO EASEMENTS ON SITE PER SNOHOMISH COUNTY OFFICIAL RECORDS SEARCH (EI GROUND DECK I I UPPER DECK TO BE REMOVED BELOW. IN) PA7�10 CONC. SLAB ON GR DE PER PLAN v v— EXTEND DECK WALKWAY AN[ MOVE STAIR —268' / 3'X4' CONC LANDING AT BOTTOM OF STAIR. — I— — — — I —270' I 21 6' MAX OBTAIN ELECTRICAL PERMIT FROM / I STATE LABOR & 264 266' 2668' 270' 272' NOTES: INDUSTRIES V"VA UT ST SIDE SEWER LINE MAIN SEWER LINE WATER 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER METER EROSION CONTROL THROUGHOUT PROJECT. CITY INSPECTION REQUIRED ON NO STORMWATER MANAGEMENT SYSTEM 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ALL EROSION CONTROL METHODS REQUIRED AT THIS TIME. IF NEW AND/OR ACTIVITY. BEFORE OTHER WORK CAN BEGIN OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING REPLACED IMPERVIOUS SURFACE EQUALS ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY REVISION DATE UTILITIES MAY REQUIRE A SEPERATE PERMIT. 2000SQFT OR GREATER, A STORMWATER CITY OF EDMONDS PUBLIC WORKS DEPARTMENT FILTER IF IF JANUARY 2018 MANAGMEMENT SYSTEM MAY BE REQUIRED FILTRATION SYSTEMS STANDARD SITE PLAN PER CITY CODES AND STANDARDS DETAIL APPROVED BY: R. ENGLISH ER-900 SCALE 22X34 1" = 10'-0" SCALE 11X17 1" = 20'-0" I U) W IQ $0' `272' d: I I DI LEGEND I 1 10 PROPERTY LINE OF PROPOSED PROJECT D z w PROPERTY LINE OF ADJACENT PROPERTIES z 0 w 0 0� CONTOUR LINE 2' ELEVATION CHANGE w EXISTING STRUCTURE W/ 0 a INTERIOR RENOVATION 0 EXISTING STRUCTURE o w ® NOT USED Q s — — CENTER LINE OF STREET EDGE OF CONCRETE ------- ROOF OUTLINE '' — — — PROPERTY SETBACK YEN DESIGN INC. 206.432.1111 =—IXIISSETIING W W W.YENDES.COM APPROVAL STAMP FOOTING DRAIN SIDE SEWER LINE MAIN SEWER LINE / \I EXISTING TREES/FOLIAGE I ENGINEER STAMP OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE REVISION VICINITY MAP ArN, Oct os2D22 CITY EDMONDS FROM GOOGLE MAPS SERVI DEVELOPMENTSERVICES DEPARTMENT IEI COVERED FRONT PORCH IEI WALKWAY ROOF RIDGE LINE IEI MAIN FLOOR GARAGE Aldo 57 Walnut St, Edmonds, WA 98020 Walnut St A a,da�,I PROJECT INFORMATION OWNER MALFAVON ALBERTO OREJEL JURISDICTION EDMONDS PARCEL NUMBER 00434207402000 ZONING RS-6 YEAR BUILT 1967 MINI STOCK PILE LOT AREA 6820 SQ-FT ZONE (COVERED WITH 6 MIL (MINI 274' CLEAR PLASTIC SHEATHING) SHEET INDEX IEI PARKING ENTRANCE C1.1 SITE PLAN & PROJECT INFO TO BE USED CONSTRUCTIONN C1.2 YARD AND LOT COVER / ENTRANCE CALCS I IEI EDGE OF CURB A1.1 GENERAL NOTES & / 274' (E) EDGE OF WINDOW & DOOR SIDEWALK SCHEDULE MANHOLE RIM A2.1 BASEMENT FLOOR PLANS BENCHMARK A2.2 MAIN FLOOR PLANS @ 275' ELEV 2 CD Q A3.1 ELEVATIONS 0 A3.2 ELEVATIONS A5.1 ARCHITECTURAL DETAILS 0' 2.9 5' 10, 20' SSHE: IS SIKUL.IUKAL PLANS " BLD2021-1367 T w p OZ .0 ap�F- LU LLI O Z to J z w w � 0 non _J o Q W r m III QLL O J Z 0— - w 1-- [__ U En LLI O a 06 JOB NO. 21-0183 I FULL SCALE 22x34 ' C1.1 LEGEND A CONDITIONED AREA INCLUDED IN TABULATIONS UNCONDITIONED SPACE NOT INCLUDED IN TABULATIONS Al CONDITIONED SPACE BASEMENT LEVEL MAIN LEVEL EXISTING 689 SQ-FT 1145 SQ-FT NEW 0 SQ-FT 0 SQ-FT TOTAL 689 SQ-FT 1145 SQ-FT TOTAL 1834 SQ-FT 0 SQ-FT 1834 SQ-FT UNCONDITIONED SPACE EXISTING NEW TOTAL BASEMENT PATIO SLAB - SQ-FT 445 SQ-FT 445 SQ-FT MAIN COVERED DECK 133 SQ-FT 177 SQ-FT 310 SQ-FT COVERED PORCH 119 SQ-FT 0 SQ-FT 119 SQ-FT GARAGE 566 SQ-FT 0 SQ-FT 566 SQ-FT TOTAL 818 SQ-FT 622 SQ-FT 1440 SQ-FT TOTAL AREA: 3274 SQ-FT MAIN LEVEL AREA TABULATIONS AVERAGE BUILDING ELEVATION CALCULATION MIDPOINT ELEVATION A = 264.75 B = 268 C = 270 D = 265.25 1068.00 Formula 1: 1068.00 1 = 267 I 4 MAX HEIGHT =25 FEET I (DOUBLE TOP PLATE OR SPECIFIC CIRCUMSTANCES?) DATUM POINT (MANHOLE RIM SEE SITE PLAN) = 275 FEET AVERAGE GRADE = 267 FEET AVERAGE GRADE CALCULATION AND HEIGHT CODE: 16.20.030 TABLE 21" Zone RS-6 Corner X Flag _ Setbacks: Required Proposed Street E/S 20/20 24/20+ Sides N/W 5/5 5+/7 Rear Other 25 12 Height Ii I mi EXISTING 'I REQSI1 ENCE No, TA I IILL -1 LOT AREA 6820 SQ-FT Q Q WALNUT ST COVERED FRONT PORCH 12 SQ-FT COVERED DECK 255SQ-FT rl PROPOSED IMPERVIOUS MAIN DWELLING 395Q-FT TOTAL 1706 SQ-FT LOT AREA 6820 SQ-FT NEW COVERED DECK 132 SQ-FT MAX LOT COVERAGE _ (6820 SQ-FT * 35%) = 2387 SQ-FT TOTAL 132 SQ-FT (MAX) PROPOSED LOT COVERAGE = 1706 SQ-FT < 2387 SQ-FT (OK) MAX NEW IMPERVIOUS = (2000 SQ-FT) (MAX) IMPERVIOUS AND LOT COVERAGE PROPOSED IMPERVIOUS=132SQ-FT<2000SQ-FT(OK) CODE: 16.20.030.TABLE A EXISTING IMPERVIOUS LOT AREA 6820 SQ-FT WALKWAY 102 SQ-FT COVERED FRONT PORCH 44 SQ-FT COVERED DECK 63 SQ-FT DRIVEWAY 677 SQ-FT MAIN DWELLING 2075 SQ-FT TOTAL 2961SQ-FT EXISTING IMPERVIOUS COVERAGE = 2961 SQ-FT (OK) A" P4,p YEN DESIGN INC. 206.432.1111 WWW.YENDES.COM APPROVAL STAMP ENGINEER STAMP REVISION Oct 05 2022 CITY DMONDs VE DE NTSERVICES DEPARTMENT LLEYCO _ F o 0z I I .0 I I U co o W �Zz 55 ti wiz 1.51 zo 1 30 w co m a I Q a a0 aw H O I I F- STREET SET BACK = 20 FEET REQUIRED I I I -Zi) STREET SET BACK = 20' ( ) SIDE YARD =5FEET REQUIRED I — _ I Q SIDE YARD = 5' U CO Z) Z I J JOB NO. 21-0183 HALF SCALE 1,x17 YARD CALCULATIONS _ _ FULL SCALE 22x34 CODE: 16.20.030.TABLE A W LNUT ST SHEET OF 16 C1.2 GENERAL 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 OPENABLE WINDOWS BETWEEN THE DWELLING AND CARPORT ARE OKAY). 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, 25N 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 FLOOR) AND 1 WINDOW/BASEMENT. a. MIN. NET CLEAR AREA = 5.7 SQ. FT., (MIN. Y0" x 4'6" IF DOUBLE HUNG OR 4'0" x 3'6" WINDOW IF SLIDER). 5.0 SQ. FT. IF SILL HEIGHT IS WITHIN 44" OF GRADE (ABOVE OR BELOW). b. MIN. NET CLEAR OPENING WIDTH = 20"i MIN. NET CLEAR OPENING HEIGHT = 24" C. MAX. SILL HEIGHT = 44" (ONE PERMANENTLY INSTALLED STEP WITH MAX, 811 RISE AND MIN, 911 RUN OKAY FOR EXISTING BEDROOMS) REQUIRED GLAZING FOR HABITABLE ROOMS: a. MIN. GLAZED EXTERIOR OPENING AREA = 8% OF FLOOR AREA. b. GLAZED OPENINGS NOT REQUIRED WHERE PERMANENTLY INSTALLED ARTIFICIAL LIGHT IS PROVIDED, C. OK IF OPENINGS ARE BELOW DECK 6 ROOFED PORCHES w/MIN. CEILING HEIGHT OF 7 FT. (LONG SIDE 65% OPEN1. 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 = 68" 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" g. 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. 7'0": FOR NEW CONSTRUCTION OR ADDITIONS b. MIN. 64": IF BUILDING WAS IN EXISTENCE PRIOR TO 10/17/79 ISEE DR 23-2008 FOR SPECIFICS). C. 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 19 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 LESS THAN 36" HT. MAX. 4" SPACING BETWEEN INTERMEDIATE MEMBERS 142" MIN. HT. FOR R-2 EXTERIOR) b. FOORINGS: BOTTOM MIN.12" ABOVE EXPOSED GROUND IN CRAWL SPACE, TOP OF FOUNDATION WALL MIN. 6" ABOVE GRADE. C. CONRETE SLABS ON GRADE: 3-1/2" MIN. THICKNESSES. d. PIER BLOCKS: MIN. 1211 X 12" SIZE; RESTING ON CONCRETE PAD MIN. 1211 BELOW GRADE. e. FOUNDATION WALLS: PROVIDE ONE (1) #4 REBAR TOP AND BOTTOM AND AT ALL WINDOWS/DOOR OPENINGS, LIMIT 4' MAX. BACKFILL. f. FOUNDATION ANCHOR BOLTS: MIN. 1/211 x 1011, 6 FT. ON CENTER MAX. WITH TWO (2) BOLTS PER PIECE OF PLATE AND AT LEAST ONE (1) BOLT WITH 1211 AT END OF EACH PIECE (REQUIRED FOR NEW CONSTRUCTION). g. ALL STRUCTURAL SOFTWOOD PLYWOOD, PARTICLE BOARD, WAFER BOARD, AND OSB BOARD ARE STAMPLED WITH EXPOSURE '1' OR 'EXTERIOR'. h. WATER HEATER STORAGE TANK LABELED AS MEETING 1987 NAT'L APPLIANCE ENERGY CONSERVATION ACT. ASHRAE STANDARD 9OA-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 R403.5.3) j. SHOWER REGULATOR TO LIMIT HOT WATER DISCHARGE TO 2.5 GPM k. WOODSTOVES AND FIREPLACES HAVE TIGHT FITING 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) 161144" 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 (1) 181lx24" 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 INSULATION1 FENESTRATION REQUIREMENTS• CLIMATE ZONE 5 AND MARINE-4 FENESTRATION U-FACTOR Ik) 0.30 SKYLIGHT U-FACTOR W 0.50 GLAZED FENESTRATION SHGC (b,el NR CEILING R-VALUE (k) 49 WOOD FRAME WALL R-VALUE )c) 21 INT MASS WALL R-VALUE (dl 21/21 FLOOR R-VALUE 30 BELOW -GRADE WALL R-VALUE (e,c) 10/15/21 INT � TB SLAB R-VALUE 6 DEPTH (9,h) 10, 2FT FOR 61: 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, THE SHGC COLUMN APPLIES TO ALL GLAZED FENESTRATION. c. 1110/15/21 -TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. "10115/21 +TB" 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. "TB" MEANS 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. THERE ARE NO SHGC REQUIREMENTS IN THE MARINE ZONE. f. RESERVED. g. RESERVED. h. RESERVED. i. THE SECOND R-VALUE APPLIES WHEN MORE THAN HALF THE INSULATION IS ON THE INTERIOR OF THE MASS WALL. j. RESERVED. k. FOR SINGLE RAFTER- OR JOIST -VAULTED CEILINGS, THE INSULATION MAY BE REDUCED TO R-38. INT INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. LOG AND SOLID TIMBER WALLS WITH A MINIMUM AVERAGE THICKNESS OF 3.5 INCHES ARE EXEMPT FROM THIS INSULATION REQUIREMENT. WHERE EXISTING FRAMING CAVITIES ARE EXPOSED DURING CONSTRUCTION, THE CAVITIES MUST BE FILLED TO FULL DEPTH WITH BATT INSULATION OR INSULATION HAVING AN EQUIVALENT NOMINAL R-VALUE OF R-15 AT 2x4 WALLS OR R-21 AT 2x6 WALLS PER WSEC 503.1.1 MECHANICAL/VENTILATION LOCAL•M1505,44 AREAS TO BE EXHAUSTED EXHAUST RATES KITCHENS 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS BATHROOMWTOILET ROOMS, LAUNDRY MECHANICAL EXHAUST ROOMSJNDOOR SWIMMING POOL ROOMS, SPA CAPACITY OF 50 CFM ROOMS, INTERMITTENT OR 20 CFM CONTINUOUS CONTINUOUS SYSTEM AIRFLOW WHOLE -HOUSE RATE MECHANICAL VENTILATION REQUIREMENTS M1505,4,3(1) DWELLING UNITIIIII�®IIIII�IIIII�IIIIIII� FLOOR (SQUARE INTERMITTENT WHOLE -HOUSE MECHANICAL VENTILATION RATE FACTORS M15054,3(21 RUN P IN MENNEM EACH 4-HOUR SEGMENT 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 920, 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 M1505.4.4(i). 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. 125 PA) STATIC PRESSURE IN ACCORDANCE WITH HVI PROCEDURES SPECIFIED IN SECTIONS M1505.4.1.2 AND M1505.4.1.3. 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 M3/6) 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 DI -SOLID IWSEC 1 0.30 W11-C-EGRESS IWSEC 1 0.30 ACTUAL SIZE Width Height Sill Qt. Feet Inch Feet inch Feet Inch 1 3 ° 6 3 0 ° 1 2 11 41 111 1 1 Sum of Vertical Fenestration Area and UA 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 15 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 HORIZONTALLY, FROM THE GLAZING. EXCEPTIONS T 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 1S 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. Area UA 20.0 6.00 14.3 4.30 20.0 6.00 0.30 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 d DOOR MANUFACTURER. 5. EGRESS WINDOWS SIZED FOR "MILGARD STYLE LINE" SERIES Al DIFFERENT CONTRACTOR TO VERIFY EGRESS REQUIREMENTS IF A DIFFERENT MANUFACTURER / MODEL IS CHOSEN. WASHINGTON STATE ENERGY CREDIT CALCULATION: 1. NO NEW HEATED FLOOR AREA PROPOSED. 0.0 CREDITS REDID. z 0 y w j 0 w z a 41 o o s o w ¢ w 2 HE 0 ❑ 0 0 /' YEN DESIGN INC. 206.432.1111 W W W.YENDES.COM APPROVALSTAMP ENGINEER STAMP REVISION Oct 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J w O 2 cc J H UUUU ❑LLJ U) 0 Z O Q `1 F- Q tS = w O J o ti w O Ln ml,2 Q w w 06 C7 W I- 0 Z J Q W Z W ln� LU LU 0 0 LU 06 = U U) 0 Z i JOB NO. 21-0183 HALF SCALE 11x17 FULL SCALE 22x34 SHEET OF 16 A1.1 qu-A!" 9, p_114n 1, 91 2i_02u PROPOSED BASEMENT FLOOR PLAN 22x34: SCALE 1/4" = 1'-01, 11x17: SCALE 1/8" = 1'-01, �F- 01 11 21 4 8 4 N PLAN KEYNOTES 1. BEARING WALLS TO BE REMOVED 2. WINDOW OR DOOR TO BE INFILLED PER SHEET All - INSULATION AND FENESTRATION REQUIREMENTS, SEE 2/A5.1 FOR BALANCE OF INFO. 3. PROVIDE 5/8 TYPE X GYPSUM ON SHARED GARAGE/DWELLING WALL. 4. PROVIDE 20 MIN SELF CLOSING FIRE DOOR. 5. RESERVED 6. PROVIDE ONE LAYER 5/8 GWB TYPE 'X' AT CEILINGS COMMON WITH HABITABLE AREAS WHERE THE SEPARATION IS A FLOOR CEILING ASSEMBLY, CLAD ALL SUPPORT COLUMNS, BEAMS AND WALLS WITH 1/2" GWB. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTIC AREA WITH NO LESS THAN 02 1/2" GWB ON GARAGE SIDES. 7. IEI ON -GRADE DECK REMOVED AND NEW PORCH SLAB PER STRUCT. 8. PORCH ABOVE 9. RESERVED. 10. RESERVED. 11. RESERVED. 12. RESERVED. EXISTING BASEMENT FLOOR PLAN 2' 41 8' 16, 22x34: SCALE 1/8" = 1'-01, " 11x17: SCALE 1/16" = 1'-01, LEGEND O N w Z� � NEW STUD WALL. SEE 1/A5.1 FOR FRAMING INFO. ® EXISTING WALL TO REMAIN o - - - - - EXISTING STRUCTURE TO BE REMOVED w SD SMOKE DETECTOR w 0 o INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON w N THIS SHEET FOR BALANCE OF INFORMATION o N CD CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP. w EF EXHAUST FAN (INTERMITTENT) 50 CFM U.N.O. s OSEE f DOOR AND WINDOW SCHEDULE ON SHEET ALI FOR DETAILED INFO, SEE 3/A5.1 FOR FRAMING INFO. 'IV plo� YEN DESIGN INC. GENERAL NOTES 206.432.1111 WWW.YENDES.COM A. PLANS MUST BE APPROVED BY THE GOVERNING BUILDING OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK COMMENCING. APPROVALSTAMP 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 ENGINEER STAMP LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO SLEEPING AREAS, E. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF REVISION THE DWELLING AND WITHIN EACH SLEEPING AREA. DIRECT WIRING REQUIRED. Oct 05 2022 F. VERIFY WINDOW 6 DOOR ROUGH OPENING SIZES WITH WINDOW d C1 OF DEVELOP ENDT SERVICES DOOR MANUFACTURER, DEPARTMENT G. ALL DIMENSIONS TO STUD WALL, H. CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION. 1. CONTRACTOR TO DETERMINE 6 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, U) K. CONTRACTOR TO VERIFY EXHAUST POINTS ARE NOT LESS THAN O 3' FROM PROPERTY LINES, 3' FROM OPERABLE OPENINGS INTO Z THE BUILDING, AND 101 FROM MECHANICAL AIR INTAKES. w O C -, L. EACH HABITABLE SPACE SHALL BE PROVIDED WITH OPERABLE ¢ C Y ¢ WINDOWS WITH AN OPENABLE AREA NOT LESS THAN 4 SQUARE P Q 2 F- 3: INCHES OF NET FREE AREA OF OPENING FOR EACH 10 CFM OF w 06 Z OUTDOOR AIR, WINDOW IS TO HAVE SCREEN AND SHALL BE w o P CONTROLLABLE AND SECURABLE. <n of O w w ¢ 00Q a0D W U) Z Q J d ry 0 0 J LL Z Q 75 JOB NO. 21-0183 HALF SCALE 11x17 FULL SCALE 22x34 SHEET OF 16 A2.1 PROPOSED MAIN FLOOR PLAN 22x34: SCALE 1/4" = 1'-O" 11x17: SCALE 1/8" = 1'-01. 0' 1' 2' 4' 8' A PLAN KEYNOTES 1. BEARING WALLS TO BE REMOVED 2. WINDOW OR DOOR TO BE INFILLED PER SHEET All - INSULATION AND FENESTRATION REQUIREMENTS, SEE 2/A5.1 FOR BALANCE OF INFO. 3. MIN. 36" HIGH HALF WALL. 4. EXISTING POST TO REMAIN DISHWASHER SHALL HAVE AN APPROVED AIR ■ GAP FITTING ON THE DISCHARGE SIDE OF THE ■ DISHWASHER MACHINE. REFERENCE UPC 807.3 ■ A LANDING IS REQUIRED AT THE BOTTOM OF EACH ; STAIRWAY. THE WIDTH SHOULD BE NO LESS THAN ; THE STAIRS SERVED AND A DEPTH OF 36" IN THE ; DIRECTION OF TRAVEL. REFERENCE IRC R311.7.6 ; 1 LIVING ROOM COVER FRONT �1 PORCH BEDROOM I �j BEDROOM EXISTING MAIN FLOOR PLAN 22x34: SCALE 1/8" = 1'-01, 11x17: SCALE 1/16" = 1'-01. LEGEND Z N Z� � NEW STUD WALL. SEE 1/A5.1 FOR FRAMING INFO. EXISTING WALL TO REMAIN o s - — — — - EXISTING STRUCTURE TO BE REMOVED w SD SMOKE DETECTOR w 0 o INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON w N THIS SHEET FOR BALANCE OF INFORMATION o N CD CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP. w s EF EXHAUST FAN (INTERMITTENT) 50 CFM U.N.O # O SEE DOOR DETAILED AND INFO. WINDOW SCHEDULE ON SHEET A1.1 FOR 5.1 SEE 3/AFOR FRAMING INFO. p4m YEN DESIGN INC. GENERAL NOTES 206.432.1111 WWW.YENDES.COM A. PLANS MUST BE APPROVED BY THE GOVERNING BUILDING OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK COMMENCING. APPROVALSTAMP 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 ENGINEER STAMP LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO SLEEPING AREAS, E. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF REVISION THE DWELLING AND WITHIN EACH SLEEPING AREA. DIRECT WIRING REQUIRED. Oct 05 2022 F. VERIFY WINDOW 6 DOOR ROUGH OPENING SIZES WITH WINDOW d C1 OF DEVELOP ENDT SERVICES DOOR MANUFACTURER, DEPARTMENT G. ALL DIMENSIONS TO STUD WALL, H. CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO CONSTRUCTION. 1. CONTRACTOR TO DETERMINE 6 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, U) K. CONTRACTOR TO VERIFY EXHAUST POINTS ARE NOT LESS THAN O 3' FROM PROPERTY LINES, 3' FROM OPERABLE OPENINGS INTO Z THE BUILDING, AND 101 FROM MECHANICAL AIR INTAKES. w O C L. EACH HABITABLE SPACE SHALL BE PROVIDED WITH OPERABLE ¢ C Y aj ¢ WINDOWS WITH AN OPENABLE AREA NOT LESS THAN 4 SQUARE Q F- 3: INCHES OF NET FREE AREA OF OPENING FOR EACH 10 CFM OF w 0 w Z OUTDOOR AIR, WINDOW IS TO HAVE SCREEN AND SHALL BE o O P CONTROLLABLE AND SECURABLE. <n of O w w ¢ 00 Q a0D W CO Z Q J D_ O O J LL ry LLI D_ 0_ Z) Ir JOB NO. 21-0183 HALF SCALE 11x17 0' 2' 4' 8' 16, A FULL SCALE 22x34 , SHEET OF 16 A2.2 i RIDGE HEIGHT PROPOSED HEIGHT NO CHAIGEI UPPER LEVEL TOP PLATE UPPER LEVEL FINISH FLOOR MAIN LEVEL TOP PLATE ABE = 267' MAINLIVE SH FLOOR UPPER LEVEL TOP PLATE_ UPPER LEVEL FINISH FLOOR MAIN LEVEL TOP PLATE ABE = 267' MAINSH FLOOR NORTH ELEVATION 22x34: SCALE 1/4" = 1'-0" 11x17: SCALE 1/8" = 1'-0" A EAST ELEVATION 22x34: SCALE 1/4" = 1'-0" 11x17: SCALE 1/8" = 1'-0" DECK 0' 1' 2' 4' 8' 0' 1' 2' 4' 8' O y w j ul w z a ul O w a w w o 0 ❑ o a W 0 w s YEN DESIGN INC. 206.432.1111 W W W.YENDES.COM APPROVALSTAMP ENGINEER STAMP REVISION Oct 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M JOB NO. 21-0183 HALF SCALE 11x17 FULL SCALE 22x34 SHEET OF 16 A3.1 RIDGE HEIGHT PROPOSED HEIGHT NO Cl- UPPER � LEVEL TOP PLATE UPPER LEVEL FINISH FLOOR MAIN LEVEL TOP PLATE _ ABE = 267' /EC F-tRCSF�CbOP� J SOUTH ELEVATION 22x34: SCALE 1/4" = 1'-0" 11x17: SCALE 1/8" = 1'-0" WEST ELEVATION 22x34: SCALE 1/4" = 1'-0" 11x17: SCALE 1/8" = 1'-0" 0' 1' 2' 4' 8' 0' 1' 2' 4' 8' O y w j ul w 0 a 41 j 0 a w w 0 0 ❑ o a W 0 w s YEN DESIGN INC. 206.432.1111 W W W.YENDES.COM APPROVALSTAMP ENGINEER STAMP REVISION Oct 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT M w 0 O Z LU O Q U) Q F- Z w w p ? o JOB NO. 21-0183 HALF SCALE 11x17 FULL SCALE 22x34 SHEET OF 16 A3.2 IEI JOIST OR RAFTER JOIST OR RAFTER/TRUSS REMOVE FINISHES 2X BLOCKING w/ 2X BLOCKING w/ PER CONTRACTOR (3) 10d EA END RECOMMENDATION (3) 10d EA END UNLESS PERP, UNLESS PERP, FIRMS ABOVE (3)10d @ EA ELKS FRMG ABOVE SOLE PLATE w/ PWDR ACTUATED 13) 8d @ 16"o/c DOUBLE TOP FASTENERS PLATE EMBEDDED 1" INTO SLAB @ 16" O.C. IEI SHTG (N) INTERIOR NON -BEARING WALL CONC.SLAB a a 4 P.T. SOLE PLATE w/ GALVINIZED NAILS OR BETTER IEI JOIST �i NEW INTERIOR WALL SECTION SCALE: 1 "=1'-O" HANDRAIL w/ 1-1/4" TO 2" GRASP REDID > cD 2X CONTINUOUS m a N STRONG BACK AT z EA STRINGER w/ (2) = � 0 0 16d NAILS @ 12"o/c. )WHEN ATTACHED 10" MIN - a o TO ADJACENT STUD Q i WALL PROVIDE 121 16d AT EA STUD.) lu SEE STAIR TO WALL CONN. FOR n � o BALANCE OF INFO \ \ 3/4"-14" NOSING REQ. \ IF TREAD DEPTH IS \ LESS THAN 11" \ STAIR STYLE \ \ RADIUS OF NOSING CURVATURE AND MATERIALS \ MAY VARY \ \ \ 3/4" KICKER PLATE UNDER -STAIR SURFACE \ )RISER) PROTECTED WITH 1/2" \ STAIR TREAD GYPSUM BOARD WHERE (1" THICK MINIMUM) ACCESSIBLE 2x12 STRINGER @ STAIR PROFILE DETAIL 24"o/c MAX TYPICAL STAIR DETAILS 11 1/2" M THA ERE ST SCALE: 1 "=1'-O" 4X4 NEWELS SPACED A 6' MAX. —REMOVE FINISHES PER CONTRACTOR RECOMMENDATION (3) 10d @ EA BLKG DOUBLE TOP PLATE (N) INTERIOR NON -BEARING WALL BALLUSTERS SPACES SO THAT A 4110 SPHERE CANNOT PASS THROUGH = —'Illl III IEI DOUBLE TOP PLATE III IEI RIGID INSULATION III IEI HEADER WALL SHEATHING 7/16" APA RATED R-21 GATT I SHEATHING OR COX INSULATION 12X61 I PLYWOOD OR OSB OR R-15 BATT w/ 8d @ 6"o/c HANDRAIL 6 GUARDRAIL GUARDRAIL GUARDRAIL INSULATION (2X4) PANEL EDGE YEN DESIGN INC. SPACE POSTS 6'-0"o/c OR PER MFR HANDRAIL 12x6 TYPI GYPSUM BOARD — � III NAILING AND 12"o/c FIELD NAILING CIRCULAR HANDRAIL 1 1/2" MAX FROM BUILT SO A 4" DIA. SPHERE WILL TOPRAIL 12x4 TYPI NOT PASS THROUGH 206.432.1111 WALL AND 1 1/4"-2" POST (4x4 TYP) DIAMETER, 4"-6 1/4" W W W.YENDES.COM PERIMETER IF NOT INFILLED WINDOW SECTION CIRCULAR A5.1 SCALE:1"=1'-0" APPROVALSTAMP BALUSTE (2x2 TYPI d 24 BALUSTRADE ENGINEER STAMP = REVISION o ~ Oct 05 2022 m o w - = w ti� iN BASERAIL 2 F 12x4 TYPI CITY OF EDMONDS DEVELOPMENT SERVICES O Q DEPARTMENT IL w .nld- wo� 10" MIN 3/8" MAX TREAD WIDTH VARIATIO o o 121 5/81'0 x 7" LONG EXPANSION BUILT SO A 6" DIA. FROM BOLTS SPHERE WILL NOT LARGEST a � X ALTERNATE SIZES 6 CONTRACTOR SHALL VERIFY TO PASS THROUGH TO MOUNTING OPTIONS MAY INSPECTOR ALL GUARDS AND RAILINGS LINE OF TREAD NOSING SMALLEST j a "' BE SPECIFIED BY AN SHALL BE CAPABLE OF RESISTING 200 cD s APPROVED HANDRAIL MFR. LB LOAD ON TOP RAIL ACTING IN ANY DIRECTION NEWEL POST (4x4 TYP) EXTERIOR STAIR, LANDING & GUARD DETAIL SCALE: 1 "=1'-O" 04 NEWEL POSTS SPACED AT 6' MAX. BALLUSTERS SPACES SO THAT A 4110 SPHERE CANNOT PASS THROUGH SIMPSON DTT2Z RAILING ATTACHMENT WITH 1/2"0 ANCHOR BOLT DOUBLE TOP R-10 INSUL R-21 JOISTS PER PLAN INSUI BEAM PER PLAN T w o Z Lu C0C ¢ G U ¢ ~ 06 z o W ono w ~ w O .r. J_ Q H LLI 0 _J Q H U w R _ U Q JOB NO. 21-0183 � INTERIOR RAILING DETAIL SCALE: 1 "=1'-O" (3 WINDOW SECTION SHEET OF18 A5.1 SCALE:1"=1'-0" A5.1 seal: LEGEND G INTERIOR BEARING NALL BEARING NALL ABOVE (B.N.A.), OR SHEARNALL ti� �x ABOVE (S.N.A.) 3 -3" 0 — - - — BEAM / HEADER 10 22'-II" 8'-4" o INTERIOR SHEAR WALL PANEL OR ��0 ,P� 6478 kr l'-4 5/4" -1'-II 3/4" '-6 1/2" EXTERIOR SHEAR HALL N/ 3" o.c. ED6E NAILIN6 �IBTER ' 3'-6" 3'-10 3/41 7'-10" 7 -I /4" o NDICATES AREA OF ROOF OVERFRAMIN6 SSjaNAL10, E � 3/4" © copyright: MULHERN & KULP PROVIDE 12" DIA. J L METAL HANGER Structural Engineering, Inc. 1 50NOTUBE FT6. (TYP. OF 3) 5-0.0 ST ABOVE. PROVIDE SOLID (MAY BE OMITTED IF NEW BDOGK N6 IGATES P� ER POST OR AMB ABOVE. - - PORCH FND. POURED - CD -��-- --- -- BEFORE P05T FRAMIN6) `v �z ---!----- ------------ f!-------- J N J w Q CD N m REFER TO 5-0.0 POR w I TYP I GAL STRUCTURAL + < o NOTES SGHEOULES M z� =� U PROVIDE/VERIFY 20" DIA. 50NOTUBE FT6. I I UJ CIO _ E� (TYP. OF 2.) = (MAY BE OMITTED IF I I o • i a � NEW PORCH FND. I I NEW PORCH SLAB W W o POURED BEFORE I I -5EE NOTES ON 5-0.0 = p C9 POST FRAM I N6) I I I y o II �W Nco I I r, C3- I I II �OO I i t M&K project number: �I 251-21019 EXI5TIN6 FOUNDATION TO `-rprojectg I I I REMAIN (TYP. U.N.O.) m r: NJM l drawn by N E H issue date: 08-27-21 I II II I I REVISIONS: I L _ _ date: initial: I_L- - -- - - - - - i � 01-04-22 NEH ARGH REV1510% 02-02-22 NEH Q j PLAN REVIEW PROVIDE 12" DIA. 1 0a-26-22 NEH ARGH REV1510% 50NOTUBE FT6. 5-0.0 (MAY BE OMITTED IF NEW PORCH FND. POURED BEFORE POST FRAMING) Tz V I I v! L J w Q z w GONTRAGTOR/BUILDER SHALL z BE RESPONSIBLE FOR ALL N< TEMPORARY SHORIN6/BRAGIN6 T �I ALL EXISTIN6 CONDITIONS ARE 0. T TT ASSUMED. VERIFY IN FIELD W-I GONTAGT M+K IF ACTUAL CONDITIONS DIFFER FROM TH05E 5HOWN/A55UMED z BUILDER TO VERIFY EXIST. FND LL j n WALLS ARE 6" (MIN.) WIDE, HAVE V 1 (2) HORIZONTAL REINFORGIN6 i'� BARS (MIN.), AND HAVE A 6" A2" V MIN. FOOTIN6 (MIN.) � W z i�L j X Q 0 z O 0 iJ 2 a co LLJ V15 fi FLOORBRAY NO/CRAWS FND. PLAN REVISION � ALE: I/4"=1'-0" Oct 05 2022 sheet: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Sm 1.0 seal; L�C��Nn G INTERIOR BEARING HALL BEARING WALL ABOVE (B.W.A.), OR SHEARWALL ti� �x ABOVE (S.W.A.) — — — — BEAM / HEADER EXTERIOR SHEAR WALL w/ 3" o.c. EDGE NAILING INTERIOR SHEAR WALL PANEL OR '�0 ,���I36478 BUILDER TO VERIFY EXISTIN6 PIPE 51MP50N HUG410 NEW 2xI0 D.J. SSjaI ALE � COLUMN 15 3" DIA. II 6A. (MIN). HAN6ER @ 16" OG o INDICATES AREA OF ROOF OVERFRAMIN6 PROVIDE NEW 6x6 P.T. P05T w/ 0 copyright: MULHERN & KULP ABW66Z BASE AND (2) 51MP50N J L METAL HANGER Structural Engineering, Inc. LTP4 CLIPS AT TOP OTHERWISE. OQ�+pNEW 4x4 P.T. P05T w/ INDICATES POST ABOVE. PROVIDE SOLID ABW44Z BASE AND (2) BLOGKING UNDER POST OR JAMB ABOVE. B3 Q SIMP50N LTP4 GLIP5 AT aCD � NEW 4x10 FLUSH (GANT'D) Q� TOP (TYP. OF 4) J 0 0 w Z U SIMPSON HU410 z C HANGER z'� z LLQ REFER TO 5_®.® F® � w in CS LU m U M lfi LU Q C Q � 2Lu r O X LL �/ Coe) a- 0) 0 Q/ —N O LL T � CD� Z X Q (D O 0 Om L Jz �o 0o m z Q Z -0 o LI L1 tD CO) ON Z 5-0.0 51 M. J�OQ'��1�'+ w � CL Q�Q� J J 51MP50N HUG610 NEW 6x10 FLUSH B6 Q o HANGER (MAX.) o® J o M&K project number; KW o Kry 251-21019 z N z projectmgr: NJM �Q L Q gor � I o o drawn by N E H Q z Q issue date: 08-27-2 1 L_ L_ z� z� n+� REVISIONS; J 1 {� date; initial; 01-04-22 NEH NEW 4xB106 FLUSH 02 022-22 NEH Q PLAN REVIEW S1M. 0q-26-22 NEH ARCH REVI510N5 2 5-0.0 TTz V w Q v1 z� w m� n 0 z w GONTRAGTOR/BUILDER SHALL o BE RESPONSIBLE FOR ALL TEMPORARY SHORI N6/BRAG I N6 z ALL EXI5TIN6 GONDITION5 ARE ASSUMED. VERIFY IN FIELD 4 T GONTAGT M+K IF ACTUAL �I W GONDITION5 DIFFER FROM n THOSE 5HOWN/A55UMED IJ-� W ® HATGHED EXTERIOR WALL x 5EGTION5, PROVIDE NEW FULL -HT. WALL STUDS ® 16" O.G. FASTEN NEW END STUD TO EXIST. EXT. WALL STUD w/y4"x3 Y2" 51MP50N 5D5 5GEW5 @ 12" O.G. VERTIGALLY (TYP.) ✓ L Z Tn vl 0 Q 0 z J 0 LL 0I-i 1 Q W LLJ - kD(;�1�2NI;) �LOO � A N& PLAN SCALE: I/4"=1'-0" REVISION sheet: Oct 05 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Sm2.0 seal: LEGEND G INTERIOR BEARING HALL BEARING WALL ABOVE (B.W.A.), OR SHEARWALL ti� �x ABOVE (S.W.A.) — — — — BEAM / HEADER INTERIOR SHEAR WALL PANEL OR '�0 ,��6478 EXTERIOR SHEAR WALL w/ 3" o.c. ED6E NAILIN6 INDICATES AREA OF ROOF OVERFRAMIN6 SSjaNALE� 0 copyright : MULHERN & KULP J L METAL HANGER Structural Engineering, Inc. INDICATES POST ABOVE. PROVIDE SOLID BLOCKING UNDER POST OR JAMB ABOVE. CD _ Z CV JFr CV -------------- r- T-- - - - ---� Dz REFER fiO 5=0.0 FOR w + Q NOTES 50HEULE5 z � = U MLLJ CZ v~, C/-) rz =-J CD Ja Z W ca LL0 CDCis v' CD W C14 to � I I I I I I I I I M&K project number: 251-21019 I I project mgr: NJ M drawn by: N E H issue date: 08-27-21 I I REVISIONS: date: initial: 01-04-22 NEH L - I 02 022-22 NEH PLAN REVIEW Ocl-26-22 NEH ARCH REV151M I I I I I I I I I I I I � I I � Lu C I Q Q Ld m CONTACT M+K IF EXI5TIN6 RIDGE BEAM BEARS ALONG NEW GL05ET DOOR SPAN, W OR IF THERE 15 NO z EXI5TIN6 RIDGE BEAM Qn z I GONTRAGTOR/BUILDER SHALL BE RESPONSIBLE FOR ALL w o I TEMPORARY 5HORI N6/BRAG I N6 ALL EXI5TIN6 CONDITIONS ARE T _ T ASSUMED. VERIFY IN FIELD w CONTACT M+K IF ACTUAL I�..I �.L.I CONDITIONS DIFFER FROM TH05E 5HOWN/A55UME2 < n--I W 1 0 Z) Z Z� T n 2 , J Un1 x z LL 0 LL 0 O m LLJ W REVISION 0� SGAL I/4"=1'—O" Oct 05 2022 sheet: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT