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APPROVED BLD-BLD2022-0180+Architectural_Plan+2.9.2022_1.40.19_PM+2671541PROJECT DESCRIPTION INTERIOR REMODEL TO EXISTING SFR SITE PLAN SCALE 22X34 1" = 10'-0" SCALE 11X17 1" = 20'-0" LEGAL DESCRIPTION SECTION 25 TOWNSHIP 27 RANGE 3 ALDERWOOD MANOR 9 BLK 005 D-08 LOT 1 OF CITY OF EDM SP S-98-161 REC AFN 199908165001 BEING A PTN OF LOT 10 EXST PLAT 385' 1 \ I � I I / I cc� +I wl Z J > I w 0- 385'I 01 al 1 IIEI DECK i i I /. C:ERTY LINE ±.26� �I 1 395' EXISTING RESIDENCE 21230 92ND PL W I I \ \ EDMONDS, WA 98020 +1 J +I -� IZ I !n Q T J z I � 11,01 N o_ I 1 I o_ I \ �L- 1 I I / PROPERTY INE 9� -7 / I \ / 390' 395' 7.5' I INTERCONNECTED ; ' SMOKE ALARMS AND CO DETECTORS ARE A REQUIREMENT OF THIS PERMIT IN ACCORDANCE ;WITH R314.2.2 ------------------------------------- PROPERTY LINE OF PROPOSED PROJECT PROPERTY LINE OF ADJACENT PROPERTIES CONTOUR LINE - 51 ELEVATION CHANGE EXISTING STRUCTURE W/ INTERIOR RENOVATION EXISTING STRUCTURE — CENTER LINE OF STREET EDGE OF CONCRETE ------- ROOF OUTLINE — — — PROPERTY SETBACK IEI DRIVEWAY /�—\\ I I EXISTING TREES/FOLIAGE I PRIMARY ENTRANCE u (FOR DADUS, ADUS AND SFRSI IEI DRIVEWAY CityOf Edmonds Building Department ------ Work ; ------------------- REMODEL Address 21230 92ND PL W Owner: KENMIIRR Approved Date Building Official ----- 03/10/2(��2 G e!f/f(a 00!!t /e G1 Permit Number; ---------------- --- BLD2022-0180 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE City of Edmonds Building Department APPROVED Plans ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE 0' 2.5' 5' 10, 20'4 � SEPARATE PLUMBING PERMIT REQUIRED FOR THIS PROJECT. VIICGNGTYAMAP FROM 1230 92nd PI W, Edmonds, WA 9fl020 way & � a E WaWn R Y PROJECT INFORMATION OWNER MAX KENMIR JURISDICTION EDMONDS PARCEL NUMBER 00373600501008 ZONING RS-8 YEAR BUILT 1960 LOT AREA 9147 SQ-FT ECA CHECK ECAS ON SITE: YES TYPES OF ECAS: LANDSLIDE AREA 40%, SEVERE EROSION HAZARD 15%-40% AND EROSION HAZARD 15%-50% SHEET INDEX C1.1 SITE PLAN & PROJECT INFO C1.2 LOT COVERAGE AND YARD CALCS A1.1 GENERAL NOTES & WINDOW & DOOR SCHEDULE A2.1 BASEMENT FLOOR PLANS A2.2 MAIN FLOOR PLANS A2.3 EXISTING MAIN FLOOR PLANS A5.1 ARCHITECTURAL DETAILS i4l, YEN DESIGN INC. 206.432.1111 WWW.YENDES.COM APPROVALSTAMP ENGINEER STAMP J Z w 0 0 O 2 LU w Q w Z CD you o M w M z u) N_ Y o 0 N 2 1 W Q O J Z Lu LU � U O Of IL 0 ZECEIVED Feb 16 2022 CITY OF EDMONDS DEVELOPMENT SERVICES ^^ DEPARTMENT ^^^^ C1.1 LEGEND CONDITIONED AREA INCLUDED IN AREA TABULATIONS ® UNCONDITIONED AREA INCLUDED IN AREA TABULATIONS CONDITIONED SPACE EXISTING NEW TOTAL MAIN LEVEL 2041 SQ-FT 0 SQ-FT 2041 SQ-FT BASEMENT LEVEL 1822 SQ-FT 0 SQ-FT 1822 SQ-FT TOTAL 3863 SQ-FT 0 SQ-FT 3863 SQ-FT COVERED DECK 363 SQ-FT 0 SQ-FT 363 SQ-FT GARAGE 489 SQ-FT 0 SQ-FT 489 SQ-FT TOTAL 852 SQ-FT 0 SQ-FT 852 SQ-FT TOTAL AREA X SQ-FT MAIN LEVEL AREA TABULATIONS BASEMENT LEVEL PROPERTY LINE t 96' F I I MAIN DWELLING I 1. +1 I I I rn +I +I LuLu IK al Ia 0-I Ia. PROPERTY LINE ± 96' LOT COVERAGE AND IMPERVIOUS CODE: 16.20.030.TABLE. 0 L I0 N LOT AREA 9147 SQ-FT BACK DECK 363 SQ-FT MAIN FLOOR LEVEL 2526 SQ-FT TOTAL 2889SQ-FT MAX LOT COVERAGE = (9147 SQ-FT * 35%) = 3201 SQ-FT (MAX) PROPOSED LOT COVERAGE = 2889 SQ-FT < 3201 SQ-FT (OK) I I I I I I I I I 15' 1 I I N FRONT YARD = 25 FEET REQUIRED FRONT YARD = 25' I I I SIDE YARD = 7.5 FEET REQUIRED 1 I I I SIDE YARD = 7.5' REAR YARD=15FEET REQUIRED — — — REAR YARD =15' YARD CALCULATIONS CODE: 16.20.030.TABLE. ijvol YEN DESIGN INC. 206.432.1111 WWW.YENDES.COM APPROVALSTAMP ENGINEER STAMP Z 0 O 2 w Q w < w C) � Z ui o M w rn z u, N xYoo Lu Lu r Q N 0 < N m cV w LU U) 0 J LU U u Q 0 Z Q JOB NO. 21-0229 HALF SCALE 11x17 FULL SCALE 22x34 SHEET OF7 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 V FROM PROPERTY LINE, 25% MAXIMUM OPENINGS BETWEEN 3' AND 5' TO PROPERTY LINED 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 FLOORI AND 1 WINDOW/BASEMENT. a. MIN. NET CLEAR AREA = 5.7 SQ. FT., (MIN. 3'0" x 4'6" IF DOUBLE HUNG OR 4'0" x 316" WINDOW IF SLIDER). 5.0 SO. FT. IF SILL HEIGHT 15 WITHIN 44" OF GRADE (ABOVE OR BELOW). 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 = 8% 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 ISMOKE 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 = 1011 SPIRAL STAIRS: t MIN. CLEAR WALKING AREA WIDTH = 26" 2. MIN. TREAD RUN 12" FROM NARROWEST POINT = 7-1/2" i MAX. RISER HEIGHT = 9-1/2" 3. MIN. HEADROOM = 616" CEILING HEIGHT IN ADDITIONS AND ALTERATIONS: a. MIN. 70": FOR NEW CONSTRUCTION OR ADDITIONS b. ROOMS WITH SLOPED CEILINGS REQUIRE MINIMUM CEILING HEIGHT IN 1/2 OF THE AREA.(PORTION$ 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 (1) #4 REBAR TOP AND BOTTOM AND AT ALL WINDOWS/DOOR OPENINGS. LIMIT 4' MAX. BACKFILL. f. FOUNDATION ANCHOR BOLTS: MIN. 1/2" x 10", 6 FT. ON CENTER MAX. WITH TWO (2) BOLTS PER PIECE OF PLATE AND AT LEAST ONE (11 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 Ill 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.IINSULATION 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) 161lx24" 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 11)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 INSULATION• FENESTRATION REQUIREMENTS•40 CLIMATE ZONE 5 AND MARINE 4 FENESTRATION U-FACTOR Jill 0.30 SKYLIGHT U-FACTOR (b) 0.50 CEILING R-VALUE le) 49 WOOD FRAME WALL R-VALUE (g,h) 21 INT FLOOR R-VALUE 30 BELOW -GRADE WALL R-VALUE (c,h) 10/15/21 INT•5TB SLAB R-VALUE & DEPTH (d,f) 10, 2FT FOR Sl: 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 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. 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."5TB" 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 R503.1.1.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 400, 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 A103.2.2 INCLUDING STANDARD FRAMING 16 INCHES ON CENTER, 78 PERCENT OF THE WALL CAVITY INSULATED AND HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. MECHANICAL/VENTILATION VAIFAIT0011 EXHAUSTED EXHAUST RATE KITCHENS 100 CFM INTERMITTENT OR 30 CFM CONTINUOUS BATHROOMS/TO[LET ROOMS 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATIONAIRFLOW M1505 NUMBER OF BEDROOMS DWELLING UNIT FLOOR AREA (SQUARE FEET] 0-1 2 3 4 5 ORMORE 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 5501-4000 55 65 70 80 85 4001-4500 60 70 75 85 90 4501-5000 65 75 80 90 95 INTERMITTENT WHOLE -HOUSE MECHANICAL VENTILATION RATE FACTORS M1505.4.3121 0000 �©®®m 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(11. 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 M1505.4.1.2 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.125 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 I5 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/SI 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-X0 JWSEC 1 0.30 W2-SH WSEC 0.30 W3-XO JWSEC I0.30 ACTUAL SIZE Width Height Sill Qt. Feet inch Feet Inch Feet Inch 1 4 0 3 11 3 8.5 11 11 6.5 31 01 3 8 21 31 8 3 0 3 8 Area UA 12.3 3.70 4.61 1.39 22.01 6.60 Sum of Vertical Fenestration Area and UA 1 39.01 11.69 Vertical Fenestration Area Weighted U = UA/Area 1 0.30 SAFETY GLAZING FOR EXISTING OPENING REPLACEMENT: 1. GLAZING IN DOORS: SAFETY GLAZING IS REQUIRED IN FIXED AND OPERABLE PANELS OF SWINGING, SLIDING, AND BIFOLD DOORS. SAFETY GLAZING 15 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 15 MORE THAN 36 INCHES ABOVE THE FLOOR. • THERE IS A WALKING SURFACE WITHIN 36 INCHES, MEASURED HORIZONTALLY, FROM THE GLAZING. 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 15 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. WINDOW & DOOR SCHEDULE NOTES: 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 DIFFERENT MANUFACTURER / MODEL IS CHOSEN. i4v, YEN DESIGN INC. 206.432.1111 WWW.YENDES.COM APPROVALSTAMP ENGINEER STAMP 0 O 2 W o' Q z LU 0 J) W of Q T; V) 0 Cz G w J Q a 3;: O �Zai M W CA Z o1 N Y C O N 2 N W 0Y W O J O =) 0 W 06 _ O O � 0 Z i i JOB NO. 21-0229 HALF SCALE 11x17 FULL SCALE 22x34 SHEET OF7 A1.1 6`4" CL 49'-41' 10`10" 8'•3° 4'-O2' 11", 1'-a 1- 3'-11" 1- 2'_94n 1_7 ° 5`102n m BATH BEDROOM EF BEDROOM H 4 SD 3 C CD BEDROOM 5 MECH. 4" SD 3,-61n EF I' 7" 30„ 30" CL CL f REF WET BAR 3 — 4454- 0 13'-04— o I I II 5 Et 52n 5D LIVING ROOM ■ dd m CL 30" \ GYM 10'-94" Ii PROPOSED BASEMENT FLOOR PLAN 0' 1' 2' 4' 8' 22x34: SCALE 1/4" = 1'-0" " 11x17: SCALE 1/8" = 1'-0" LEGEND F NEW STUD WALL. SEE 1/A5.1 FOR FRAMING INFO. (� EXISTING WALL TO REMAIN p - — — — - EXISTING STRUCTURE TO BE REMOVED a ti U � ■ ■ NEW BEAM/HEADER w ° w a 5D SMOKE DETECTOR w a INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON # THIS SHEET FOR BALANCE OF INFORMATION CD CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP. w o EF EXHAUST FAN IINTERMITTENTI 50 CFM U.N.O. OSEE # DOOR AND WINDOW SCHEDULE ON SHEET AL1 FOR DETAILED INFO, SEE 7/A5.1 FOR FRAMING INFO. YEN DESIGN INC. GENERAL NOTES 206.432.1111 A. PLANS MUST BE APPROVED BY THE GOVERNING BUILDING WWW.YENDES.COM 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 15 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 ENGINEER STAMP 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 Q OR ON CENTER, A5 APPROPRIATE. J z K. EXHAUST FANS IN UPPER LEVEL TO BE VENTED THROUGH ROOF. p O O LU C C L. CONTRACTOR TO VERIFY EXHAUST POINTS ARE NOT LESS THAN 3' FROM PROPERTY LINES, Y FROM OPERABLE OPENINGS INTO w Q 3: THE BUILDING, AND 10' FROM MECHANICAL AIR INTAKES. Q w _j ¢ �z (L i;: w CC) �Zui C1 Cy) Z N ° W W Z LiN Li r xYMO N ¢ N Q 0 V LU PLAN KEYNOTES II 1 BEARING WALLS TO BE REMOVED �I 2. WINDOW OR DOOR TO BE INFILLED PER SHEET All - INSULATION AND FENESTRATION REQUIREMENTS. SEE 6/A5.1 FOR BALANCE OF INFO. 3. PROVIDE 7.29 FT SPAN 4 X 8 HEM -FIR #2 BEAM WITH 1 STUD AND 1 TRIMMER EA END. CONTRACTOR TO VERIFY DIRECT LOAD PATH TO EXISTING FOUNDATION BELOW, IF ADEQUATE FOUNDATION 15 NOT PRESENT PROVIDE 19 SQ, X 7 THICK FOOTING REINF. WITH 12) #4 EACH WAY. SEE 4/A5.1 FOR BALANCE OF INFO. 4. ALL SMOKE ALARMS AND CARBON MONOXIDE DETECTORS TO BE HARD WIRED AND INTERCONNECTED. TYPICAL THROUGHOUT, 5. NEW STAIR PER DETAIL 1/A5.1 , 2/A5.1 & 3/A5.1 EXISTING BASEMENT FLOOR PLAN O' 21 4' 81 16, 22x34: SCALE 1/8" = 1'-0" " 11x17: SCALE 1/16" = 1'-0" Q J D_ 0 0 _J LL F_ Z LLI W U) m m HALF SCALE 11x17 FULL SCALE 22x34 SHEET OF7 A2.1 49'-8y" 12'-41 V-42" 11'-2n _ CL I I II o E.F.110 BATH Q I to MASTER I BATH BEDROOM ❑ 1 �n 000 ad3N 000 „9s EF E.F.110 KITCHEN — 5 3 = W3 n 10' SD 4 CD z - � o W I I DINING ® HAND ATC-- = 5'-9 FOYER ADD SMOKE DETECTOR AND CARBON MONOXIDE ALARM IN - THIS AREA. REFERENCER ; ■ 314.3 AND R315.3 ■ = LIVING ROOM dd 10' 6' 20' I� �v E.F.110 LAUNDRY „' o NO OFFICE 15'-62" 20'-10" 111 11 MASTER III BEDROOM 11 K I I I I I I I I 1 1 GARAGE ; LOCAL EXHAUST FAN REQUIRED IN LEGEND THIS LOCATION. MINIMUM 50 CFM 6i-14u y_g4n INTERMITTENT OR 20 CFM NEW STUD WALL. SEE 1/A5.1 FOR FRAMING INFO. CONTINUOUS. REFER TO IRC 2018 o EXISTING WALL TO REMAIN = TABLE M1505.4.4 ■ ----- EXISTING STRUCTURE TO BE REMOVED ■ ■ ■ ■ NEW BEAM/HEADER 000000 = SD SMOKE DETECTOR _ n INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON J THIS SHEET FOR BALANCE OF INFORMATION = CD CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP. EF EXHAUST FAN INTERMITTENT) 50 CFM U.N.O. OSEE DOOR AND WINDOW SCHEDULE ON SHEET AL1 FOR # DETAILED INFO, SEE Z(AU FOR FRAMING INFO, 3'-61" 11' 22'-64" PROPOSED MAIN FLOOR PLAN 22x34: SCALE 1/4" = 1'-01, 11x17: SCALE 1/8" = 1'-01, 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 ■ DRYER CLC SET SHALL HAVE A ■ ANY WALLS. STRUCTURAL DEVIATIONS FROM THE PLAN SHOULD BE VERIFIED BY A STRUCTURAL ENGINEER OR BUILDING MAKEUP All OPENING NOT LESS ■ INSPECTOR. YEN DESIGN IS TO BE CONTACTED IF ACTUAL THAN 100 S IN. REFERENCE IMC VARY ASSUMPTIONS ■ AFTERNCEILINGING WALLONDITIONS COVERING$ AREFROM REMOVEDN 2018 504.6 ■ 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 O - SLEEPING AREAS. CO DETECTORS TO BE INTERCONNECTED. G) m 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. _44i K. L. EXHAUST FANS IN UPPER LEVEL TO BE VENTED THROUGH ROOF. CONTRACTOR TO VERIFY EXHAUST POINTS ARE NOT LESS THAN 3' FROM PROPERTY LINES, 3' FROM OPERABLE OPENINGS INTO 0 2 4 8 " THE BUILDING, AND 10' FROM MECHANICAL AIR INTAKES. PLAN KEYNOTES 1. BEARING WALLS TO BE REMOVED 2. WINDOW OR DOOR TO BE INFILLED PER SHEET All - INSULATION AND FENESTRATION REQUIREMENTS, SEE 6/A5.1 FOR BALANCE OF INFO. 3. PROVIDE 15.33 FT SPAN 24 F-V8 3.5 X 13.5 GLU-LAM BEAM WITH 1 STUD AND 2 TRIMMERS EA END, CONTRACTOR TO VERIFY DIRECT LOAD PATH TO EXISTING FOUNDATION BELOW, IF ADEQUATE FOUNDATION IS NOT PRESENT PROVIDE 19 SQ. X 7 THICK FOOTING REINF. WITH (2) d4 EACH WAY, SEE 4/A5.1 FOR BALANCE OF INFO. 4. NEW STAIR PER DETAILS II/A5.1 , 2/A5.1 & 3/A5.1) 5. ALL SMOKE ALARMS AND CARBON MONOXIDE DETECTORS ARE TO BE HARD WIRED AND INTERCONNECTED ijvol YEN DESIGN INC. 206.432.1111 WWW.YENDES.COM APPROVALSTAMP ENGINEER STAMP U) 0 z LU 0 O 2 2 LU Q Q LLI ( Q w C� �Z� o Cy)w rn z u, N �YY[o0 N J N z Q J D_ O J LL z Q JOB NO. 21-0229 HALF SCALE 11x17 FULL SCALE 22x34 a z o a ti U t� W � K w o a w a a w o YEN DESIGN INC. 206.432.1111 WWW.YENDES.COM APPROVALSTAMP ENGINEER STAMP hj-A:T If —Ql A EDROO r n V ) 0 J z w 0 O 3 � Q > a w J Q Z O Z vi • M, Z ` N W W Z — w CV xYM0 � r Q N ILITCHEN CV 1Nw z cn • Q z J 2 i a- z 0� U)i O X J LL Lu JOB NO. 21-0229 HALF SCALE 11x17 FULL SCALE 22x34 EXISTING MAIN FLOOR PLAN 01 21 41 81 16, SHEET OF 7 22x34: SCALE 1 /8" = V-O" 6MEmpoommol 11x17: SCALE 1/16" = 1'-0" A2.3 CONTINUOUS HANDRAIL w/ 1-1/4" TO 2" GRASP REDID HANDRAILS SHALL BE CONTINUOUS AND > co 2X CONTINUOUS SHALL HAVE A m z STRONG BACK AT SPACE OF AT a EA STRINGER w/ (2) LEAST 1-1/2" FROM - z o 0 16d NAILS @ 12"o/c. THE WALL a o (WHEN ATTACHED 10" MIN - "' o TO ADJACENT STUD a Q WALL PROVIDE 121 16d AT EA STUD.) SEE STAIR TO a WALL CONN. FOR BALANCE OF INFO \ m � D 3/4"-i4" NOSING REQ. IF TREAD DEPTH IS STAIR STYLE AND � LESS THAN 1111 , MATERIALS MAY VARY � STAIR STYLE RADIUS OF NOSING CURVATURE /= All AND MATERIALS MAY VARY � 3/4" KICKER PLATE i i LSTA24 w/ 10d UNDER -STAIR SURFACE (RISER) NAILS @ EA PROTECTED WITH 1/2" STAIR TREAD STRINGER GYPSUM BOARD WHERE 11" THICK MINIMUM) WALLS MAY ACCESSIBLE 2x12 STRINGER @ �L OCCUR BELOW STAIR PROFILE DETAIL 24"o/c MAX STAIR TO FLOOR CONN. TYPICAL STAIR DETAILS \/ SCALE:1"=1'-O" 1 1/211 MIN. NEWEL POS BALLUSTERS SO THAT A SPHERE CAI PASS THR01 INTERIOR RAILING DETAIL 5/ SCALE:1"=1'-O" JOIST OR RAFTER — 4X4 NEWELS AT 6' MAX. BALLUSTERS SPACES — SO THAT A 4"0 SPHERE CANNOT PASS THROUGH JOIST OR RAFTER/TRUSS REMOVE FINISHES 2X BLOCKING w/ PER CONTRACTOR 2X BLOCKING w/ (3) 10d EA END RECOMMENDATION 13) 10d EA END UNLESS PERP. UNLESS PERP. FIRMS ABOVE (3) 10d @ EA BLKG FRMG ABOVE SOLE PLATE w/ PWDR ACTUATED (3) 8d @ 16"0/c DOUBLE TOP FASTENERS PLATE EMBEDDED 1" INTO SLAB @ 16" O.C. SHTG INTERIOR NON -BEARING WALL CONC. SLAB a a P.T. SOLE PLATE w/ GALVINIZED NAILS OR BETTER IEI JOIST TYPICAL INTERIOR WALL SECTION SCALE: 1 "=1'-O" STAIR TO SLAB CONN. 4X4 NEWEL POSTS SPACED AT 6' MAX. BALLUSTERS SPACES SO THAT A 41'9 SPHER� CANNOT PASS THROUGH SIMPSON DTT2Z RAILING ATTACHMENT WITH 1/2"m ANCHOR BOLT JOISTS PER PLAN / BEAM PER PLAN NOTCH STRINGER & STRONG BACK AS SHOWN AND PROVIDE P.T.2x4 BEARING & HUC26-2 HANGERS THRUST PLATE w/ POWDER ACTUATED FASTENERS @ 12"o/c NOTCH STRINGER & STRONG BACK AROUND BEARING & THRUST PLATES 2x BLOCKING AS — OCCUR FOR DOUBLE 2x10 BEAM HANDRAIL BACKING ATTACHED TO 2x STUD WALL @ 16"- LANDING LEDGER o.c. CONTINUOUS w/ HUSC210-2 DRYWALL & TRIM HANGER OR DOUBLE EXTENDS DOWN 2X POST EA END BEHIND STAIR IN STUD WALL. STRINGER FLOOR SYSTEM 2X CONTINUOUS .2x10 JOISTS @ STRONG BACK AT EA 16"o/c w/ U210 STRINGER w/ 16d @ HANGER EA END. S"o/c STAGGERED. .2x10 LEDGER (WHEN ATTACHED TO ATTACHED TO EA ADJACENT BEAM STUD w/ (3) 16d PROVIDE 121 16d @ 16" NAILS o.c. MAX. DEL 2x12 CONT'D JOISTS SUPPORTING CRIPPLE WALL ABOVE ---�IlIll11 II1I I �J�J L1 — J 3/41SEE SHAG w/ STANDARD NAILING � SEE STAIR TO FLOOR CONN. FOR STAIR & LANDING DETAIL BALANCE OF INFO STAIRS TREAD BEYOND STAIRS TREAD BEYOND 12, // �-STAIR TREAD CLR 1111" THICK MINI STAIR TO WALL CONN. 3/4" KICKER PLATE (RISER) 2x12 STRINGER @ 24"o/c MAX a o a ti w w o a ijvol YEN DESIGN INC. 206.432.1111 WWW.YENDES.COM APPROVALSTAMP IEI JOIST 4X4 NEWEL POSTS SPACED AT 6' MAX. 1313" 10d TO� NAIL BEAM PER PLAN BALLUSTERS SPACES SO THAT A 41'm SPHERE CANNOT PASS THROUGH OW' 10d BOX -'V ENGINEER STAMP 3" 10d BOX @ SIMPSON DTT2Z RAILING 6" o.c. NAIL IOd TOE ATTACHMENT WITH 5/8"0 ANCHOR BOLT @ EA. CORNER AND @ 48" o.c. TO JOIST OR BLKG. POST PER PLAN 1413.5" 16d BOX TOE NAIL PAD FOOTING JOISTS PER PLAN SILL PLATE PER PER PLAN 2x BLKG,, PLAN DBL. JOIST OR BLKG. IF SLAB PER PLAN EQ. EQ. JOISTS PERP. TO GUARDRAIL z TYP. GUARDDRAIL DETAIL n BEAM CONNECTION LOU A5.1 SCALE:1"=1'-O" A5.1 SCALE:1/2"=1'-O" 2 CO G CD �Zui LZ o Co N 0 00 N W W Z Y o Lu M VI REMOVE FINISHES _J PER CONTRACTOR Q RECOMMENDATION LLI (3) 10d @ EA BLKG A 0 J DOUBLE TOP PLATE IEI DOUBLE TOP DOUBLE TOP PLATE PLATE III R-10 RIGID INTERIOR RIGID INSULATION INTERINON-B INSULATION U ARING WALL Y LLJ IEI HEADER WALL SHEATHING HEADER APA RATED ~ R-21 GATT SHE SHEATHING OR COX 2 INSULATION 12X6I PLYWOOD OR OSB U OR R-15 BATT w/ 8d @ 611o/c R-21 GATT ll� INSULATION 12X4I PANEL EDGE INSULATION Q NAILING AND 12"o/c GYPSUM BOARD — 11, FIELD NAILING mr, JORNo. 21_22R INFILLED WINDOW SECTION r7 � WINDOW SECTION A5.1 SCALE:1"=1'-O" A5.1 SCALE:1"=1'-O" STRUCTURAL ELEMENTS ARE FOR REFERENCE ONLY. IF DISCREPANCES OCCUR, STRUCTURAL DRAWINGS GOVERN DESIGN. FULL SCALE 22x34 SHEET OF7 A5.1