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APPROVED BLD BLD2022-1001+Architectural_Plan+7.28.2022_11.43.18_AM+3018545GENERAL 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 OKAYI. 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, 25X 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, 3'0" x 4'6" IF DOUBLE HUNG OR 410" x 316" WINDOW IF SLIDERI, 5.0 SQ, FT, IF SILL HEIGHT IS WITHIN 44" OF GRADE (ABOVE OR BELOWI. 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 65X 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 STAIRWAYSI: 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" 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. 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 AREAI. 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 01 #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 (2I 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 (1I 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 •. - !0111C 0-•�0 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 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. 1'5TB" 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 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 •. 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 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 M1505,4,40I, 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 M15054,401, 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 M1505,4,401. 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 D1- FRENCH WSEC 0.30 WI-SH WSEC 0.30 W2 - SH WSEC 0.30 W3 - SH WSEC 0.30 W4 - SH WSEC 0.30 W5 - SH JWSEC I0.30 SAFETY GLAZING FOR EXISTING OPENING REPLACEMENT; ACTUAL SIZE Width Height Sill Qt. Feet inch Feet inch Feet inch Area UA WMMMMMM '11�11MMMMMMM 33.3 10.00 17.2 5.15 24.0 7.20 25.8 7.75 70.6 21.18 15.5 4.65 z 2 o M a.0 a ) CO 0� Lu w o a N W N Q N o � 0 wo YEN DESIGN INC Sum of Vertical Fenestration Area and UA 137.6 41.28 WW . 11 W.YENDES.NDES.COM Vertical Fenestration Area Weighted U = UA/Area 0.30 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 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 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. ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE 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, WASHINGTON STATE ENERGY CREDIT CALCULATION: 1. 225 SF OF NEW HEATED FLOOR AREA. 1.5 CREDITS REQ'D. ENERGY CREDITS CHOSEN: 3.1 HIGH EFFICIENCY HVAC EQUIPMENT OPTION: 1.0 CREDITS ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE FURNACE WITH MINIMUM AFUE OF 95% 5.2 EFFICIENT WATER HEATING OPTION: 0.5 CREDITS ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 0.80 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES Interconnected Smoke Alarms Are A Requirement" 11 " Of This Permit In Accordance With R314.2.2 II J :._._._._._._._._._._._._._._._._._._._._._._.� City Of Edmonds Building Department Work ADDITION AND REMODEL . .......................................... .. ......................... Address ; 7914 182ND PL SW Owner QUICK __------ Approved Date 08/31 /2022 Building Official : Eri & II54wf e r Permit Number ------ BLD2022-1001 Separate permit for plumbing is required. APPROVAL STAlvlr ENGINEER STAMP J w 0 2 w z w 0 0 LIj U) Z O 2 0 W r MI W 0 Z Q W Z W Q J w D00 N 06 U a- z 0 = z U) O 0 Y 0No z _U 2 0 � 0 C� ti w 0 0 0 0 0 Z LIJ J 0 W U U) JOB NO. 21-0384 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A1.1 RECEIVED Aug 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 1s U CRAWLSPACE VENT CALC. TOTAL CRAWLSPACE AREA; 238 SQ-FT 238 SQ-FT / 150 SQ-FT = 1.59 SQ-FT 1,59 SQ-FT X 144 INCHES = 228,48 SQ-IN CRAWLSPACE NEEDS 228,48 SQ-IN OF VENTING PROVIDE 250 SQ-IN OF VENTING W/ �5� EVENLY SPACED PER 5/A5,1 9 3/8" X 17 1/2" FOUNDATION VENT KIT % SQ-IN PER VENT KITS PROPOSED MAIN FLOOR PLAN 22x34: SCALE 1 /4" = 1'-0" 11 x17: SCALE 1 /8" = 1'-0" 4A4 1 ,1 A4.1 1 Y-71 u PLAN KEYNOTES 1, NEW INTERIOR STUD WALL, SEE 1/A5.1 FOR FRAMING INFO, 2, NEW EXTERIOR STUD WALL. SEE 4/A5.1 FOR INSULATION INFO, 3, ENERGY STAR RATED �U,S, NORTH GAS OR PROPANE FURNACE WITH MINIMUM AFUE OF 95% 4, ENERGY STAR RATED GAS OR PROPANE WATER HEATER WITH A MINIMUM UEF OF 0.80 5, CRAWLSPACE ACCESS ----------------------------------------- - - - - -. Additions to maintain existing foundation ventilation. - ----------------------------------------- LEGEND NEW STUD WALL J 0 EXISTING WALL TO REMAIN e ca EXISTING STRUCTURE TO BE REMOVED SD SMOKE DETECTOR co o w a INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON N — U THIS SHEET FOR BALANCE OF INFORMATION QQ N 0 CD CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP, w o EF EXHAUST FAN �INTERMITTENT� 50 CFM U.N.O. O SEE DOOR AND WINDOW SCHEDULE ON SHEET All FOR DETAILED INFO, SEE 2/A5,1 & 3/A5.1 FOR FRAMING INFO, 010 GENERAL NOTES YEN DESIG14 INC A. PLANS MUST BE APPROVED BY THE GOVERNING BUILDING OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK COMMENCING, 206.432.1111 B. CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND WWW•YENDES.COM EXISTING SHEAR / BRACED WALL LOCATIONS BEFORE REMOVING APPROVAL o I HIvIr 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 All 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 ENGINEER STAMP 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, M, N L. CONTRACTOR TO VERIFY EXHAUST POINTS ARE NOT LESS THAN C Q 3' FROM PROPERTY LINES, 3' FROM OPERABLE OPENINGS INTO J w Z w THE BUILDING, AND 10' FROM MECHANICAL AIR INTAKES, O 2 O co o 00 J 06 U Q Q W z J d LU Q o Z CQ 0 0 00 Z w U O � 0 Q w EXISTING MAIN FLOOR PLAN 22x34: SCALE 1 /8" = 1'-0" 11 x17: SCALE 1 /16" = 1'-0" RECEIVED Aug 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) Z n ry O O J H z_ Q JOB NO. 21-0384 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A2.1 (NO WORK) EXISTING UPPER FLOOR PLAN 22x34: SCALE 1 /4" = 1'-O" 11 x17: SCALE 1 /8" = 1'-O" LEGEND NEW STUD WALL J 0 EXISTING WALL TO REMAIN o co EXISTING STRUCTURE TO BE REMOVED SD SMOKE DETECTOR U o � a INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON w CV N # THIS SHEET FOR BALANCE OF INFORMATION o co 0 CD CARBON MONOXIDE DETECTOR WITH BATTERY BACKUP, w r o EF EXHAUST FAN OTERMITTENI 50 CFM U.N.O. O SEE DOOR AND WINDOW SCHEDULE ON SHEET All FOR DETAILED INFO, SEE 2/A5,1 & 3/A5.1 FOR FRAMING INFO, 010 GENERAL NOTES YEN DESIG14 INC A. PLANS MUST BE APPROVED BY THE GOVERNING BUILDING OFFICIAL OR PROFESSIONAL ENGINEER PRIOR TO WORK COMMENCING, 206.432.1111 B. CONTRACTOR TO VERIFY ALL STRUCTURAL LOAD PATHS AND WWW•YENDES.COM EXISTING SHEAR / BRACED WALL LOCATIONS BEFORE REMOVING APPROVAL o I HIvIr 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 All 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 ENGINEER STAMP 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, U) L. CONTRACTOR TO VERIFY EXHAUST POINTS ARE NOT LESS THAN 0 Q 3' FROM PROPERTY LINES, 3' FROM OPERABLE OPENINGS INTO J w Z w THE BUILDING, AND 10' FROM MECHANICAL AIR INTAKES, O 2 O co U o 00 J Q Q 06 J a-W LU o Z CQ n 0 U 00 Z O w Q Lu RECEIVED Aug 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z Q J n ry O O J L.L ry W n n Z) JOB NO. 21-0384 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A2.2 PLAN KEYNOTES 1. EXISTING ROOF TO USE EXISTING GUTTERS, DOWNSPOUTS, & VENTING, IF EXISTING VENTING IS COVERED BY NEW ROOF, USE THE PROPOSED VENTING PLAN 2. DOWNSPOUT LOCATION STORM WATER TO BE MITIGATED VIA EXISTING STORM WATER CONTROL SYSTEM ON THE PROPERTY, 3. ADDITION TO BE CONSTRUCTED UNDER EXISTING ROOF AREA. USE EXISTING STORM WATER MITIGATION SYSTEM 4. PLASTIC ROOF VENT 50 SQ-IN NET FREE AREA, I II � II �jj r- � I I I 1 1 I III � - I II II ' I I I � ===- � � I I ' `• I ' A I L II � 11 � I tl F ��--- — — � I � IN 1 IIi ii IiM IN��II 1 I I 1 1 L_ -L - IN �� II I I � ��I � --- --------------- -- _� JIFF---- I I I I I I T ----_ -� 11 IIII IIII I I I I \\ III III - I -- I�-------------- I I �11 L 11 ----JJI I I I I III I I I I I II ------ r- -- -��� --I�-- -- -- -� III �-- 11 II �7 __ ---------__-� I' � � -- --- ' 11 I IIII I 11 II IF--- -� �F- I I 1 1 ' IIII 1 1 II 1 1 IIII 1 1 II � 1 1 I I II I I I I I I I L--- 11 I I 11 I II I I I I E__-J ' 11 I IL-----JI II 11 II I II 11 I �F- I 11 II �- II II �111 11 II --- --- - I II 1 __=====J L — — — — — — — — — — LEGEND - - — STRUCTURE BELOW — — ROOF LINE _ GUTTER INDICATES REFERENCE TO KEYNOTES SEE KEYNOTES ON THIS SHEET FOR BALANCE OF INFORMATION EAVE VENTS (BIRD BLOCKI IN EACH BAY, EACH BLOCK TO PROVIDE 10.08 SQ-IN OF NFA. � I I I I I I 1111111'1I • • 1 ROOF VENT CALC. ROOF AREA 1; 70 SQ-FT / 150 SQ-FT = 0.47 SQ-FT 0.47 SQ-FT X 144 INCHES = 67.20 SQ-IN ATTIC NEEDS 67.20 SQ-IN OF VENTING PROVIDE EAVE VENTS IN �6I BAYS FOR 60,48 SQ-IN OF NFA PROVIDE 11I PLASTIC ROOF VENT FOR 50 SQ-IN OF NFA ROOF AREA 2; 184 SQ-FT / 300 SQ-FT = 0.61 SQ-FT 0.61 SQ-FT X 144 INCHES = 88.32 SQ-IN ATTIC NEEDS 88.32 SQ-IN OF VENTING PROVIDE EAVE VENTS IN �16I BAYS FOR 161.28 SQ-IN OF NFA PROVIDE (1I PLASTIC ROOF VENT FOR 50 SQ-IN OF NFA J Q z 2 o o_ U o a CNI W N Q co o 0 03 YEN DESIGN INC. 206.432.1111 WWW.YENDES.COM APPROVAL o i Hivir ENGINEER STAMP 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. Q C. SEE SHEET A1.1 FOR COMMON CODE REQUIREMENTS. w Z J p O LU O D. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF THE DWELLING AND PLACED IN PROXIMITY TO I CD 00 SLEEPING AREAS, CO DETECTORS TO BE INTERCONNECTED, 06 U) m J Q Q = J E. SMOKE DETECTORS SHALL BE INSTALLED ON ALL LEVELS OF w z o THE DWELLING AND WITHIN EACH SLEEPING AREA. DIRECT z = z � WIRING REQUIRED, SMOKE DETECTORS TO BE INTERCONNECTED, 0 z U O F. VERIFY WINDOW & DOOR ROUGH OPENING SIZES WITH WINDOW & w 10� — FLU DOOR MANUFACTURER. Q C� °I`' G. ALL DIMENSIONS TO STUD WALL, Z H. CONTRACTOR TO VFY ALL DIMENSIONS ON SITE PRIOR TO Q CONSTRUCTION. ^ n I. CONTRACTOR TO DETERMINE & VERIFY ALL WASTE DIVERSION L - REQUIREMENTS PER THE LOCAL JURISDICTION. CONTRACTOR MAY 0 BE REQUIRED TO REQUEST LEED REPORTS FROM RECEIVING 0 FACILITIES, ry J. DOORS WITHOUT PLACEMENT DIMENSIONS WILL BE 311 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, RECEIVED JOB NO. 21-0384 ROOFPLAN 01 1' 2' 41 81 HALF SCALE 11x17 Aug 10 2022 FULL SCALE 22x34 22x34: SCALE 1/4" = 1'-0" CITY OFEDMONDS SHEET 11 x17: SCALE 1 /8" = 1'-0" DEVELDEPARTMENT OPMENT RVICES A2.3 ROOF PEAK r F r, NORTH ELEVATION 22x34: SCALE 1/4" = 1'-O" 11x17: SCALE 1/8" = 1'-O" ROOF PEAK W. F r EAST ELEVATION 22x34: SCALE 1 /4" = 1'-0" 11 x17: SCALE 1 /8" = 1'-0" J H z 2 O m H U � U W W 0 d N W N Q co O W O ry ol YEN DESIGN INC. 206.432.1111 WWW.YENDES.COM APPROVAL o I HIvIr ENGINEER STAMP M, J a Lu %0 0 ` LU O O_ 0 � 0 O 00 J 06 U Q Q J a-W o CQ LU Z 0 0 00 Z U O w - 2i Lu Q Lu Z O Q w J w RECEIVED JOB NO. 21-0384 Aug 10 2022 HALF SCALE 11x17 CITY OF EDMONDS FULL SCALE 22x34 DEVELOPMENT SERVICES DEPARTMENT SHEET All ROOF PEAK r F r SOUTH ELEVATION 22x34: SCALE 1/4" = 1'-O" 11x17: SCALE 1/8" = 1'-O" ROOF PEAK J H z 2 O m H U U W LU 0 d CV LU N Q N O W O ry ol YEN DESIGN INC. 206.432.1111 WWW.YENDES.COM APPROVAL o I HIvIr ENGINEER STAMP M, � J Q UPPER LEVEL TOP PLATE z w p O 0 0 o 00 J 06 Q Q J _ cp w d O 0 CQ LLu 0 0 ao Z U O w A.UPPER LEVEL FINISH FLOOR �I MAIN LEVEL TOP PLATE Lu r WEST ELEVATION 22x34: SCALE 1/4" = 1'-O" 11x17: SCALE 1/8" = 1'-O" fps RECEIVED Aug 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C/) Z O Q w J w JOB NO. 21-0384 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A3.2 ROOF PEAK rilco O n ,UPPER LEVEL TOP PLATE UPPER LEVEL FINISH FLOC LEVEL TOP PLATE MAIN LEVEL FINISH FLOOR LONGITUDINAL SECTION 22x34 SCALE; 1/211=11-011 11x17 SCALE; 111=1'-011 ROOF PEAK MCO O UppER LEVEL TOP PLATE UPPER LEVEL FINISH FLOC MAIN LEVEL TOP PLATE MAIN LEVEL FINISH FL00F t5 t5 t5 �5 LONGITUDINAL SECTION 22x34 SCALE; 1/211=11-011 11x17 SCALE; 11=1'-011 L RAL ELEMENTS ARE FOR REFERENCDISCREPANCES OCCUR, STRUCTURAS GOVERN DESIGN, RECEIVED Aug 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J Q H z 2 O m H r U � U W W 0 d CNI W CV Q N O W O ry ol YEN DESIGN INC. 206.432.1111 WWW.YENDES.COM APPROVAL o I HIvIr ENGINEER STAMP J a LU %0 0 ` W_ O O 2 D o 00 U J 06 Q Q J W d o CQ LU Z n 0 00 Z U O w Q o U) Z O U w CD Z J_ m JOB NO. 21-0384 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 I3� 10d EA END UNLESS PERP, UNLESS PERP, FRMG ABOVE (3) 10d @ EA BLKG FRMG ABOVE SOLE PLATE w/ PWDR ACTUATED - (31 8d @ 1611o/c DOUBLE TOP FASTENERS PLATE EMBEDDED 111 INTO SLAB @ 1611 O.C. (E) SHTG (Nj INTERIOR NON -BEARING WALL CONC. SLAB (E) JOIST d . 4 P.T. SOLE PLATE - w/ GALVINIZED NAILS OR BETTER NEW INTERIOR WALL SECTION SCALE: 1 "=1'-0" BOTTOM 2x P' FLOOR SHEA- CRAWL SPAC. PER PLAN JOIST PER PI 2x MUD SILL CRAWL SPAC VENT DETAIL EXISTING SIDING & SHTG SECTION REMOVED FROM RIM JOIST IN-BETWEEN FLOOF DECK JOISTS TO PROVIDE ACCESS F PROPOSED VENTS FOUNDATION STEM WALL PER PLAN SHEATHING CRAWL SPACE VENT PER PLAN JOIST PER PLAN CRAWL SPACE VENT SECTION CRAWL SPACE VENT DETAIL SCALE: 1 "=1'-0" I\L.IVIV VL 1 11V1:)1 IES PER CONTRACTOR RECOMMENDATION (3J 10d @ EA BLKG DOUBLE TOP PLATE (Nl INTERIOR NON -BEARING WALL BRACE HEADER WITH - (1� 16d NAIL TOENAILED TO TOP PLATE ABOVE @ 2411 o,c,i OPENING SOLE PLATE 77 (RO) ROUGH OPENING or TYP. OPENING FRAMING SCALE: 1 /2"=1'-0" 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 DOUBLE TOP PLATE R-10 RIGID INSULATION R-21 BATT INSULATION WINDOW SECTION SCALE: 1 "=1'-0" HEADER DOUBLE TOP PLATE R-21 BATT INSULATION R-10 RIGID INSULATION HEADER WINDOW PER PLAN 2x STUDS PER STRUCTURAL R-21 BATT INSULATION WALL SHEATHING PER PLAN SIDING & MOISTURE BARRIER TYP. NEW EXTERIOR WALL DETAIL SCALE: 1 "=1'-0" RECEIVED Aug 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT J o m D U) m o a CNI LL1 N Q co o � 0 wo ojvo YEN DESICs'I+I INC. 206.432.1111 WWW.YENDES.COM APPROVAL o I HIvIr ENGINEER STAMP M, J a L�.I %0 0 ` LU O O 0 � � Lu C C o m J 06 U) Q Q J a-W o CQ LU Z n 0 00 Z U O w Q o U) J_ a w 0 J a ry U w U ry a JOB NO. 21-0384 HALF SCALE 11x17 FULL SCALE 22x34 SHEET A5.1 seal: GENERAL STRUCTURAL NOTES FOUNDATION • DESIGN 15 BASED ON 2018 INTERNATIONAL RESIDENTIAL CODE t 2018 INTERNATIONAL EXI5TIN6 BUILDING CODE • DE516N LOADS: SOIL 2,000 PSF ALLOWABLE BEARIN6 PRESSURE • CONCRETE SHALL ATTAIN THE FOLLOWIN6 MINIMUM COMPRE551VE STRENGTHS IN 28 DAYS, U.N.O.: f'c = 2,500 psi: ....... FOUNDATION NALL5* 2,500 psi:....... FOOTIN65* 2,500 psi:....... INTERIOR SLABS ON GRADE 3,500 psi:....... 6ARA&E $ EXT. SLABS ON GRADE fy = 60,000 psi UTILIZE 5/v2" SACK 2500 P51 CONCRETE MIXES THAT ARE EQUIVALENT TO 3,000 PSI CONCRETE FOR WEATHERING POTENTIAL • ALL CONCRETE EXPOSED TO THE WEATHER SHALL NOT HAVE LE55 THAN 5% OR MORE THAN 7% AIR ENTRAINMENT. • FOUNDATION WALL DE516N 15 BASED ON BACKFILL 501L CLASSIFICATIONS OF 56, ML-GL, OR GL (60 pcf) SOIL. • TYPICAL REINFORCEMENT DETAILS: LAP ALL REBAR 24" MIN.; BEND BARS AND LAP AT CORNERS; PROVIDE 6" HOOK INTO 5UPPORTIN6 FOOTINGS WHEN FOOTIN65 INTER5EGT; PROVIDE 3" MINIMUM COVER AT THE BOTTOM BARS AND 1 1/2" COVER AT THE SIDES. • FOUNDATION NALL5 SHALL BE BRACED, PRIOR TO BACKFILLIN6, BY EITHER ADEQUATE TEMPORARY BRAGINO OR INSTALLATION OF FIRST FLOOR DECK. • ALL FOOTIN65 SHALL BEAR BELOW FROST LINE. CONSULT SOILS REPORT/ LOCAL MUNICIPALITY FOR MINIMUM DEPTH BELON 6RADE. • FOOTINGS AND SLABS ON 6RADE SHALL BEAR ON VIRGIN SOIL OR 15% COMPACTED FILL. • PROVIDE CONTROL JOINTS AT ALL IN51DE CORNERS OF SLAB EDGE5, AND OTHER LOCATIONS WHERE SLAB CRACKS ARE LIKELY TO DEVELOP. (I5-0" 0.6) • FASTEN SILL PLATES TO FOUNDATION NALL5 WITH 5/a" DIA. ANCHOR BOLTS N/ MIN. 3"x3N v4" PLATE WASHERS (ED6E OF WASHER TO BE LOCATED WITHIN)/2" OF EXTERIOR E06E OF SILL PLATE) t NUTS 6'-0" O.G. ® 2-5TORY d 4'-0" O.G. ® 3-5TORY CONDITIONS N/ 7" MIN. EMBEDMENT INTO GONG. PROVIDE A MINIMUM OF 2 ANCHORS PER PLATE, 12" MAXIMUM FROM PLATE ENDS, U.N.O. (SEE FND. DETAILS). • ALL LUMBER EXPOSED TO WEATHER OR IN CONTACT W/ CONCRETE OR MASONRY FOUNDATION SHALL BE PRESERVATIVE TREATED HEM FIR #2. • BUILDER TO VERIFY CORRO5ION-RESI5TANGE COMPATIBILITY OF HARDWARE $ FASTENERS IN CONTACT N/ PRESERVATIVE -TREATED HOOD. CONTACT LUMBER $ HARDWARE SUPPLIERS TO COORDINATE. • ARCH/BUILDER TO VERIFY ALL DIMEN51ON5 as a a HOLD-DOAN 5GHr:DULE SYMBOL SPECIFICATION HD -I 51MP50N HTT4 HOLD-DOWN UTILIZE 51MP50N "5ET" EPDXY SYSTEM TO FASTEN 5/8" DIA. THREADED ROD INTO CONCRETE FOUNDATION. PROVIDE 12" MIN. EMBEDMENT INTO CONCRETE. INSTALL PER MANUF. RECOMMENDATIONS. DO NOT LOCATE ANCHORS WITHIN 1 3/4" OF EDGE OF FOUNDATION. LOADING AND Dr:51 GN 10ARAMETER5 6RAVITY DE516N LOADS: DEAD LOAD (P5F): ROOF TRUSS TOP CHORD ROOF TRUSS BOTTOM CHORD FLOOR (2x/1-JOI5T) : LIVE LOAD (P5F): ROOF : RESIDENTIAL LIVING AREAS: SNOW LOAD: GROUND SNOW LOAD (P� (PSF) FLAT ROOF SNOW LOAD (Pr) (PSF) SNOW EXPOSURE FACTOR (C� : SNOW LOAD IMPORTANCE FACTOR (1) THERMAL FACTOR (GO : LATERAL DE516N LOADS: WIND LOAD: (IBG 1601) SPEED (VviO (MPH) WIND RISK GATE60R) : IMPORTANCE FACTOR (W EXPOSURE GATE6ORY: INTERNAL PRESSURE GOEFF. (06,J TOPOORAPHIG FACTOR (KzO : SEISMIC LOAD: (IBC 1613) SEISMIC RISK GATE60RY : SEISMIC IMPORTANCE FACTOR (W MAPPED SPECTRAL RESPONSE: 55: 1.2,55 51: 0.452 51TE CLA55 : SPECTRAL RESPONSE GOEFF.: Sn5: 1.028 Stir: 0.551 SEISMIC DE51ON GATE6ORY: BA51C 5EI5MIC-FORGE-RE515TIN6 SY5 LIGHT FRAMED WALL5 N/NOOD STRUCTURAL PANELS ULTIMATE BASE SHEAR: TRANS: 4.5k LON6:4.5k SEISMIC RESPONSE GOEFF. (C� : TRANS: 0.161 LON6:0.161 RESPONSE MODIFICATION FACTOR (R) : TRANS: 6.5 LONG: 6.5 ANALY515 PROCEDURE USED: EQUIVALENT LATERAL FORGE MEANS $ METHODS NOTES 10 -1 10 20 40 25 25 0.11 1.0 1.2 •V, 1.0 B ±0.18 1.0 I 7 LN THE STRUCTURE 15 DES16NED TO BE SELF 5UPPORTIN6 AND STABLE AFTER THE BUILDING 15 FINI5HED AND ALL PLAN, DETAIL, AND NOTE 5PE6IFI6ATION5 HAVE BEEN COMPLETED. IT 15 THE CONTRACTOR'S 50LE RESPONSIBILITY TO DETERMINE THE ERECTION PROCEDURES AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENTS DURING CONSTRUCTION. TH15 INGLUDE5, BUT 15 NOT LIMITED TO, THE ADDITION OF NEGE55ARY 5HORIN6, SHEETING, TEMPORARY BRACING, GUY5, AND TIE-DONN5. CONTRACTOR SHALL BE RE5PON51BLE FOR ALL SHORING AND BRAGING REQUIRED TO STABILIZE AND PROTECT EXISTING AND ADJACENT 5TRUCTURE5 AND 5Y5TEM5 DURING COURSE OF DEMOLITION AND GON5TRUCTION OF THE PROJECT. STRUCTURAL DE51ON AND 5PEGIFICATIONS A55UME THAT ALL 5UPPORTIN6 AND NON-5UPPORTIN6 ELEMENTS IN CONTACT WITH FLOOR FRAMING ARE LEVEL, INCLUDING, BUT NOT LIMITED TO; FOUNDATIONS, 5LAB5 ON GRADE, BEAMS, NALL5, AND NON -BEARING ELEMENTS. IT 15 THE CONTRACTOR'S RESPONSIBILITY TO VERIFY LEVELNE55 AND MAKE ADJU5TMENT5 A5 NEGE55ARY, INCLUDING CON51DERATION OF TH05E AREAS THAT MAY BE WITHIN CONTRACTUAL, INDUSTRY, OR WARRANTY TOLERANGE5. ADDITIONAL NOTES r-OR TRUSS 4 ROOF TRU55, FLOOR TRU55 AND ENGINEERED JOISTS SHALL BE DE516NED TO MEET THE DIFFERENTIAL DEFLECTION CRITERIA BELON, UNLESS NOTED OTHERNI5E ON PLAN. MULHERN d KULP CANNOT BE HELD RESPONSIBLE FOR ANY 5TRUGTURAL 155UE5 RELATED TO ANY BUILDING COMPONENT IF COMPONENT SHOP DRANIN65 ARE NOT SUBMITTED TO M3K FOR REVIEN PRIOR TO FABRICATION, DELIVERY, OR INSTALLATION. TRU55E5 SHALL BE DESIGNED 50 THAT DIFFERENTIAL DEFLECTION BETWEEN ADJACENT PARALLEL TRU55E5 OR GIRDER TRU55E5 DOES NOT EXCEED THE FOLLOWING: A. ROOF TRU55E5: 1/4" DEAD LOAD B. FLOOR TRU55E5, ATTIC TRU55E5, Q I-JO15TS: 1/8" DEAD LOAD C. FLOOR TRU55E5 t ATTIC TRU55E5 ADJACENT TO FLOOR FRAMIN6 BY OTHERS: LIMIT ABSOLUTE TRU55 DEFLECTION TO 3/Ib° DEAD LOAD. (NOT DIFFERENTIAL DEFLECTION) LATERAL BRAG I NO NOTE5 TH15 HOME HAS BEEN EN6INEERED TO RESIST LATERAL FORCES RESULTING FROM: 100 MPH WIND SPEED, EXP. G (ASGE 7- I6 WIND MAP, PER I RG R301.2.1.1) RISK GAT. 2 1 SEISMIC GAT. D. 100 MPH WINS IN 2018 IRG MAP EN61 NEERED DE516N WAS COMPLETED PER 2018 IBG (SECTION 1601) $ ASGE 7-16, A5 PERMITTED BY R301.1.3 OF THE 2018 IRG. AGGORDIN6LY, TH15 HOME, AS DOCUMENTED AND DETAILED HEREWITHIN, 15 ADEQUATE TO RESIST THE CODE REOU I RED LATERAL FORGES, AND DOES NOT NEED TO CONFORM TO THE PRESCRIPTIVE PROVISIONS OF R602.10. 5TANDARD EXTERIOR HALL 5HEATHING 5PEGIFIGATION5 • �16" O5B OR 15Y3Y PLYWOOD: FASTEN 5HEATHIN6 N/ 22"x0.131" NAILS o 6"o.c. AT ALL SUPPORTED PANEL EDGE5 AND 12" O.G. IN THE PANEL FIELD. ALL 5HEATHIN6 SHEET PANEL EDGE5 SHALL OCCUR OVER WALL FRAMING MEMBERS OR 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE. ALL EXTERIOR HALLS SHALL BE CONSTRUCTED PER TH15 SPECIFICATION U.N.O. ON PLANS. 311 o.c. EDGE NAILIN6 ll^fI E NOTM ON PLANS) • %Ib�� 05B OR 1515Y PLYWOOD: ONLY AT LOCATIONS INDICATED ON PLANS - SHEATHE NALL SHOWN KITH %" OSB. FASTEN 5HEATHIN6 N/ 22"0.131" NAILS 3" O.G. AT EDGE5 AND 12" O.G. AT CENTER. ALL 5HEATHIN6 SHEET PANEL EDGE5 SHALL OCCUR OVER NALL FRAMIN6 MEMBERS OR 2x HORIZONTAL BLOCKING SHALL BE PROVIDED TO SUPPORT PANEL EDGE AND 3" O.G. FASTENING. NOTES: I. LATERAL ANALYSIS ASSUMES STUD 5PAGIN6 ® 16" o.c. 2. ALL SHEAR HALLS SHALL HAVE DOUBLE TOP PLATES FASTENED TOGETHER N/ 3"0.131" NAILS @ 8" O.G. USE (12)31v2"x0.135" NAILS AT EACH LAP SPLICE, (6) EACH 51DE OF JOINT (TYP. U.N.0) 3. ALL EXTERIOR NALL5 ARE CONTINUOUSLY SHEATHED. 4. ALL INTERIOR SHEAR NALL5 AND EXTERIOR NALL5 ARE SHEATHED ABOVE AND BELON OPENIN65. 5. WHERE 05B/PLYWOOD 5HEATHIN6 15 APPLIED TO BOTH FACES of A SHEAR NALL, PANEL JOINT SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS LEGEND ® INTERIOR BEARING NALL • C _ _ _ BEARIN6 NALL ABOVE (B.N.A), OR 5HEARWALL ABOVE (5.N.A) - - - - BEAM / HEADER INTERIOR SHEAR NALL PANEL OR EXTERIOR SHEAR NALL N/ 3" o.c. ED6E NAILIN6 INDICATES NEW FULL -HT. EXT. NALL J L METAL HANGER • INDICATES P05T ABOVE. PROVIDE SOLID BLOCKING UNDER P05T OR JAMB ABOVE- DEMOLITION/RENOVATION NOTES • FRAMING AND FOUNDATION PLANS HAVE BEEN DESIGNED TO BE 5TRUGTURALLY SOUND UPON COMPLETION OF THE WORK. THE MEANS AND METH005 OF GON5TRUGTION ARE THE RE5PON51BILITY OF THE BUILDER/GONTRAGTOR (UNLE55 5PEGIFICALLY NOTED ON PLANS). • DURING DEMOLITION AND GON5TRUGTION, IT 15 THE BUILDER/GONTRAGTOR'5 RE5PON51BILITY TO PROVIDE ADEQUATE TEMPORARY 5HORIN6/BRAGINQ OF EX15TINO ELEMENTS INTENDED TO REMAIN. • THE 5TRUGTURAL PLANS HAVE BEEN PREPARED WITH EX15TINO FRAMIN6/FOUNDATION A55UMPTION5 A5 NOTED ON THE PLANS. IT 15 THE BUILDER/GONTRAGTOR'S RE5PON515ILITY TO CONTACT M+K STRUCTURAL EN61NEERINO IF ACTUAL 51TE CONDITIONS VARY FROM WHAT 15 DEPICTED ON THE GON5TRUGTION DOGUMENT5. GENERAL STRUCTURAL NOTE5 DE516N PARAMETER5 • DE516N 15 BASED ON 2016 INTL�'�ATIONAL RESIDENTIAL CODE 2016 INTERNATIONAL EXI5TIN6 BUILDING CODE • WOOD FRAME EN6INEERIN6 15 BASED ON ND5, "NATIONAL DE516N SPECIFICATION FOR WOOD GONSTRUCTION" - LATEST EDITION. GENERAL FRAMING • EXTERIOR BEARIN6 NALL5 SHALL BE 2x4 OR 2xb (AS SHOWN ON PLANS) ® 16" O.G. (N/ DOUBLE TOP PLATE) HEM FIR (HF) "STUD" 6RADE LUMBER, OR BETTER, U.N.O. • INTERIOR BEARIN6 NALL5 SHALL BE 2x4 OR 2x6 (AS SHOWN ON PLANS) ®Ib" O.G. (N/ DOUBLE TOP PLATE) HEM FIR (HF) "STUD" 6RADE LUMBER, OR BETTER, U.N.O. • ALL NON-BEARIN6 INTERIOR STUD NALL5 SHALL BE CONSTRUCTED WITH 2x 'STUD' GRADE MEMBERS SPACED a 24" O.G. (MAX) • ALL NALL5 TALLER THEN TYP. PLATE HE16HT SHALL BE CONSIDERED BALLOON FRAMED $ SHALL BE CONSTRUCTED FROM FLOOR TO UNDERSIDE OF FRAMING AT NEXT LEVEL. B.F. WALLS SHALL BE 2x4 OR 2xb (A5 5HOWN ON PLANS) HEM FIR (HF) #2 6RADE LUMBER, OR BETTER. • ALL HEADERS SHALL BE SUPPORTED BY (1)2x JACK STUD 8 (1)2x KING STUD, MINIMUM. - THE NUMBER OF STUDS SPECIFIED AT A SUPPORT INDICATES THE NUMBER OF JACK STUDS REQUIRED, U.N.O.. • ALL 2xb AND LARGER SOLID 5ANN BEAMS/HEADERS SHALL BE HEM FIR #2 (HF #2) OR BETTER. ALL 4xb AND LAR6ER 50LID 5ANN LUMBER SHALL BE DOU6 FIR #2 (DF #2) OR BETTER. • ALL FRAMIN6 LUMBER SHALL BE KILN DRIED TO 15% MG (KD-15). • ALL TYP. NAIL FASTENER REQUIREMENTS ARE NOTED IN 6ENERAL NOTES, IN DETAILS, OR ON PLANS. ALL NAILS SPECIFIED ARE MIN DIAMETER AND LENGTH REQUIRED FOR CONNECTION. ALL HANGER NAILS SHALL BE INSTALLED PER MANUFACTURER'S REQUIREMENTS FOR MAX CHARTED CAPACITY. NOTE: HANGERS USE COMMON NAIL DIAMETERS NOT TYPICAL FRAMING GUN NAILS. • FASTEN ALL BEAMS TO COLUMNS N/ (4) 5W.131" TOENAILS (MIN), TYP. U.N.O. • PROVIDE SOLID BLOCKINQ IN FLOOR SYSTEM UNDER ALL POSTS d HOLD-DONN5 CONTINUOUS TO FOUNDATIONBEARIN6. BLOCKING TO MATCH POST ABOVE. • ENGINEERED LUMBER TO MEET OR EXCEED THE FOLLOWING: • L5L MEMBERS - F19=2325 P51; Fv=310 P51; E=I.55xId'b P51 • LVL MEMBERS - Fb=2600 P51; Fv=285 P51; E=2.0x10"6 P51 • 6LB MEMBERS - Fb=2400 P51; Fv=2(95 P51; E=1.8x10'b P51; DF/DF • EN6INEERED LUMBER POSTS TO MEET OR EXCEED THE FOLLOWING: • LVL MEMBERS - Fb=2400 P51; F611=2500 P51; E=1.8x10'b P51 • FACE NAIL MULTI -PLY 2x BEAMS $ HEADERS W/ 3-ROW5 OF 3"x0.131" NAILS (MIN) 0 12" O.G. 5TA66ERED. APPLY NAILIN6 FROM BOTH FACES o 3-PLY OR MORE CONDITIONS. UTILIZE 2 RON5 OF NAILS FOR 2x6 $ 2x8 MEMBERS. • ALL MEMBERS SPECIFIED A5 MULTI -PLY 014" SHALL BE FASTENED TOGETHER PER MANUFACTURER. EQUIVALENT NIDTH SOLID MATERIAL MAY BE USED AS EQUAL. • REFER TO IRG FASTENING 56HEMLE TABLE R602.3(I) FOR ALL CONNECTIONS, TYP. U.N.O. • FASTEN 2x WOOD PLATES TO TOP FLAN6E OF STEEL BEAMS N/P.A.F.5 ('HILTI' X-U PINS OR EQUAL (0.151" DIA. x 2" LON6 MIN.)) 16" O.G. STAGGERED, OR 1/2" DIA. BOLTS o 48" O.G., 5TA66ERED. FLOOR FRAMIN6 • 2x FLOOR JOISTS HAVE BEEN DE516NED TO MEET OR EXCEED L/360 LIVE LOAD DEFLECTION CRITERIA. • TYPICAL 2x J015T HANGERS (U.N.O. ON PLANS): SINGLE PLY: SIMPSON LU5210 DOUBLES: 51MP50N LU5210-2 • FLOOR 5HEATHIN6 SHALL BE 23/32" A.P.A. RATED '5TURD-I-FLOOR' 24 O.G, EXPOSURE I (OR APPROVED EQUAL) WITH TONGUE AND GROOVE EDGE5. FASTEN TO FRAMIN6 MEMBERS N/ GLUE AND 2 2" x 0.131" NAILS ® 6"o.c. o PANEL ED6E5 $ o 12"o.c. FIELD. • ALL FLUSH CONNECTIONS SHALL BE CONNECTED WITH HANGER APPROPRIATE FOR MEMBER SIZE. U.N.O. • FASTEN HAN6ER5 TO 51N6LE PLY FLUSH BEAMS N/ V2" LON6 NAILS. ROOF FRAMIN6 • FASTEN EACH ROOF TRUSS TO TOP PLATE W/ (3) 3"x0.131" TOENAILS (MIN) d (1) '51MP5ON' H2.5T CLIP ® ALL BEARIN6 POINTS. PROVIDE (2) '51MP5ON' H2.5T GLIP5 AT 2-PLY GIRDER TRUSSES t 3-PLY QIRDER TRUSSES AT ALL BEARIN6 POINTS. • ROOF 5HEATHIN6 SHALL BE W16" A.P.A. RATED 5HEATHIN6 24/I6 EXPOSURE I (OR APPROVED EQUAL). FASTEN TO FRAMIN6 MEMBERS N/ 2 2" x 0.131" NAILS ® 6"o.c. AT PANEL ED6E5 $ @ 12" O.G. AT INTERMEDIATE SUPPORTS. ROOF 5HEATHIN6 SHALL EXTEND BELON ALL INSTANCES OF OVERFRAMIN6. BLOGKIN6 SHALL BE INSTALLED AS REQUIRED TO LIMIT ROOF 5HEATHIN6 SPANS TO 24" MAX. • ALL METAL HAN6ER5 SHALL BE SPECIFIED BY THE TRUSS MANUFACTURER, UNLE55 OTHERWI5E NOTED. • ROOF TRUSS SHOP DRAWINGS SHALL BE SUBMITTED TO ARCHITECT AND ENGINEER FOR REVIEN AND APPROVAL PRIOR TO FABRICATION OR DELIVERY. • ROOF TRUSS SHOP DRAWINGS $ CALCULATIONS SHALL BE PREPARED BY A WA5HIN6TON STATE LICENSED ENGINEER AND SHALL BE DE516NED FOR UNBALANCED SNOW LOADING PER A5GE-7-10, SECTION 7.6. • ERECT AND INSTALL ROOF TRUSSES PER WTGA $ TPI'5 BGSI 1-08 GUIDE TO GOOD PRACTICE FOR HANDLING, IN5TALLIN6 $ BRACIN6 OF METAL PLATE CONNECTED NOOD TRU55E5." • FASTEN OVER -FRAMED TRUSS SETS TO TRUSSES BELOW N/ (2) 3"x0.131" TOENAILS AT EA. TRUSS. • FASTEN ALL INTERIOR NON-BEARIN6 PARTITION NALL5 TO TRU55 BOTTOM CHORD ABOVE KITH 51MP50N 5TG CLIPS AT 24" o.c. MAX. PROVIDE BLOCKING BETWEEN THE TRUSS BOTTOM CHORDS AS REQUIRED FOR THE PARALLEL CONDITIONS. RECEIVED Aug 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 3ructurd Engiree rig, Ire CD z J Cr C,4 C 4 CT) w w U z CD o z CD w Q c v °` Z � � CU CM r W; Z =a Lo Coe) G Z W -0 C=) (o V) 2 y ~ o W N CD M&K project number: 251-22017 project mgr: N J M drawn by: D JT issue date: 07-22-22 REVISIONS: date: initial W 0 J d H U co sheet: tz t.J rr� TuW ! 0 z W S140.0 REFER TO 5-0.0 FOR seal: T''F I GAL STRUCTURAL Doti o w MAkrjc�� NOTES I$ 50HEDULE5 CIO LEGEND ��o�� ��Gl 8 SSI�NAL� • ® INTERIOR BEARIN6 WALL © oop icjt : R1F3:N & 41P o C — — — BEARING WALL ABOVE (B.W.A), OR 5HEARWALL 3ructmei Rgreirq Irrc ABOVE (5.W.A) — - - — BEAM / HEADER INTERIOR SHEAR WALL PANEL OR a EXTERIOR SHEAR WALL w/ 5" o.c. ED6E NAILING z c14 JE= N ;Additions to maintain existing i • _ INDICATES NEW FULL -HT. EXT. WALL LU Z ;foundation ventilation. J L METALHAN&ER Z com W ; T - - - - - - INDICATES P05T ABOVE. PROVIDE 50LID � I'-5 I/4" 8'-8" BLOCKING UNDER POST OR JAMB ABOVE. < co C. Z � Lo 2 r CD a� 5D-I DEMOLITION/RENOVATION NOTES W N + A -- -aD o 4F-_ — — _ i • FRAMING AND FOUNDATION PLANS HAVE BEEN DE516NED TO BE J H cn o STRUCTURALLY SOUND UPON COMPLETION OF THE WORK. THE MEANS Z -0 o 71�AND METHODS OF CONSTRUCTION ARE THE RE5PON515ILITY OF THE W 2 LO — — — — — — — — I BUILDER/GONTRAGTOR (UNLESS 5PEGIFIGALLY NOTED ON PLANS). o NEW 11 YS" 110 SERIES TJI FLOOR SD- �_ • DURING DEMOLITION AND GON5TRUGTION, IT 15 THE W N CM EXI5TIN6 BUILDER/GONTRAGTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE ^ C3- 6ARA6E SLAB J015T5 ® I1.2 o.c. GANTD TEMPORARY 5HORIN6/BRAGIN6 OF EXISTING ELEMENTS INTENDED TO REMAIN. (TO REMAIN) 3 I SD -I — — — — — • THE STRUCTURAL PLANS HAVE BEEN PREPARED WITH EXI5TIN6 - FRAMIN6/FOUNDATION A55UMPTIONS A5 NOTED ON THE PLANS. IT 15 THE BUILDER/GONTRAGTOR'5 RESPONSIBILITY TO GONTAGT M+K STRUCTURAL EN6INEERIN6 IF ACTUAL 51TE CONDITIONS VARY FROM WHAT 15 DEPICTED ON THE CONSTRUCTION DOCUMENTS. 3 sD-I M&K project number; 251-22017 PROVIDE 13/4''A l /g° LVL LEDGER FASTENED TO EXISTING RIM w/ (3)Y4" DIA. x 3Y2" LONG project mgr: �.J M SIMPSON SDS SGREWS ® 16" O.G. drawn by: D..JT issue date: 07-'2 2-2 2 REVISIONS: date: initial: HD -I HD -I �EX15TIN6 FLOOR FRAMING TO REMAIN 3 PROVIDE 1 3/4"xll Ya" LVL 3 SD -I LEDGER FASTENED TO EXI5TIN6 SD -I z RIM w/ (3)Y4" DIA. x 3Y2" LONG 51MP50N 5D5 5GREW5 ® 16" O.G. Tu ! _ w J® n — — — — ®� I Q 1 I o v I 1 I- joist's to be installed per z 5D-1 I Q o p Q) I 5D-1 manufactures requirements w �� _ q Q Q I m NEW 11 %" 110 SERIES TJI FLOOR JOISTS 0 11.2" o.c. GIANT'D dz z -- - -- -- -- --- -- -- -- 0 5D- I Q 1l'-4 1/2" t n O J LL I• L Z 0 z Ix � LLB W 'Q 0 0 0 LL �� O 0) M IN FLOOR FRAM I NO/FDUN AT I ON FLAN 2 r%*.S LJJ RECEIVED sheet: Aug 10 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S141.0 HOLD-DOV�N SCHEDULE SYMBOL SPECIFICATION HD -I 51MPSON HTT4 HOLD-DOWN � � UTILIZE 51MP5oN "SET" EPDXY SYSTEM TO FASTEN �/8" DIA. THREADED ROD INTO CONCRETE FOUNDATION. PROVIDE 12" MIN. EMBEDMENT INTO CONCRETE. INSTALL PER MANUF. RECOMMENDATIONS. DO NOT LOCATE ANCHORS WITHIN 13/4" OF EDGE OF FOUNDATION. REFER TO 5-0.0 FOR seal: TYP I GAL 5TRUGTURAL Doti NOTE5 $ 5GHEDULE5 ois 78 � w� SSI�NAL ti�G ® INTERIOR BEARING WALL © oop: fvl 1iIN & 4 P • C — — — BEARING WALL ABOVE (B.W.A), OR 5HEARWALL 3ructurd 15-ga nngq Irn ABOVE (S.W.A) — - - — BEAM / HEADER INTERIOR 5HEAR WALL PANEL OR a CD EXTERIOR 5HEAR WALL w/ 3" o.c. ED6E NAILIN6 Z c� INDICATES NEW FULL -HT. EXT. WALL w rn w Z U • J L METAL HAN6ER CD � Z tm W • INDICATE5 POST ABOVE. PROVIDE 50LID o BLOCKIN6 UNDER P05T OR JAMB ABOVE. + W N v \ / cc o EE r4 #101 #101 DEMOLITION/RENOVATION NOTE5 LU "' — — — — — — — — — — — — — — — — — — • CM FRAMIN6 AND FOUNDATION PLANS HAVE BEEN DESIGNED TO BE J H N c \ / STRUCTURALLY SOUND UPON COMPLETION OF THE WORK. THE MEANS W -0 o \ / I AND METHODS OF GON5TRUGTION ARE THE RESPONSIBILITY OF THE Un \ / / • BUILDER/CONTRAGTOR (UNLESS SPECIFICALLY NOTED ON PLANS). CO)N a� DURIN6 DEMOLITION AND CONSTRUCTION, IT 15 THE W N CID BUILDER/GONTRACTOR'S RESPONSIBILITY TO PROVIDE ADEQUATE NEW ROOF TRUSSES ® 24 Q- \ / o.c. (MAX.) 5 SEE NOTE #1 (TYP) EXISTING ROOF TEMPORARY SHORING/BRACING OF EXI5TIN6 ELEMENTS INTENDED FRAMINTO REMAIN. - i SD -I FRAMIN6 TO REMAIN \ / FASTEN 2x LEDGER THE STRUCTURAL PLANS HAVE BEEN PREPARED WITH EXI5TIN6 \ \ Y TO EA. STUD w/ - - - - - - - - FRAMING/FOUNDATION ASSUMPTIONS AS NOTED ON THE PLANS IT 15 (3)3"XO.I3I" NAILS I I THE BUILDER/GONTRAGTOR'5 RESPONSIBILITY TO CONTACT M+K N I \ EXISTIN6 ROOF - - - - - - - -J L - - - - - - - STRUCTURAL ENGINEERING IF ACTUAL 5ITE CONDITIONS VARY FROM \ FRAMIN6 TO REMAIN / / \L+b BIi� WHAT IS DEPICTED ON THE CONSTRUCTION DOCUMENTS. I NEW 5Y2"A2" 6LB DROPPED +� / \ \ I / / \ M&K project number: 251-22017 �i N project mgr: N J M I � FASTEN EXIST. TRUSS TO EXISTIN6 FLOOR drawn at p`JT SW #108 FRAMIN6 TO REMAIN issue date. 07-22-22 DBL TOP PALTE w/ SIMPSON I +� A35 CLIPS ® 16" O.G. --------------— REVISIONS: date: initial: I i � 6 I I sD-1 I I I I HD-1 ® BOT. L I OF WALL TO o FOUNDATION I / BELOWLLJ I � OUTLINE OF SEGOND EXISTIN6 FLOOR N FLOOR WALL ABOVE FRAMIN6 TO REMAIN ; J � 8 SEE NOTE #1 (TYP. w 5D-1 EA. END OF BEAM) - / � NEW 5Y2 "x I8" 6LB FLUSH TOP 1 ti+e % w 00 +6 4x6 HDR ® ALL NEW EXTERIOR OPENIN65 (TYP. U.N.O.) NOTE #1: FASTEN NEW END STUD TO EXISTIN6 HIP GIRDER TRU55 I STUD w/ 3"x0.131" NAILS ® 12" O.G. VERTICALLY z 4 4 d 5D-I I I 5D-I J 0.� V z t=zzi 2 x W SW #105 4 SW #106 L SD -I X , 1 C z 0 0 LL z 0 z z d 0 < LL O � 0 0 z �� 0 L06 00F/JPP FLOORFRAM N(5 PLAN w 5C.ALr:: I/4°=ILoll RECEIVED Aug 10 2022 sheet: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Slm2.0 HOLD -i�OINN SGH�i�UL� SYMBOL SPECIFICATION HD SIMPSON HTT4 HOLD-DOWN � � UTILIZE SIMPSON "SET" EPDXY SYSTEM TO FASTEN �/�" DIA. THREADED ROD INTO CONCRETE FOUNDATION. PROVIDE 12" MIN. EMBEDMENT INTO CONCRETE. INSTALL PER MANUF. RECOMMENDATIONS. DO NOT LOCATE ANCHORS WITHIN 13/4" OF EDGE OF FOUNDATION. seal: oi w'�s ti RIM BOARD FASTENED TO — SILL PLATE w/ 3"x0.131" TOENAILS @ 6" O.G. FASTEN SHEATHIN6 TO 51LL— PLATE PER EXT. WALL/ SHEARWALL ED6E NAILIN6 REQUIREMENTS -SEE PLANS zQ w N O m FASTEN SOLE PLATE TO RIM BOARD w/ 3"x0.131" NAILS 6" O.G. II II II I- OIST5 (SEE PLAN) d FASTEN NEW 2x P.T. PLATE w/ Y2" DIA. x 11" LONG A.B. w/3"x3"xy4" PLATE WASHER @ 6'-O" O.G. PROVIDE (2) PER PLATE, MIN. 12" 8" FROM EA. END NEW 8" THICK (MIN.) STEM WALL w/#4 HORIZ. @ TOP OF WALL ff @ MID-HE16HT d NEW 8x16 GONG. FT6. w/ (1) #4 GONT. � #4 DOWELS @ 45" O.G. ° PROVIDE STND. HOOK ff EXTEND TO TOP OF STEM WALL I S�GT I ®N BIRD BLOGKIN6 PANELS EVERY TRU55 BAY, BUILDER TO PROVIDE VENTILATION AS REQUIRED IN BLOGKIN6 m FASTEN SOLE PLATE TO RIM BOARD w/ 3"0.131" NAILS @ 6" O.G. GANT'D FLOOR JOISTS (SEE PLANS) RIM JOIST z w w Q LL GRADE L a IIIIIIIIIIII� a°- all 2x EXTERIOR WALL FASTEN FLOOR SHEATHING TO BLOGKIN6 w/23/$"x0.113" NAILS @ 6" O.G. 50LID RIM JOIST BLOGKIN6 BETWEEN JOISTS @ EVERY BAY FASTEN BLOGKIN6 TO SILL PLATE w/ (1) 51MP50N A35 CLIP @ EACH PANEL FASTEN NEW 2x P.T. PLATE w//2" DIA. x 11" LON6 A.B. w/3"x3"xy4" PLATE WASHER @ 6'-0" O.G. PROVIDE (2) PER PLATE, MIN. 12" FROM EA. END NEW 8" THICK (MIN.) STEM WALL w/#4 HORIZ. @ TOP OF WALL $ @ MID-HE16HT NEW 8x16 GONG. FT6. w/ (1) #4 GONT. #4 DOWELS @ 48" O.G. PROVIDE STND. HOOK a ff EXTEND TO TOP OF STEM WALL _ d 2 S�GTI®N PROVIDE (4) #4 DOWELS w/ LOCATIONS AS SHOWN, EPDXY-5ET INTO EXIST. FOUNDATION WALL/FOOTIN6. UTILIZE HILTI HIT-HY 200 EPDXY ANGHORIN6 SYSTEM (OR EQUAL) w/ 4 Y2" MIN. EMBEDMENT IN EXIST. FOUNDATION � 24" EXTENSION IN FOUNDATION. APPLY "WELD-GRETE" BONDIN6 COMPOUND (BY LARSEN PRODUCTS CORPS.) OR APPROVED EQUAL TO GLEAN WALL $ FOOTIN6 FACE PRIOR TO CONCRETE POUR. PROVIDE (2) #4 BARS @ FOOTIN6 3 5GTION N.T.S. 2'-0" EXI5TIN6 41/2" FOUNDATION WALL NEW FOUNDATION WALL 7 ESE\/AT10N FASTEN SHEATHIN6 TO — BLOGKIN6 w/ 23/$"x 0.113" NAILS @ 6" O.G. GABLE END TRU55 GABLE END VERTIGALS FASTEN ROOF 5HT6. TO SHEATHED W/ SHALL BE SPAGED @ BLOGKIN6 w/ 2Y2"xO.131" @ 05B/PLYWOOD PER 24" o.G. (MAX.) 6 O.G. EXTERIOR WALL EXI5TIN6 6ABLE SPEGIFIGATION OF END TRUSS LOW ROOF TRUSSES WALL BELOW. PROVIDE SABLE (SEE PLAN) FASTEN BOTTOM END BRAGIN6 CHORD OF SABLE END PER TRUSS TRU55 TO DBL. TOP MANUFACTURER PLATE w/ 3"x0.131" TOENAILS @ 8" O.G.___ Im\ 2x6 EXTERIOR FASTEN ROOF TRUSS TO TOP SHEAR WALL PLATE OF WALL WITH 'SIMPSON' - SEE PLAN ff H2.5T CLIP $ (5) 3"xO.131" SPEGIFIGATIONS TOENAILS. � S�GTION 5HT6. SPLICE PROVIDE 2x4 BLOGKIN6 @ 2x EXTERIOR 48 O.G. IN FIRST (3) BAYS OF GL6. J015T5-GUT TO FIT 2x EXTERIOR- - SEE PLAN � SHEAR WALL T16HT BETWEEN JOISTS SHEAR WALL -SEE PLAN 4 SPEGIFIGATIONS FASTEN DRYWALL TO SPECIFICATIONS BLOGKIN6 w/ SGREWS /NAILS @ 6" O.G. 5 5�GT1ON �� SCALE. 3/4 O 6 SECTION SCALE• 3/4 -I -0 FASTEN EXISTIN6 BOTTOM CHORD OF END TRU55 TO DBL. TOP PLATE w/ SIMP50N A35 CLIPS @ 16" o.c. TRUSS HANGER (PER MANUF) — S�.GTION SCALE: 3/4"=1'-O' POUR NEW FND. WALL � FOOTIN6 PER TYPICAL FOUNDATION DETAILS. 2x6 GONT. 5LOGKIN6. FASTEN TO EA. STUD w/ (3) 3"x0.131" NAILS EXISTING 2x EXTERIOR WALL ABOVE. EXI5TIN6 FLOOR SYSTEM DROPPED BEAM (SEE PLAN) ©cop : n 11i3:N&KIP Sructurd EngiaEnng Ire cD z_ N_ J cc C 4 w CT) w z U cD o z L w cm � Q c v Z cc CU M rc Z W = a J Coe) o Z cl)_a C=) W 2 Ln ~ to CO) p W N CD F umber: 251-22017 N JM D JT 07-2 2-2 2 REVISIONS: date: initial T� V W Ld 0 z w EXI5TIN6 EXT. WALL ABOVE FASTEN SHEATHIN6 TO BLOGKIN6 w/ 23/6"x 0.113" NAILS @ 6" O.G. 2x6 GONT. BLOGKIN6. FASTEN TO EA. STUD w/ (3) 3"x0.131" NAILS v 1 .J W 0 LOW ROOF TRUSSES TRUSS HANGER n I� (SEE PLAN) (PER MANUF) T �--I z z_ EXISTIN6 FLOOR SYSTEM m -GUT JOISTS BACK AS REQ'D FOR W INSTALLATION OF NEW FLUSH TOP BEAM FLUSH TOP BEAM (SEE STRUCT. PLAN u � Q S GTION ) z 8 SCALE: 3/4"=1'-0" w 0 12 RECEIVED UJ Aug 10 2022 sheet: CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SDm1