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APPROVED PLN_BLD-RESUB1 BLD2022-0866+Architectural_Plan+9.26.2022_12.10.04_AM+3127666DRAWING SCHEDULE AO.1 COVER SHEET/ GENERAL INFORMATION A1.0 SITE PLAN A2.0 DEMOLITION / PROPOSED PLAN A3.0 PLUMBING PLAN / ELECTRICAL PLAN A4.0 FOUNDATION / FLOOR JOIST / ROOF JOIST A5.0 EXTERIOR / INTERIOR ELEVATIONS A6.0 WALL DETAILS A6.1 ROOF DETAILS A7.1 GENERAL NOTES A8.1 ENERGY CALCULATIONS TAX PARCEL NO. 00447500000500 ZONING CODE CLASSIFICATION: SINGLE FAMILY - R - 111 SINGLE FAMILY RESIDENCE - DETACHED LOT AREA: 8,276 SF QUATER-SECTION- TOWNSHIP -RANGE: NE-27-03-36 ADDRESS 23508 94TH AVE W , EDMONDS, WA 98020-5611 LEGAL DESCRIPTION FIRWOOD RIDGE DIVISION A BLOCK 000 D-00-LOT 5 SQUARE FOOTAGES MAIN FLOOR 1,389 sq.ft. SECOND FLOOR 000 sq.ft. TOTAL LIVING AREA 1,389 sq.ft. GARAGE 561 sq.ft. ENTRY PORCH 100 sq.ft. BACK DECK 0 sq.ft. BUILDING CODE ALL WORK TO CONFORM TO: 2018 INTERNATIONAL BLDG. CODE (IBC) 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) 2018 WASHINGTON STATE ENERGY CODE, RESIDENTIAL PROVISIONS (WSEC) 2018 UNIFORM PLUMING CODE (IAPMO) AS AMENDED BY PIERCE COUNTY AND AUTHORITIES OF JURISDICTION. MECHANICAL & ELECTRICAL PERMITS TO BE ACQUIRED BY OTHERS PLUMBING PERMITS TO BE ACQUIRED BY OTHERS ENERGY CODE CODE: WASHINGTON STATE ENERGY CODE, 2018 EDITION, PRESCRIPTIVE METHOD, TABLE R 402.1.1 OR BETTER WITH MINIMUM BELOW: INSULATION: ROOF: FLAT CEILING ROOF: FLAT CEILING - A. FRAMING WALLS: WALLS (BELOW GRADE): SLAB (FULL) FLOORS: WATER SUPPLY: R-4 9 R-38 R-21 R-10/15/21 I NT+TB R-10 R-38 R-3.5 PROJECT DESCRIPTION: SCOPE OF PROJECT: ADD ADDITION BEDROOM SPACE TO THE EXISTING HOME ALTERATIONS TO AN EXISTING BUILDING SYSTEM SHALL CONFORM TO THE PROVISIONS OF THE 2018 INTERNATIONAL ENERGY CONSERVATION CODE, RESIDENTIAL PROVISIONS, AS THOSE PROVISIONS RELATE TO NEW CONSTRUCTION W/O REQUIRING THE UNALTERED PORTION OF THE EXISTING BUILDING SYSTEM TO COMPLY WITH THIS CODE. SEE R502.1 ALTERED FOOTAGE CALCULATION: EXISTING HOUSE = 1389 S.F. EXISTING GARAGE = 560 S.F. EXISTING DRIVEWAY = 850 S.F. ENTRY PORCH = 48 S.F. BACK PORCH = 90 S.F. SITTING PORCH = 120 S.F. SIDEWALK = 15 S.F. NEW ADDITION = 200 S.F. TOTAL = 3272 S.F. IMPERVIOUS AREA: 3272 S.F. / 8,277 S.F. = 38% FENESTRATION: FENESTRATION U-FACTOR: U-.30 PROJECT NOTE: SKYLIGHT U-FACTOR: U-.50 LOCATION 1. ALL NEW EXTERIOR HEADERS ARE REQUIRED TO BE INSULATED W/ A MIN OF R-10 INSULATION 2. CORNERS OF STUD WALLS ARE REQUIRED TO BE FULLY INSULATED. 202 3. DUCTS ARE REQUIRED TO BE INSULATED TO A MIN. OF R-8. R403.3.1 4. HOT WATER PIPES ARE REQUIRED TO BE INSULATED TO A MIN. OF R-3. R403.5.3 ENERGY EFFICIENCY REQ. SEE SHEET A8.0 FOR OPTION DESCRIPTIONS OPTION: X CREDIT VALUE: X.0 OPTION: X.X CREDIT VALUE: O.X APPROVED BY PLANNING 1 7/ TOTAL CREDITS: 3.5 Nov 02 2022 City Of Edmonds Building Department Work --------------------------------------- Wolla addition Address 23508 94th a❑e w Owner WOLLA ------------ ------------------------------------ Approved Date 10/28/2022 Building Official l elf- 910014MV v Permit Number bId2022-0866 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES APPROVED PLANS MUST BE ON JOB SITE ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE r- — - — - — - — - — - — - — - — - — - SEPARATE PLUMBING PERMIT , ■ REQUIRED FOR THIS PROJECT. L- — - — - — - — - — - — - — - — - — - ----------------------------------------------- Interconnected Smoke Alarms Are A Requirement; Of This Permit In Accordance With R314.2.2 ..............................................I . The following documentation shall be available on ' site for the building inspector: ❑X COE APPROVED ARCHITECTURAL PLAN SET ® COE APPROVED STRUCTURAL PLAN SET ❑COE REVIEWED CALCULATION PACKET ❑ ENERGY CREDIT WORKSHEET ❑ SITE PLAN ❑ CIVIL PLAN !❑ OWNERS: ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 , OWNER: DEBI WOLLA CONTACT: (206) 769-7010 ADDRESS: 23508 94TH AVE W EDMONDS, WA 98020-5611 EMAIL: dwolla@comcast.net DRAFTER: LENTZ DESIGNS CONTACT: (253) 304-3145 ADDRESS: 26506 187th AVE. SE. COVINGTON, WA. 98042 DESIGNER: LENTZ DESIGN CONTACT: (253) 304-3145 ADDRESS: 26506 187th AVE. SE. COVINGTON, WA. 98042 CONTRACTOR: TBD CONTACT: (XXX) XXX-XXX EMAIL: XXX@XX.com Q 9 HARBOR FREIGHT TOOLS #` Wonton Nbodle House Woodway s —' Y FIVE Restaurant Bistro GO is T & T Seafood , Restaurant -_ ° o QFC Pagliacci Pizza as IV Es erance 228th St SW p 22 sth St Sw ' -_ -- 0� I( Q i r _ 0 Bucatin' r - Domino�Pizza 11 United States Bartell Drugs. Servic F � Q j. Papa Murphy's I Take IL 23508 94th Ave W, N' Bake ... St SW a O t Edmonds, A 98020 T.J. Maxx 0 � rz Mountlake 23, Terrace Travelodge by Nile Golf Course 7 Wyndham Seattle. ioajo Studio 6 Mountlak, Firdale Burlington Terrace, WA... ile �hrime Golf Club .- - - --- _- _ 'Caravan Kebab E -----Arby_'s-_ ©. ► 9 --- --- ----- - kite Aid' Kruckeber Botanic Garden FedEx Office Print & Y Caltholic -- Ship Cent... Cemetery ,--. z N zooth St ?0oth St z __ -== Pagli Q Feedback EDMONDS SNOHOMISH COUNTY, WASHINGTON REVISIONS: DATE: xx-xx-xx N LIj U) O 00 rn L o Z U W N ~ Z Lu J w a > Q oo (0 N Z Oi- C7 ZIr i O U "Zj- M o M LO 0 WN 0 O 00 >a Q a� J cli J �-- o �Z 00o O co LID N W w U) a w Z L p w Q a w F CONTENT: RESU Sep 26 202 CITY OF EDMONDS DEVELOPMENT SERVIC S CO\ /E IMPARTMENT SHEET/ GENERAL INFORMATION DRAWN BY: DL DATE: 02/25/2022 SCALE: 1 /4"=V-0" PROJECT NUMBER: A-0160 SHEET NO: AO. 1 ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OR OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF NORTHWEST VINTAGE HOMES AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM NORTHWEST VINTAGE HOMES GENERAL DEMOLITION NOTES 1. THE CONTRACTOR SHALL COORDINATE ALL TRADES REQUIRED TO PERFORM DEMOLITION WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS. 2. WHERE PARTIONS ARE TO BE REMOVED, ALL ELECTRICAL OUTLETS SWITCHES SHALL BE DISCONNECTED AT SUPPLY JUNCTION BOX. 3. WHERE GLUE -DOWN CARPET, RESILIENT FLOORING OR OTHER GLUED FLOORING IS BEING REMOVED, REMOVE ALL ADHESIVES TO LEAVE FLOOR WITH SMOOTH, LEVEL SURFACE. 4. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY, SAFEGUARDS, BARRIERS, TEMPORARY POWER, LIGHTING, FIRE PROTECTION, ETC., AS REQUIRED DURING DEMOLITION. 5. THE CONTRACTOR SHALL PROTECT NEW AND EXISTING MATERIALS AND FINISHES FROM DAMAGE WHICH MAY OCCUR DURING CONSTRUCTION. DAMAGE TO EXISTING MATERIALS, FINISHES, STRUCTURES, AND EQUIPMENT SHALL BE REPAIRED OR REPLACED TO THE SATISFACTION OF THE OWNER AT THE EXPENSE OF THE CONTRACTOR. 6. THE SUB -CONTRACTORS SHALL REMOVE ALL WASTE MATERIALS AND CLEAN AREA ON A DAILY BASIS, AND THE BUILDING REFUSE FACILITIES SHALL NOT BE USED FOR THIS PURPOSE. 7. THE CONTRACTOR SHALL CAREFULLY STOCKPILE ANY DOORS, FIXTURES, ETC., THAT THE OWNER MAY DEEM FIT FOR FUTURE USE.. 8. OWNER SHALL RESERVE THE RIGHT TO KEEP ALL SALVAGEABLE MATERIALS SUCH AS CABINETRY, DOORS, & HARDWARE, , FIXTURES, LIGHT FIXTURES, ETC. WALL LEGEND NEW WALL DEMO. WALL C----= DEMO. NOTE 0 DEMOLITION SCHEDULE MK REMARKS 1 REMOVAL OF CABINETS & APP. , FILL IN AND REPAIR 2 REMOVAL OF WALL, FILL IN AND REPAIR, WHERE NEEDED 3 REMOVAL OF WINDOW, FILL IN AND REPAIR 4 REMOVAL OF DOOR, FILL IN AND REPAIR WHERE NEEDED 5 NOTES: VERIFY 2" MAX. ELEVATION CHANGE AT DOOR OR ADD TRANSITION. REQUIRED EXIT DOORS SHALL HAVE NO ADDITIONAL LOCKING DEVICES. REQUIRED EXIT DOOR HARDWARE SHALL UNLOCK INSIDE AND OUTSIDE MECHANISMS WHEN EXITING THE HOME ALLOWING REENTRY WITHOUT THE USE OF A KEY TOOL OR SPECIAL KNOWLEDGE. DINING ROOM EXIST EXISTING HOME, NO WORK IN THIS AREA. LIVING ROOM EXIST HORIZONTAL GRAB BAR INSTALLED AT ALL SIDES OF SHOWER STALL MAX.6" FROM ADJACENT WALLS BETWEEN +33'- +36" A.F.F. R330.8.5.2 - TYP. VERTICAL GRAB BARS 18" MIN. IN LENGTH INSTALLED THE CONTROL END OF WALL MOUNTED 4" OF THE EXTERIOR OF THE SHOWER WALL 4" INSIDE THE SHOWER STALL MOUNT 36" TO 42" A.F.F. R330.8.5.1 - TYP. 18" LONG VERTICAL GRAB BAR TO BE INSTALLED AT CONTROL END AND HEAD END WALL OF SHOWER WITHIN 4" EDGE OF FACE BOTTOM AT +36' - +42" A.F.F. R330.8.4.1 - TYP. FOLDING DOWN GRAB BAR TO BE INSTALLED ON BOTH SIDES OF W/C @ +33" TO 36"A.F.F. CENTERLINE EXTENDING 28" FROM WALL, TYP. DISTANCE BETWEEN GRAB BAR SHALL BE BETWEEN 25" MIN. + 30" MAX. R330.8.3 TYP. R 301.1 APPLICATION. PEEL BACK FLOORING TO NEXT BUILDINGS AND STRUCTURES, AND PARTS THEREOF, SHALL BE FLOOR JOIST TO START NEW CONSTRUCTED TO SAFELY SUPPORT ALL LOADS, INCLUDING DEAD LOADS, LIVE LOADS, ROOF LOADS, FLOOD LOADS, WIND LOADS AND FLOORING 2-LAYERS OF 32 PLYWOOD SEISMIC LOADS AS PRESCRIBED BY THIS CODE. THE CONSTRUCTION OR 1.25" THICK PLYWOOD AT TILE OF BUILDINGS AND STRUCTURES IN ACCORDANCE WITH THE FLOOR. PROVISIONS OF THIS CODE SHALL RESULTS IN A SYSTEM THAT *BEGIN THE PROJECT FOR PROVIDES A COMPLETE LOAD PATH THAT MEETS ALL REQUIREMENTS REMOVE TOP AND SUB FLOORING GRADING AND PREPARING FOR THE TRANSFER OF ALL LOADS FROM THEIR POINT OF ORIGIN TO EXISTING JOIST TO START SOILS FOR A BUILDING THROUGH THE LOAD -RESISTING ELEMENTS TO THE FOUNDATION. NEW ADDITION.THIS AREA CONSTRUCTION PROJECT R502.5 IRC FOR (2) 2x12 FOR HEADER OVER GARAGE DOOR ONLY _q-NV.gLVING CLEARING AND GRUB)BING CHECK FOR SEWER - - - - - -I- - - - LINEIS, AND ANY IMPORTANT UNDEIRGROUND CLOS. CLOS. REQUIIREMENTS.CALL BEFORE EXIST EXIST = _ I DIGGIING 811 - DIGGING ANYVHERE IN THE STATE OF WASHIINGTON WITHOUT co / I I CALLIING FOR A UTILITY h 1 II LOCAITE IS AGAINST STATE o BEDROOM I / I LAW.I R401.4 (SOIL TEST) 10' 4" x 11' 9" EXIST IT x II II I II I I I I REMOVE EXTERIOR ROOFING II L - � REMOVE EXISTING DOOR & FRAME FOR 1 I FASCIA AND PARTIAL ROOF E / �I r = _� 11�j I TRUSISES FOR NEW ADD ON ROOF NEW DOORS THIS S ABO�E W REMOVE EXTERIOR ° L �I� I SIDLING, STUDS TO BUILD WALL SUP)jORTING DOOR WITH HEADER a \I II BLO K OFF AREA WITH SAFETY / / I RIBBON WHEN REMOVAL BEGINS. CD I PUT UP SIGNS AT ENTRY WAYS \ I / E III ANDIYELLOW RIBBON TO MARK UNSAFE ROUTES AND ENTRANCES x OS / I II FORIDOOR OPENING, KEEP AREA BEDROOM #2 tDR00M 1 \� CLEAN AND SAFE AT ALL TIME NEW10" x 11t-6" \ I i DUR NG CONSTRUCTION 11'-9" x 12'-2" EXIST I / I I EXITING FOOTING AND W - J R�MOVE WALLS FOR\ I FOUNDATION WALL TO REMAIN N W BEDROOMI 'OCATION, PREPARE I I REMOVAL OF WALL, 'FOR NEW DOO� IN \ ,-, THIS AREA I I I I I I (E) 4' -0"X 6' -0" SL (E) 4' -0"X l6' -0" SL ) - -------------- HAVE A SAFETY PLAN SOLUTION WRITTEN. SAFETY PLANS (OR PROGRAMS) ARE RECORDS OF HOW AN ESTABLISHMENT IS PROTECTING (OR PLANS TO PROTECT) EMPLOYEES OVERALL FOR A SAFETY OR HEALTH HAZARD. A SAFETY PLAN FOR HOUSE HOLD SAFETY BEFORE WORK AND WHILE WORK IS IN PROGRESS. FOLLOW OSHA REQUIREMENTS FOR WORK AREA, STATIONING AREA, HOUSE -HOLD SAFETY, RESPIRATORY PROTECTION AND EMERGENCY RESPONSE PLAN. EXISTING PLAN P R O P O S E D (ADDITION TO EXISTING HOME) DEBI WOLLA 23508 94th AVENUE EDMONDS, WA. 98020 90RG H S C A L E: 1/4" = V-0" 3'-6" 8'-0" 2'-0" 4'-0 3/8" 3'-7» DRYWALL (GYPSUM BOARD) NEW 4" STUD WALI, 1. EXTERIOR WALLS OF ACCORDANCE WITH AT 16" O.C. TABLE R602.3.1 GYPSUM BOARD SHALL BE APPLIED AT RIGHT ANGLES OR PARALLEL TO " o FRAMING MEMBERS R602.3. CLOS. CLOS. CF01 y 2. GYPSUM BOARD SPACING OF FASTENERS USED EXIST EXIST LINEN '',,,\ wC TO ATTACH GYPSUM BOARD SHALL COMPLY 0L SHOWER I WITH TABLE R702.3.5. 0 N a N 3. CEILING BOARD THICKNESS WALLS 2", AT ® BATE= CEILINGS 8" THICK - R702.3. o BATH SHOWER 9'-0" :�j i-5' 4. MOISTURE RESISTANT DRYWALL BEHIND x -2„ 40"x48" o o SINKS AND SHOWERS - R702.3.7. BEDROOM #3 .0900 F. x 10'-4" x 11'-9" 00 0 15 1 2x6 HEAD-_ REMOVE EXISTING SIDING THIS SIDE - CD EXIST o� A6.0 �' 16 POCKED R" FOR NEW WALL CONSTRUCTION: " M POCKET DOOR" 6•0 - - - - - - - I REMOVE SIDING, MOISTURE BARRIER, E 1 1 2x6 HEADER WALK-IN `V » EXTERIOR WOOD STUDS DOWN TO FLOOR w S 6•0 LAUNDRY CLOSET 1 -10 'o TO PREPARE FOR NEW EXTERIOR WALL. 7--2x 3'-7" 5 4-3,5-4 1 -5 1/2" PULL BACK MOISTURE BARRIER AND N N SHEATHING TO MAKE READY FOR NEW HALL STACK FOLDING �_ 00 WALL AND EXISTING CONNECTION. ONCE TA E I DOOR OPENING HAS BEEN INSTALLED, INSTALL EXTERIOR SHEATHING AROUND VOIDS - NAIL (WAC 2018 IRC TABLE UTDOOR 602.3.1 ON REPAIRS), INSTALL W W BED O O M #1 NEW 6" STUD WAL MOISTURE BARRIER COVERING ALL NEW O AT 16" O.C. WITH mEATING CONSTRUCTION AREA AND WRAP ALL OF N 17 ' X 1 ' 10" (INSIDE) R-21 INSULATION " DOOR FRAME, INSULATE, INSTALL A 2_7= REMO ELEDFAREA a GALVANIZE FLASHING AT DOOR OPENINGCD NVAl 388-i6-106H6 - °� ° � �� a, cn OUTSIDE OF THE WRAP, CAULK ANY AIR N E - GAPS AND SMALL OPENINGS, INSTALL A N CLOS. `n o THRESHOLD GALV. FLASHING AT THE J x O EXIST j - BOTTOM OF DOOR, INSTALL A GALV . N BEDROOM #2 2018 '2 C R403.1 `9 METAL FLASHING FOR THE DRIP EDGE ON N _ x 12-2 AT LEAST ONE x TOP OF DOOR. REPLACE SIDING TO = d EXIST THERMO TAT SHALL MATCH PAINT CAULK TO MATCH LIKE 2 _ wl< BE PRO IDED FOR I NEW (D WALK-IN CLOSET EACH SlIPARATE HEATINT & COOLING WINDOWS AND DOORS HEADERS d SYSTEM SHALL BE INSULATED WITH MIN. R10 INSULATION. O U (E)4'-0"X 6'-0" SL 25-0" EXISTING (E)4'-0"X 6'-0" SL NOTE: 1. BUILDING THERMAL ENVELOPE MEETS REQUIREMENTS FOR SECTION R402.1.1 THROUGH R402.1.5 2. ALTERATIONS R501.1.1 3. EVERY SLEEPING ROOM SHALL BE PROVIDED WITH EMERGENCY ESCAPE AND RESCUE WINDOWS AS REQUIRED BY SECTION R310. NO ALTERNATIVES TO THE SILL HEIGHT SUCH AS STEPS, RAISED PLATFORMS.TYP. AT ALL BEDROOMS. R330.6 WALL LEGEND EXIST WALL TO REMAIN U.N.O. ------------- DEMOLISHED WALL U.N.O. NEW 4" INTERIOR STUD WALL 2X4 @ 16" O.C. W/ 2" GYP. BD.EA. SIDE AND SOUND BATT INSULATION BTWN. USE 2X6 WHERE NECESSARY FOR PLUMBING U.N.O. PATIO NOT PART OF THIS PROJECT • NEW I GENERAL NOTES: 1. ALL BEDROOMS AND BATHROOMS DOORS SHALL BE OPENABLE FROM THE OUTSIDE. 2. EVERY CLOSET SHALL BE READILY OPENABLE FROM THE INSIDE. 3. OPERABLE PARTS OF DOOR HANDLES, PULLS, LATCHES, LOCKS, AND OTHER DEVICES INSTALLED SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST. 4. HORIZONTAL AND VERTICAL GRAB BARS SHALL MEET THE REQUIREMENTS OF SEC. R330.8 5. 2018 IRC SECTION R311.3.1 RESTRICTS THRESHOLD HEIGHT A REQUIRED EXIT DOOR IN RESIDENCES TO 1 1,-2 INCHES FROM THE TOP OF THE THE THRESHOLD TO THE FLOOR OR LANDING ON EACH SIDE OF THE DOOR. ANY OTHER EXTERIOR DOOR HAS A THRESHOLD HEIGHT LIMITED TO 7 3/ INCHES. 6. SECTION R311.2 STATES THE WIDTH OF THE CLEAR OPENING OF THE REQUIRED EGRESS DOOR MUST BE AT LEAST 32 INCHES FROM THE FACE OF THE DOOR TO THE DOOR STOP AT THE JAMB OR THE OPENING AND THE HEIGHT OF THE OPENING MUST BE A MINIMUM OF 78 INCHES FROM THE DOOR STOP AT THE HEAD OF THE OPENING TO THE TOP OF THE THRESHOLD. 7. A CLOSET DEPTH OF AT LEAST 24 INCHES IS STANDARD, 48 INCHES OF ROD SPACE FOR EACH PERSON WHO WILL USE THE CLOSET. SHELVES SHOULD BE A MINIMUM OF 11 INCHES DEEP, THOUGH 15 INCHES IS PREFERABLE. 8. NEW INFILL WALL CONSTRUCTION: 2X6 STUD WALL INFILL OVER 2X6 BOTTOM PLATE,INFILL BETWEEN STUD SPACE WITH R-21 INSULATION, PULL BACK EXISTING SIDING TO ALLOW FOR GOOD SEAL FOR NEW EXTERIOR HOUSE WRAP,INSTALL. 9. INTERIOR SHEATHING TO MATCH EXISTING, INSTALL SIDING TO MATCH, PAINT TO MATCH EXISTING HOUSE,INSTALL DRYWALL INSIDE, TAPE, TEXTURE TO MATCH EXIST INTERIOR WALL, PAINT INTERIOR ROOM TO MATCH EXISTING. PROPOSED PLAN P R O P O S E D (ADDITION TO EXISTING HOME) DEBI WOLLA 23508 94th AVENUE EDMONDS, WA. 98020 E 0 n � H S C A L E: 1/4" = V-0" GENERAL FRAMING NOTES: PROVIDE SOLID BLOCKING AT BEARING & MIDSPAN (8'-0" MAXIMUM SPACING) AT ALL FLOOR JOISTS AND ROOF RAFTERS. ALL WOOD IN CONTACT WITH CONCRETE OR SOILS SHALL BE PRESSURE TREATED. BEAMS ENTERING CONCRETE SHALL HAVE MIN. AIR SPACE ON TOPS, SIDES AND ENDS. PLACE ON 30# BUILDING PAPER OR APPROVED SST -BASE. R317.3 FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL. REVISIONS: DATE: XX-XX-XX N LLj O 00 O U Z (7 U) Lu N W J cf)W(o QLoC Q �0� O N ~ U z i U Lo co M Lo 04 -a)- 0 O N WO 0 C) ao � O O W Q QQ J � O C) 00 N LLJ ui < 66 U) a L Z � U p L Q O L O EL cn CONTENT: RESUB D E M 0 L '�Wo2 PROP'0 � " NRVICE FLOOR PLAN DRAWN BY: DL DATE: 02/25/2022 SCALE: 1 /4"=V-0" PROJECT NUMBER: A-0160 SHEET NO: A2.0 ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OR OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF NORTHWEST VINTAGE HOMES AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM NORTHWEST VINTAGE HOMES R303.10 REQUIRED HEATING. WHEN THE WINTER DESIGN TEMPERATURE IN TABLE R301.2(1) IS BELOW 60OF (160C), EVERY DWELLING UNIT SHALL BE PROVIDED WITH HEATING FACILITIES CAPABLE OF MAINTAINING A MINIMUM ROOM TEMPERATURE OF 68OF (20°C) AT A POINT 3 FEET (914 MM) ABOVE THE FLOOR AND 2 FEET (610 MM) FROM EXTERIOR WALLS IN ALL HABITABLE ROOMS AT DESIGN TEMPERATURE. THE INSTALLATION OF ONE OR MORE PORTABLE HEATERS SHALL NOT BE USED TO ACHIEVE COMPLIANCE WITH THIS SECTION. 408.6 SHOWER COMPARTMENTS. SHOWER COMPARTMENTS, REGARDLESS OF SHAPE, SHALL HAVE A MINIMUM FINISHED INTERIOR OF NINE HUNDRED (900) SQUARE INCHES (0.58 M2) AND SHALL ALSO BE CAPABLE OF ENCOMPASSING A THIRTY (30) INCH (762 MM) CIRCLE. THE MINIMUM REQUIRED AREA AND DIMENSIONS SHALL BE MEASURED AT A HEIGHT EQUAL TO THE TOP OF THE THRESHOLD AND AT A POINT TANGENT TO ITS CENTERLINE. THE AREA AND DIMENSIONS SHALL BE MAINTAINED TO A POINT OF NOT LESS THAN SEVENTY (70) INCHES (1,778 MM) ABOVE THE SHOWER DRAIN OUTLET WITH NO PROTRUSIONS OTHER THAN THE FIXTURE VALVE OR VALVES, SHOWER HEAD, SOAP DISHES, SHELVES, AND SAFETY GRAB BARS OR RAILS PLUMBING NOTES: ACCORDING TO THE INTERNATIONAL RESIDENTIAL CODE, EVERY TRAP OR TRAPPED FIXTURE REQUIRES A VENT. THE VENT SYSTEM TYPICALLY CONSISTS OF A MAIN VENT THAT EXTENDS ABOVE THE ROOF FAR ENOUGH TO PREVENT OBSTRUCTION FROM SNOW. OTHER VENTS IN THE HOUSE LINK TO THIS MAIN VENT. VENTS ARE REQUIRED TO BE AT LEAST HALF THE DIAMETER OF THE DRAINPIPE THAT THEY SERVE, SO A 3-IN. DRAINPIPE SERVING A SINGLE-FAMILY HOME NEEDS A MAIN VENT THAT IS AT LEAST 1-1/2 IN. DIA. ALLOW TO CONNECT THE KITCHEN VENT TO THE MAIN VENT IN THE ATTIC AS LONG AS THE MAIN VENT IS THE PROPER SIZE AND EXTENDS THROUGH THE ROOF. A VENT PIPE IS REQUIRED TO BE 3-IN. VENT PIPES DIA. INSTALLED IN PROPOSED 1-BEDROOM.. DRYER EXHAUST DUCTLESS DRYER. 225.0 WATER HEATER (CONSUMER ELECTRIC STORAGE) - A CONSUMER PRODUCT THAT USES ELECTRICITY AS THE ENERGY SOURCE TO HEAT DOMESTIC POTABLE WATER, HAS A NAMEPLATE INPUT RATING OF TWELVE KILOWATTS OR LESS, CONTAINS NOMINALLY FORTY GALLONS BUT NO MORE THAN ONE HUNDRED TWENTY GALLONS OF RATED HOT WATER STORAGE VOLUME, AND SUPPLIES A MAXIMUM HOT WATER DELIVERY TEMPERATURE LESS THAN ONE HUNDRED EIGHTY DEGREES FAHRENHEIT. 407.2 WATER CONSUMPTION. THE MAXIMUM WATER FLOW RATE OF FAUCETS SHALL COMPLY WITH SECTION 407.2.1 THROUGH SECTION 407.2.2 407.2.1 MAXIMUM FLOW RATE. THE MAXIMUM FLOW RATE FOR PUBLIC LAVATORY FAUCETS SHALL NOT EXCEED 0.5 GPM AT 60 PSI (1.9 L/M AT 414 KPA). 407.2.1.1 RESIDENTIAL LAVATORY FAUCETS. THE MAXIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT EXCEED 1.2 GALLONS (4.54 L) PER MINUTE AT 60 PSI. THE MINIMUM FLOW RATE OF RESIDENTIAL LAVATORY FAUCETS SHALL NOT BE LESS THAN 0.8 GALLONS (3.03 L) PER MINUTE AT 20 PSI. 407.2.1.2 LAVATORY FAUCETS IN COMMON AND PUBLIC USE AREAS. THE MAXIMUM FLOW RATE OF LAVATORY FAUCETS, INSTALLED IN COMMON AND PUBLIC USE AREAS (OUTSIDE OF DWELLINGS OR SLEEPING UNITS) IN RESIDENTIAL BUILDINGS, SHALL NOT EXCEED 0.5 GALLONS (1.89L) PER MINUTE AT 60 PSI. 407.2.2 METERING FAUCETS. METERED FAUCETS SHALL DELIVER A MAXIMUM OF 0.25 GALLONS (1.0 L) PER METERING CYCLE IN ACCORDANCE WITH ASME A112.18.1/CSA B125.1. 402.5 SETTING. FIXTURES SHALL BE SET LEVEL AND IN PROPER ALIGNMENT WITH REFERENCE TO ADJACENT WALLS. NO WATER CLOSET OR BIDET SHALL BE SET CLOSER THAN FIFTEEN (15) INCHES (381 MM) FROM ITS CENTER TO ANY SIDE WALL OR OBSTRUCTION NOR CLOSER THAN THIRTY (30) INCHES (762 MM) CENTER TO CENTER TO ANY SIMILAR FIXTURE. THE CLEAR SPACE IN FRONT OF ANY WATER CLOSET OR BIDET SHALL BE NOT LESS THAN TWENTY-FOUR (24) INCHES (610 MM). NO URINAL SHALL BE SET CLOSER THAN TWELVE (12) INCHES (305 MM) FROM ITS CENTER TO ANY SIDE WALL OR PARTITION NOR CLOSER THAN TWENTY-FOUR (24) INCHES (610 MM) CENTER TO CENTER. (CLOTHES DRYER DUCTLESS DRYER, VENTLESS DRYER, CONSTANTLY RE -CIRCULATES AIR,) R303.5.2 EXHAUST OPENINGS. EXHAUST AIR SHALL NOT BE DIRECTED ONTO WALKWAYS. ALL EXHAUST DUCTS SHALL TERMINATE OUTSIDE THE BUILDING. TERMINAL ELEMENTS SHALL HAVE AT LEAST THE EQUIVALENT NET FREE AREA OF THE DUCT WORK. R303.5.2.1 EXHAUST DUCTS. EXHAUST DUCTS SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS. ALL EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO A MINIMUM OF R-4. EACH "P" TRAP SHALL HAVE A WATER SEAL OF NOT LESS THAN 2 INCHES AND NOT MORE THAN 4 INCHES AND SHALL BE SET TRUE TO ITS SEAL. (6) SIZE. TRAPS SHALL BE NOT LESS THAN 1 1/4 INCHES IN DIAMETER. A TRAP SHALL NOT BE LARGER THAN THE WASTE PIPE TO WHICH IT IS CONNECTED. RECONNECT HOT AND COLD WATER LINES TO NEW SINKS, TOILETS, AND SHOWERS AT THEIR NEW LOCATIONS. RECONNECT ALL NEW WASTE WATER LOCATIONS TO EXISTING WASTE WATER LINES. FOLLOW ALL PLUMBING 2018 CODES WHEN REWORK IS BEING DONE. 7 1. 4" BRANCH WATER LINE CONNECT TO 2. 2" WATER LINE TO SINK 3. 1 2" DIA. SINK WASTE LINE, BATH WASTE LINE 4. 3" DIA. WASTE PIPE TOILET CONNECT TO EXIST HOUSE SEWER. 5. LAUNDRY PIPE 2" DIA. __ , L_ 1/ .11 CLOS. CLOS. GFCI 3 EXIST EXIST LINEN WG C-)ALLBATHROOMS - TOILET 0 SHOWER I ROOMS MECHANICAL EXHAUST ao~xa8~ CAPACITY OF 50 CFM m ® VENT'_ I INTERMITTENT OR 20 CFM 0 408.4 WASTE OUTLET. SH ERS ® CONTINUOUS TYP.R303.3 4ox48R 0 ° CW BATHROOMS. EXHAUST SHALL HAVE A WASTE OUTIRT I H DIRECTLY TO THE OUTSIDE. � AND FIXTURE TAILPIECE NOT A FCI �C LESS THAN TWO (2) INCH (50 R 2x6HEADER THE POINT OF DISCHARGE OF EXHAUST AIR SHALL BE o MM) IN DIAMETER. POCKETD00R AT LEAS 3 FEET FROM ANY FIXTURE TAILPIECES SHAII BE � OPENING INTO THE CONSTRUCTED FROM THE 2A yrER BUILDIN . w MATERIALS SPECIFIED IN :C% 10"x10" SECTION 701.1 FOR DRATq4GE OPENING INSTALL TOILET TO NEW PIPING. STRAINERS SE G AT BOTTOM LOCATION AS SHOWN. CUT AN SHOWER DRAINS LL SHAL HAVE A TACK OF DOOR _ 8" WIDE TRENCH INTO THE WATERWAY AT LEAS EQUIVALENT EXISTING CONCRETE FLOOR TO THE AREA OF T E TAILPIECE. TO TIE THE NEW SEWER LINE DUCTLESS DRYER, VENTLESS TO THE HXIST DRAIN LINE. DRYER, CONSTANTLY W RECIRCULATES AIR TOILET/LAVATORY: CONNECT a m THE SOIL PIPE UNDER FLOOR, u� x TO THE FLANGE, PREPARE _ BOLT CONNECTION TO TIE CD _ _ 2 THE qI�I ET TO THE FLOOR. �...:. = CONNECT THE SOIL PIPE TO 1-0 CLOS. `nRXISTING 4" SEWER x EXIST -JIN INSTALL COPPER CD BEDROOM #2 - UP INE FOR THE OI , INSTALL ll'd EXIST x 12 -2 FffS ION RING AND STOP w EI S STEM. RUN A WALK-IN _ UP INE TO THE TOILET CLOSET � AN 'z QTT T: CONNECT THE SOIL PIPE UNDER FLOOR, HE FLANGE, PREPARE BOLT CONNECTION TO E TOILET TO THE FLOOR. CONNECT THE I E TO THE EXISTING 4" SEWER LINE. QL-JCOPPER SUPPLY LINE FOR THE TOILET, (E)4'-0"X 6'-0" SL (E)4'-0"X 6'-0" SL NSTALL COMPRESSION RING AND STOP VALVE SYSTEM. RUN A SUPPLY LINE TO THE TOILET TANK. WHEN A STRUCTURE IS TO BE DEMOLISHED OR OTHERWISE DISCONNECTED FROM THE SANITARY SEWER SYSTEM, THE PROPERTY OWNER SHALL BE RESPONSIBLE FOR PLUGGING OR CAPPING THE SANITARY SEWER LATERAL AND FOR PAYING ALL ASSOCIATED COSTS. THE SANITARY SEWER LINE SHALL BE PLUGGED OR CAPPED AT OR BEFORE THE TIME OF DEMOLITION. THE PROPERTY OWNER SHALL OBTAIN THE APPLICABLE DEMOLITION PERMIT FROM THE SNOHOMISH COUNTY, WHICH INCLUDES A PROVISION FOR SEWER PLUGGING AND CAPPING. THE SANITARY SEWER LATERAL SHALL BE EXPOSED AND THE LINE SEVERED AS CLOSE AS POSSIBLE TO HOME SHALL BE EQUIPPED NEC 210.8 AT DWELLINGS, WITH SMOKE AND CARBON GROUND -FAULT MONOXIDE ALARMS INSTALLED CIRCUIT -INTERRUPTER (GFCI) AS SECTIONS R315 AND R315.1. PROTECTION SHALL BE ALARMS SHALL BE INSTALLED IN PROVIDED FOR THE KITCHEN SUCH A MANNER SO THAT THE DISHWASHER BRANCH CIRCUIT DETECTION DEVICE WARNING IS AND FOR ALL RECEPTACLE AUDIBLE FROM ALL AREAS OF OUTLETS IN BATHROOMS, THE DWELLING UPON GARAGES, CRAWL SPACES, ACTIVATION OF A SINGLE KITCHEN COUNTERTOPS, ALARM.- ON EACH STORY OF LAUNDRY AREAS, AND WITHIN THE DWELLING, INCLUDING 6 FEET OF SINKS, BATHTUBS, BASEMENT. SMOKE DETECTORS TO AND SHOWER STALLS. ALL BE HARDWIRED, GFCI'S SHALL BE READILY INTERCONNECTED, W/ BATTERY ACCESSIBLE. BACKUP PER SRC R314.4 & R314.5 I CLOS. CLOS. EXIST EXIST 3 \ GFCI LINEN SHOWER O 40"x48" a U) ® VENT,- O VENr( SHOWER 0 40"x48" 0 l9 �IH � ° x' I 2x6 HEADER O S 0 3'-0" X 6'-8" POCKET DOOR DER-_ NEW WALK-IN \ Y CLOSET ygLL STACK 3 0 240, 77 a W B DROOM#1 x It 1" X 13' 10" (INSIDE) - 237 S.F. a NEW co - WAC 3W76-10685 I xCLOS. S _ `n CD _ EXIST - BEDROOM #2 - x EXIST W WALK-IN I - CLOSET I 2 (E)4'-0"X 6'-0" SL IF CHANGING OUT EXISTING HOT WATER TANK TO A TANKLESS THE BOUNDARY OF THE PROPERTY LINE WITH THE PUBLIC ROADWAY OR SANITARY SEWER EASEMENT. ACCORDING TO THE NATIONAL ELECTRICAL CODE, TANKLESS IN THE EVENT THAT THE LATERAL SEWER LINE IS CONSTRUCTED WITH PLASTIC MATERIAL, THE OWNER ELECTRICAL WATER HEATERS SHOULD BE SUPPLIED WITH A HAS THE OPTION OF CAPPING THE LINE WITH AN APPROVED CAPPED (I.E. CAP IS CONSTRUCTED OF 15-20 AMPERE 120-VOLT ELECTRICAL CIRCUIT THAT POWERS MATERIAL IDENTICAL TO THE PIPE MATERIAL) THAT IS PROPERLY GLUED. IN THE EVENT THE THE UNIT'S CONTROL BOARD AND IGNITION DEVICE. THE LATERAL SEWER LINE IS CONSTRUCTED WITH A NON -PLASTIC MATERIAL, THE LINE SHALL BE PLUGGED SETTING OF THE CIRCUIT BREAKER DETERMINES THE WITH NON SHRINK CEMENT GROUT SUCH AS "WATER PLUG" OR APPROVED EQUAL. THE CEMENT SHALL CIRCUIT RATINGS SINCE THE CONTROL CIRCUIT IS AN COMPLETELY PLUG THE PIPE AND FILL THE PIPE IN ITS ENTIRETY FOR APPROXIMATELY 18 INCHES INDIVIDUAL LOAD. FOLLOW THROUGH WITH ELECTRICIAN FOR IN LENGTH. THE CEMENT SHALL NOT BE ALLOWED TO ENTER OR OBSTRUCT IN ANY WAY THE MAINLINE INSTALLATION REQUIREMENTS AND CODES SEWER. THE PROPERTY OWNER AT HIS EXPENSE SHALL REPAIR ANY OBSTRUCTIONS IN THE MAINLINE SEWER CAUSED BY INSTALLATION OF THE PLUG. IN THE CASE WHERE TWO OR MORE BUILDINGS ARE CONNECTED TO THE SAME LATERAL LINE, THE LATERAL LINE SHALL BE PLUGGED OR CAPPED JUST UPSTREAM OF ANY OTHER LATERAL CONNECTIONS. WHERE IT IS IMPRACTICAL TO PLUG OR CAP THE LATERAL AT THE AFOREMENTIONED LOCATIONS, SNOHOMISH COUNTY MAY CONSIDER EXCEPTIONS TO THESE REQUIREMENTS AND MAY APPROVE AN ALTERNATE PLUGGING OR CAPPING LOCATION ON A CASE -BY CASE BASIS. THE PROPERTY OWNER SHALL PROVIDE NOTICE TO SNOHOMISH COUNTY THAT INCLUDES A DESCRIPTION OF THE PROPOSED PLUGGING OR CAPPING INSTALLATION LOCATION AND METHOD. SNOHOMISH COUNTY MUST INSPECT THE INSTALLATION OF THE SEWER PLUG OR CAP. PLUMBING PLAN P R O P O S E D (ADDITION TO EXISTING HOME) DEBI WOLLA 23508 94th AVENUE EDMONDS, WA. 98020 � 0 n � H SCALE: 1/4" = 1' - 0 11 (VENT TO EXTERIOR) 05.1 DOMESTIC SYSTEMS. WHERE DOMESTIC RANGE HOODS AND DOMESTIC APPLIANCES EQUIPPED WITH DOWNDRAFT EXHAUST ARE PROVIDED, SUCH HOODS AND APPLIANCES SHALL DISCHARGE TO THE OUTDOORS THROUGH SHEET METAL DUCTS CONSTRUCTED OF GALVANIZED STEEL, STAINLESS STEEL, ALUMINUM OR COPPER. SUCH DUCTS SHALL HAVE SMOOTH INNER WALLS, SHALL BE AIR TIGHT, SHALL BE EQUIPPED WITH A BACK DRAFT DAMPER AND SHALL BE INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS. SECTION 504: CLOTHES DRYER EXHAUST: 504.1 INSTALLATION. CLOTHES DRYERS SHALL BE EXHAUSTED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. DRYER EXHAUST SYSTEMS SHALL BE INDEPENDENT OF ALL OTHER SYSTEMS AND SHALL CONVEY THE MOISTURE AND ANY PRODUCTS OF COMBUSTION TO THE OUTSIDE OF THE BUILDING. 504.2 EXHAUST PENETRATIONS. DUCTS THAT EXHAUST CLOTHES DRYERS SHALL NOT PENETRATE OR BE LOCATED WITHIN ANY FIREBLOCKING, DRAFTSTOPPING OR ANY WALL, FLOOR/CEILING OR OTHER ASSEMBLY REQUIRED BY THE INTERNATIONAL BUILDING CODE TO BE FIRE -RESISTANCE RATED, UNLESS SUCH DUCT IS CONSTRUCTED OF GALVANIZED STEEL OR ALUMINUM OF THE THICKNESS SPECIFIED IN SECTION 603.3 AND THE FIRE -RESISTANCE RATING IS MAINTAINED IN ACCORDANCE WITH THE INTERNATIONAL BUILDING CODE. 504.3 CLEANOUT. EACH VERTICAL RISER SHALL BE PROVIDED WITH A MEANS FOR CLEANOUT. 504.4 EXHAUST INSTALLATION. DRYER EXHAUST DUCTS FOR CLOTHES DRYERS SHALL TERMINATE ON THE OUTSIDE OF THE BUILDING AND SHALL BE EQUIPPED WITH A BACKDRAFT DAMPER. SCREENS SHALL NOT BE INSTALLED AT THE DUCT TERMINATION. 504.5 MAKEUP AIR. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM (0.09M3 /s) SHALL BE PROVIDED WITH MAKEUP AIR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQUARE INCHES (0.0645 M2) SHALL BE PROVIDED IN THE CLOSET ENCLOSURE. 504.6 DOMESTIC CLOTHES DRYER DUCTS. EXHAUST DUCTS FOR DOMESTIC CLOTHES DRYERS SHALL BE CONSTRUCTED OF METAL AND SHALL HAVE A SMOOTH INTERIOR FINISH. THE EXHAUST DUCT SHALL BE A MINIMUM NOMINAL SIZE OF 4 INCHES (102MM) IN DIAMETER. 504.6.1 MAXIMUM LENGTH. THE MAXIMUM LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE OUTLET TERMINAL. ELECTRICAL ELECTRICAL NOTES: (E)4'-0"X 6'-0" SL PLAN P R O P O S E D (ADDITION TO EXISTING HOME) DEBI WOLLA GFCI (p T WAC 2018 Section 210.8(F) MUST HAVE AT LEAST ONE OUTDOOR RECEPTACLE AT THE FRONT AND REAR OF THE HOUSE. MUST BE READILY ACCESSIBLE FROM THE GROUND AND POSITIONED NO MORE THAN 6 1/2 FEET ABOVE GRADE (GROUND LEVEL) 23508 94th AVENUE EDMONDS, WA. 98020 H 0 H � H 210.12 ARC -FAULT CIRCUIT -INTERRUPTER PROTECTION BRANCH CIRCUIT EXTENSIONS OR MODIFICATIONS TO DWELLING UNITS. IN ANY OF THE AREAS SPECIFIED IN 210.12(A), WHERE BRANCH -CIRCUIT WIRING IS MODIFIED, REPLACED, OR EXTENDED, THE BRANCH CIRCUIT SHALL BE PROTECTED BY ONE OF THE FOLLOWING: A LISTED COMBINATION -TYPE AFCI LOCATED AT THE ORIGIN OF THE BRANCH CIRCUIT A LISTED OUTLET BRANCH -CIRCUIT TYPE AFCI LOCATED AT THE FIRST RECEPTACLE OUTLET OF THE EXISTING BRANCH CIRCUIT. ALL 120-VOLT, SINGLE-PHASE, 15- AND 20-AMPERE BRANCH CIRCUITS SUPPLYING OUTLETS OR DEVICES INSTALLED IN DWELLING UNIT KITCHENS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, LAUNDRY AREAS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY ANY OF THE MEANS DESCRIBED IN 210 . 12 (A) (1) THROUGH ( 6) : NEC 210.11 AND 422.12 IN ADDITION TO THE BRANCH CIRCUITS INSTALLED TO SUPPLY GENERAL ILLUMINATION AND RECEPTACLE OUTLETS IN DWELLING UNITS, THE FOLLOWING MINIMUM REQUIREMENTS APPLY: A. TWO 20-AMP CIRCUITS FOR THE KITCHEN RECEPTACLES B. ONE 20-AMP CIRCUIT FOR THE LAUNDRY RECEPTACLES C. ONE 20-AMP CIRCUIT FOR THE BATHROOM RECEPTACLES D. ONE SEPARATE, INDIVIDUAL BRANCH CIRCUIT FOR CENTRAL HEATING EQUIPMENT E. NEC 300.3 ALL CONDUCTORS OF THE SAME CIRCUIT, INCLUDING GROUNDING AND BONDING CONDUCTORS, SHALL BE CONTAINED IN THE SAME RACEWAY, CABLE, OR TRENCH. S C A L E: 1/4" = 1' - 0" CHECK LICENSE ELECTRICIAN FOR ROOM CIRCUIT SIZE REQUIREMENTS AND SERVICE PANEL. THE CODE OF FEDERAL REGULATIONS 28 PART 36 (AMERICAN DISABILITIES ACT) IN SECTION 4.27.3 STATES THAT ELECTRICAL AND COMMUNICATIONS SYSTEM RECEPTACLES ON WALLS SHALL BE MOUNTED NO LESS THAN 15" ABOVE FLOOR. HOWEVER, THE EXCEPTION INDICATES THAT THIS DOES NOT APPLY TO RECEPTACLES NOT INTENDED FOR USE BY BUILDING OCCUPANTS. THE MAXIMUM HEIGHT FOR RECEPTACLES AND/OR SWITCHES IS BETWEEN 48 AND 54 INCHES, DEPENDING ON THE CONDITIONS, SEE SECTION 4.2.5 AND 4.2.6 OF THE ADA. SMOKE DETECTORS AND CARBON MONOXIDE DETECTORS. (1) TWH MUST BE PROVIDED WITH APPROVED SMOKE DETECTORS INSTALLED ACCORDING TO THE MANUFACTURER'S INSTRUCTIONS. (2) SMOKE DETECTORS MUST: (A) BE INSTALLED IN EACH SLEEPING ROOM; (B) BE INSTALLED AT A CENTRAL POINT IN A CORRIDOR OR AREA WHICH GIVES ACCESS TO EACH SEPARATE SLEEPING ROOM; AND (C) EMIT A SIGNAL WHEN THE BATTERIES ARE LOW. (3) IN NEW CONSTRUCTION, REQUIRED SMOKE DETECTORS MUST: (A) RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING, WHEN THE WIRING IS SERVED FROM A COMMERCIAL SOURCE; AND (B) BE EQUIPPED WITH A BATTERY BACKUP. (4) SMOKE DETECTOR WIRING MUST BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH EXCEPT AS REQUIRED FOR OVER CURRENT PROTECTION. (5) BATTERY OPERATED SMOKE DETECTORS WILL BE ACCEPTED: (A) IN EXISTING BUILDINGS; (B) IN BUILDINGS WITHOUT COMMERCIAL POWER; OR (C) DURING WHEN ALTERATION, REPAIRS OR ADDITIONS ARE BEING CONDUCTED TO A BUILDING. (6) AN APPROVED CARBON MONOXIDE ALARM SHALL BE INSTALLED OUTSIDE OF EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS IN DWELLING UNITS OR ONE ON EACH LEVEL OF THE DWELLING. THE APPROVED CARBON MONOXIDE ALARMS MUST BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS IN COMPLIANCE WITH THE BUILDING CODE, WAC 51-51-0315 AND 246-358-080. REVISIONS: DATE: XX-XX-XX O o z U W N ~Of Z J co Q W >� Q �_ 00 ro QOL17 N N IZT O M O Z O z i U 't M o M N O N H WN O Oo � Cn wd Q< J cli J �-- 0 z Oo O O LO � N W w U) a uw z � o w a o w 0- CONTENT: RESUB PLUMMU 2 ELE&M`C7E ENRVICE FLOOR PLAN DRAWN BY: DL DATE: 02/25/2022 SCALE: 1 /4"=V-0" PROJECT NUMBER: A-0160 SHEET NO: A3.0 ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OR OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF NORTHWEST VINTAGE HOMES AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM NORTHWEST VINTAGE HOMES NOTES: WAC 246-359-180 CONCRETE FOOTINGS AND FOUNDATIONS FOR WOOD FRAMED CONSTRUCTION. (1) CONCRETE USED FOR FOOTINGS AND FOUNDATIONS MUST HAVE A MINIMUM COMPRESSIVE STRENGTH OF TWO THOUSAND POUNDS PER SQUARE INCH (PSI). CONCRETE MUST BE MIXED AND DELIVERED IN ACCORDANCE WITH THE REQUIREMENTS OF ASTM C94 (READY -MIX CONCRETE), OR MAY BE FIELD MIXED. FIELD MIXED CONCRETE WILL BE SUBJECT TO INDEPENDENT COMPRESSIVE STRENGTH TESTING AND SPECIAL INSPECTION. (2) CONCRETE FOOTINGS MUST BE PLACED ON FIRM, UNDISTURBED SOIL. (3) CONCRETE FOOTINGS MUST BE CONTINUOUS, BE A MINIMUM OF TWELVE INCHES WIDE BY SIX INCHES THICK, BE REINFORCED WITH A MINIMUM OF TWO NO. 4 CONTINUOUS REBAR, AND BE AT LEAST EIGHTEEN INCHES BELOW FINISHED GRADE MEASURED FROM THE BOTTOM OF THE FOOTING. (4) CONCRETE FOUNDATIONS MUST BE A MINIMUM OF SIX INCHES THICK, BE REINFORCED WITH A MINIMUM OF ONE CONTINUOUS HORIZONTAL NO. 4 REBAR WITHIN TWELVE INCHES FROM THE TOP, AND ONE CONTINUOUS HORIZONTAL NO. 4 REBAR NEAR MID -HEIGHT, BE REINFORCED VERTICALLY WITH NO. 4 AT FORTY-EIGHT INCHES ON CENTER, EXTEND AT LEAST SIX INCHES ABOVE THE FINISHED GRADE. NOTES: 1. CONTRACTOR TO VERIFY UNDERGROUND UTILITIES AND STRUCTURES PRIOR TO CONSTRUCTION. 2. CONCRETE MIX A. CLASS OF EXPOSURE S-1 B. MINIMUM COMPRESSIVE 2500 psi C. STRENGTH AT 28 DAYS - 99% AT 2500 psi D. MAXIMUM SLUMP OF 4" OR LESS E. AIR CONTENT 5-80 F. ALL REINFORCED STEEL SHALL CONFORM TO ASTM AT 8" DIAMETER AT 2' FEET ON CENTER. EXIST a U) 0 I Q0 x 0 I w a U) 0 x BEDROOM #2 d EXISTr x 12'-2' w EXIST E G (E)4'-0"X 6'-0" SL EXIST WALK-IN CLOSET 25-0" F 0 U D A T 1 0 N CONNECT NEW GUTTER TO EXISTING GUTTER, HAVE THE GUTTER LINE BE CONNECT TO EXISTING STORM DRAIN ROOF CALCULATIONS (NEW) NOTE: PER IRC R806.2, THE NET FREE VENT AREA SHALL BE 1/300 OF THE AREA TO BE VENTED, WITH 50% OF REQUIRED VENT ARE TO BE LOCATED MIN. T ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES. VENT SIZE AT GABLE ENDS: length and width of attic floor = 35'-8" X 29'-11" = 1,068 S.F. ROOF AREA:NEW AREA 1,068 S.F. /150 = 3.5 S.F. X 144 = 509 S.I. = ATTIC VENT SPACE 4 - DORMER VENTS PROVIDING 130 S.I. EACH = 520 S.I. (2) GABLE VENT PROVIDING = 432 S.I. (18"x24") x 2 = 864 S.I. 520 S.I. + 864 S.I. = 1,384 S.I. PROVIDED BLOCKING VENT: (6)2 1 2 " DIAMETER HOLES PER EVERY 4 TRUSS BAY = 7.5 S.I. 4 BAY / 3 x 1.5 S.I. = .4.5 S.I. OR .03 S.F. WAC 246-359-310 ROOF SHEATHING FOR WOOD FRAMED CONSTRUCTION AND CONCRETE MASONRY UNITS. ROOF SHEATHING SHALL BE STRUCTURAL WOOD PAN ELS (PLYWOOD, OSB) WITH A MINIMUM FIVE -EIGHTHS INCH THICKNESS, GRADE STAMPED FOR USE AND SPAN. SECURE ROOF SHEATHING PANELS TO THE ROOF FRAMING WITH 8D COMMON NAILS, SPACED SIX INCHES ON CENTER AT THE EDGES AND TWELVE INCHES ON CENTER AT INTERMEDIATE SUPPORTS. ' O O 8"LONG S.S. PINTPC [ONNECT TO EXIST CONCRE FOOTING 1 AND FOUNDATION,I IILL 4" HOLE I 8" DIA. INSERT I �ITH EXPDXY 1 IoI EXISTING CONCRET11 FOOTING AND I FOUNDATION TO _1I I f REMAIN I I 1 I I I I I Io I I I 10 1 18"xl2" CONCRET4 I 6.0LL 1 FOOTING 12" BEL FINISH GRADE OR UNTIL UNDIST E1D SOIL I iol (E)4'-0"X 6'-0" SL PLAN P R O P O S E D (ADDITION TO EXISTING HOME) DEBI WOLLA • 23508 94th AVENUE EDMONDS, WA. 98020 9 0 n If H S C A L E: 1/4" = V-0" I � L-----------------GABLE END ----------- I --- I T-- I 1 1.4 I in I I LCD — —_— - 3: 12 SLOPE - I rPREE-MANUA 3:12 SLOPELu LiIT � ROOF TRUSSES @ 2'-0" II I O.C., DEdIGN PER TRUSS UF. - ==�L = =JJ — — — — — — — T — — — — — — — I � I 1—� — — — — — r+�— — — — — — —� 3:12 SLOPE — — — — — — — 0 Li- 1 w it I T — — — — — — n ,� I I— (E)4'-0"X 6'-0" SL — �E)4'-0"X 6'-0" SL — — — — — — — — — — — — GABLE END ROOF TRUSS PLAN P R O P O S E D (ADDITION TO EXISTING HOME) DEBI WOLLA 23508 94th AVENUE EDMONDS, WA. 98020 * 2x6 STUD WALL * z" DIA. ANCHOR BOLTED TO SOLE PLATE 6' O.C. SET IN HIGH STRENGTH EPDXY R403.1.6 * 2x6 SOLE PLATE PRESSURE TREATED - R403.1.6.1 * 3 INCH SLOTTED STEEL PLATE WASHER * 6" CONCRETE SLAB REINFORCED * GROUND PREPARATION * 6" GRAVEL BED COMPACTED * VAPOR BARRIER OVER GRAVEL * CONCRETE #3500 PSI - R402.2 * DRAINAGE - R401.2 1/2" DIA. ANCHOR BOLT X 7" LONG MIN. ASTM F-1554, WITH LBPS 3"x3" SLOTTED BEARING PLATE, 1' FROM CORNERS AND AT EVERY 6' O.C. MAX.DUE TO BEING OVER 1-STORY IN HT. USING THE INTERNATIONAL BUILDING CODE (IBC) 8"xl6" SCREEN VENT FOR FOUNDATION, IRC SECTION R408.1, VENTILATION VENTILATING CRAWL SPACES: THE UNDER -FLOOR SPACE BETWEEN THE BOTTOM OF THE FLOOR JOISTS AND THE EARTH UNDER ANY BUILDING (EXCEPT SPACE OCCUPIED BY A BASEMENT) SHALL HAVE VENTILATION OPENINGS THROUGH FOUNDATION WALLS OR EXTERIOR WALLS. THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE FOOT FOR EACH 150 SQUARE FEET OF UNDER -FLOOR SPACE AREA, UNLESS THE GROUND SURFACE IS COVERED BY CLASS 1 VAPOR RETARDER MATERIAL. WHERE A CLASS 1 VAPOR RETARDER MATERIAL IS USED, THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL BE NOT LESS THAN 1 SQUARE FOOT FOR EACH 1,500 SQUARE FEET OF UNDER -FLOOR SPACE AREA. ONE SUCH VENTILATING OPENING SHALL BE WITHIN 3 FEET OF EACH CORNER OF THE BUILDING. PREPARE EXISTING SOFFIT IN THIS AREA TO CONNECT NEW SOFFIT, MATCH MATERIAL AND PAINT COLOR GUTTER CONNECT TO DOWNPOUTS TYP. EA. SIDE CONNECT TO EXISTING STORM DRAIN SISTER THE 2 DIFFERENT TRUSSES AT THIS AREA w U7 ROOF TRUSSES @ 2'-0" O.C., o w o' W w z z w I w w 1 ~ A4.0 O 0 H 0 H If 0 S C A L E: 1/4" = V-0" a U� 0 I x 0 I w 0 I 0 di w (E)4'-0"X 6'-0" SL 1lin _L 1) 11IN l3 (E) 4' -0"X 6' —0" FLOOR JOIST PLAN P R O P O S E D (ADDITION TO EXISTING HOME) DEBI WOLLA 23508 94th AVENUE EDMONDS, WA. 98020 REMOVE OUTSIDE RIM JOIST FOR NEW ADDITION, USE EXISTING FOUNDATION WALL TO SUPPORT NEW FLOOR JOIST. OVERLAPPED NEW FLOOR JOIST MIN. OF 18" R0 H T ill S C A L E: 1/4" = V- 0" C 0 N J N N O N 2 O REVISIONS: DATE: XX-XX-XX z o z (D Lu 0 N ~ Lu J �T_(D� w o Q(0 LLj Cn Q (.0 O N N O M z pLO U L0 M o M —- - - - - - - - - - - - ROOF AS EMBLY: E -PLY A PHALT SHINGLES DOUBLE TOP PLATE 2x6 LCD over 30'1 FELT INSTALLED TO PROVIDE LL J" CDX PLYWOOD SHEATHING OVERLAPPING AT CORNERS PRE-MANUF. TRUSSES AND INTERSECTION - '^ SPLICE CONNECTIONS R602.3.2 V V ! I (SPLICE PLATE 3"x16") N INSTALL NEW GUTTER / 00 DOWNSPOUT IN THIS AREA, m INSTALL NEW 2x FASCIA TRIM BOARD MATCH HEIGHT (D Lu -----------------------------===- -------------------------------------==== I I J L Y Y� REMOVE EXISTING✓ I MATCH SIDING TO EXISTING HOUSE, J C)A A INTERIOR WALL. IINSTALL i 14 OVER MOISTURE BARRIER (R402.1.5) O NEW WALL LOCATIjON, SEE i I OVER jj"SHEATHING Z PROPOSED FLOOR LAN j A6.0 MATCH TOP FLOORING HEIGHT 00 O TO EXIST HOUSE FLOOR Q it I PLYWOOD FLOOR SHEATHING L{'i HALL EXIST HOME I BEDROOM 2x8 FLOOR JOIST AT LIJ co�' I 16" O.C. R38 INSUL.R402.2.7 Q N LIJ i I j li I 2x6 WOOD STUD II 16" O.C. R21 INSUL. 7 2x6 BOTTOM SILL �jj REMOVE EXISTIN i� I PLATE CONTINUOUS EOf XTERIOR WALL START THE NEW FLOOR I �� I A6.0 Q W i� 2x6 BOTTOM SILL Z CONSTRUCTION A I PLATE P.T. INCH ANCHORL 15 4 ) W Q i WITH 3"Kf,A A�F To THE MAIN FL R TO WE START THE NEWXiSii FI[.00R AH d CONSTRUCTION I I REMOVE RIM JOIST FOR I I I ® �•• NEW CONSTRUCTION, NEW OQ I GRAVEL FLOOR JOIST WIL I OVERLAP AND SISTER UP DRAIN TILE ® TO EXISTING FL R I CONCRETE FOOTING EXISTING FOOTI AND 20"x RTI HOUSE CONSTRUJON I —J W/ VERTICAL & HORIZONTAL CONTENT: II I SIZE RSEE ENGINEERING FOR ANDDEPTH \ ONG S.S. PIN TOLEXIST CONCRETEOFOOTINGT R E S U B _AM _1'0t16N M'T'1" -FI T,4—HfTL'� ," DIA. INSERT PIN WITH EXPDXY Sep ��2��0�22 18" MIN. CLEARANCE TO JOISTS FOUI \Y`L'Y'!RAT[I'"� 12" MIN. CLEARANCE TO BEAMS DEVELOPMENT SERVICES R408.5 TYP. F L O O RE S 1 ROOF JOIST DRAWN BY: DL SECTION AT B E D R O OM DATE: 02/25/2022 P R O P O S E D (ADDITION TO EXISTING HOME) SCALE: 1/4"=1'-0" DEBIWOLLA PROJECT NUMBER: A-0160 SHEET NO: 23508 94th AVENUE EDMONDS, WA. 98020 S C A L E: 1/4" = V-0" A4.0 ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OR OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF NORTHWEST VINTAGE HOMES AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM NORTHWEST VINTAGE HOMES WEST ELEVATION P R O P O S E D (ADDITION TO EXISTING HOME) DEBI WOLLA 23508 94th AVENUE EDMONDS, WA. 98020 GENERAL FRAMING NOTES: PROVIDE SOLID BLOCKING AT BEARING & MIDSPAN (8'-0" MAXIMUM SPACING) AT ALL FLOOR JOISTS AND ROOF RAFTERS. ALL WOOD IN CONTACT WITH CONCRETE OR SOILS SHALL BE PRESSURE TREATED. BEAMS ENTERING CONCRETE SHALL HAVE MIN. AIR SPACE ON TOPS, SIDES AND ENDS. PLACE ON 30# BUILDING PAPER OR APPROVED SST -BASE. R317.3 FASTENERS AND CONNECTORS IN CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE HOT DIPPED ZINC -COATED GALVANIZED STEEL. WALL LESS THAN F TO A PROPERTY LINE MUST BE 1-HOUR PROJECTIONS GREATER THAN 2' FEET TO LESS THAN F FROM PROPERTY LINE MUST HAVE 1-HOUR FIRE -PREDICTIVE CONSTRUCTION ON THE UNDERSIDE OF FIRE BLOCKED FROM WALL PLATE TO UNDERSIDE OF ROOF SHEATHING WITH NO VENT OPENINGS. ROOF VENTILATION: IRC R806.2 THE NOT LESS THAN 1/300 PROVIDED THAT AT LEAST 50% AND NOT MORE THAN 80% OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO VENTILATED AT LEAST T ABOVE EAVE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE VENTS. LEGEND MAIN ROOF O O2 GARAGE & PORCH ROOF ROOF CALCULATIONS (MAIN) NOTE: PER IRC R806.2, THE NET FREE VENT AREA SHALL BE 1/300 OF THE AREA TO BE VENTED, WITH 50% OF REQUIRED VENT ARE TO BE LOCATED MIN. 3' ABOVE EAVE VENTS. THE BALANCE OF REQUIRED VENT AREA TO BE PROVIDED AT EAVES. TOTAL ATTIC AREA: 1367 SQ. FT. ATTIC AREA/ 300 = 4.0 SQ. FT. OF VENTILATION REQUIRED (576 SQ INCHES) MAIN ROOF VENTING: PROVIDED BY AF50 ROOF VENTS (50 SQ. IN PER VENT) 1367 SQ. IN X 50% = 683.5 SQ. IN. REQUIRED PROVIDE (14) AF50 ROOF VENTS =700 SQ. IN. REMAINDER BIRD BLOCKING GARAGE ROOF VENTING: PROVIDED BIRD BLOCKING 295 SQ.FT. ATTIC AREA/300 = .9 SQ.FT OF VENTILATION REQUIRED (129.6 SQ INCHES) PROVIDED BY CONTINUOUS SOFFIT VENTS INSTALL PER MANU. SPEC. REFER TO DETAILS 5&9/A6-1. NOTE: WALL LESS THAN F TO A PROPERTY LINE MUST BE 1-HOUR PROJECTIONS GREATER THAN 2' FEET TO LESS THAN F FROM PROPERTY LINE MUST HAVE 1-HOUR FIRE -PREDICTIVE CONSTRUCTION ON THE UNDERSIDE OF FIRE BLOCKED FROM WALL PLATE TO UNDERSIDE OF ROOF SHEATHING WITH NO VENT OPENINGS. S ING MATCH SIDING TO EXISTING HOUSE, OVER MOISTURE BARRIER (R402.1.5) OVER L-"SHEATHING 32 DO NOT BLOCK CRAWLSPACE VENTILATION ON EXISTING HOME 00 \ r 0 00 I 00 FL (E)41-011X 61-0" SL F L O O R S C H E D U L E NEWEFLOOR WORK IN THESE AREAS P R O P O S E D (ADDITION TO EXISTING HOME) DEBI WOLLA 23508 94th AVENUE EDMONDS, WA. 98020 DOOR REFERENCE MARK: D01 FRAME MATERIAL: HARDWOOD TIMBER FRAME COLOUR: CLEAR FINISH TO TIMBER DOOR TYPE: 820 CAVITY SLIDER DOOR. STANDARD INTERNAL DOMESTIC TYPE. HARDWARE: STAINLESS STEEL LATCH AND HANDLE DOOR COLOUR: WHITE 6 A6.1 13 5 A6.0 A6.1 I I I I II 8"x%4,. FASCIA — DOOR REFERENCE MARK: D02 FRAME MATERIAL: HARDWOOD TIMBER FRAME COLOUR: SURFMIST DOOR TYPE: HOLLOW CORE DOOR HARDWARE: STAINLESS STEEL LEVER STYLE DOOR LATCH WITH MASTER LOCK AND KEY EXTERNAL DOOR COLOUR: SURFMIST NEW RIDGE LINE (THIS AREA ONLY) DOOR REFERENCE MARK: D03 FRAME MATERIAL: HARDWOOD TIMBER FRAME COLOUR: SURFMIST DOOR TYPE: HIGH DENSITY DOOR WITH WATERPROOF SEALS HARDWARE: STAINLESS STEEL LEVER STYLE DOOR LATCH WITH MASTER LOCK AND KEY. EXTERNAL DOOR COLOUR: SURFMIST 12 A6.0 NEW ROOF VENTSI I I I �T�qT RTnC;F T,TNIF r-I- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -I- , NEW 8"x16" CRAWLSCPACE VENTILATION NORTH ELEVATION P R O P O S E D (ADDITION TO EXISTING HOME) DEBI WOLLA 23508 94th AVENUE EDMONDS, WA. 98020 Ak 4 N EW ELEVATION FLOORS, INTERIOR Wood Subfloor, 16" o.c. Joist Spacing Backerboard GROUT CERAMIC TILE LATEX PORTLAND CEMENT MORTAR CEMENTITIOUS BACKER UNIT PLYWOOD TONGUE AND GROOVE SUBFLOOR, WITH GAP PROTECT GAP MAX JOIST SPACING 16- (40 CM) O.C. ��FLOOR DETAIL - TILE vl FLOORS, INTERIOR Wood Subfloor, 16" o.c. Joist Spacing Chemical Resistant, Epoxy Mortar and Grout NOTE: VERIFY THAT ALL NEW FLOORS ARE LEVELED AND MAINTAIN SAME HEIGHT HARDWOOD FLOOR PLYWOOD UNDERLAYMENT - IF REQUIRED PLYWOOD TONGUE AND GROOVE SUBFLOOR, WITH GAP PROTECT GAP MAX JOIST SPACING 16- (40 CM) O.C. FLOOR DETAIL - HARDWOOD SMC 20.50.370 Tree and vegetation protection during construction. (1) No clearing shall be allowed on a proposed development site until the tree retention and landscape plans have been approved by the city of SHORELINE, WA. (2) A no disturbance area shall be established for each tree to be protected. The no disturbance zone shall be equal to the critical root zone which is defined as 12 inches radius for every one inch of tree diameter measured at four and one-half feet above ground. Any other no disturbance area proposed by the applicant shall be determined by a qualified arborist and subject to review and approval by the director. (3) The no disturbance zone shall be identified during the construction stage with: (a) A temporary five-foot chain -link fence; and (b) Tree protection signage attached to the fence which reads "TREE PROTECTION FENCE - No soil disturbance, parking, storage, dumping, or burning of materials is allowed within the Tree Protection Fence." (4) No soil disturbance, parking, storage, dumping, burning of materials, impervious surfaces, fill, excavation, or storage of construction materials shall be permitted within the no disturbance area. (5) If the grade level around the tree is to be raised by more than one foot, a rock well shall be constructed. The inside diameter of the rock well shall be equal to the diameter of the tree trunk plus 10 feet. Proper drainage, and irrigation if necessary, shall be provided in all rock wells. (6) The grade level shall not be lowered within the larger of the drip line of the tree(s) or the critical root zone of the tree(s). (7) No trenching is allowed in any critical tree root zone areas. (8) No installation of any impervious surfaces is allowed in critical root zones. Where road or sidewalk surfaces are needed within critical root zones, unmortared porous pavers or flagstone (rather than concrete or asphalt) may be used. Boardwalks or bridging may span root zones without harming the tree roots. (9) Tree protection areas (i.e., critical root zone) must be prepared to better withstand the stresses of the construction phase by, if necessary, fertilizing, pruning, and mulching around them well in advance of beginning any construction activities. (10) Alternative protection methods may be used if accepted by the director to provide equal or greater tree protection. (11) Encroachment into the no disturbance area may be allowed where the director determines encroachment would not be detrimental to the health of the tree. REVISIONS: DATE: xx-xx-xx N W O 00 0<N U) Z UI w ~ WZco aLOQLO Lij / Q �_ � N Z O i U u7 q M coLZU N O E N H � W N 00 M (n Lu Q Q Q� J O °' Z co O oW 00 LO co N LIJ w U) a z w U p w a o o' W I__ o_ cn CONTENT: RESUB Sep 26 2022 EXTERIORNDS DE E MENT SERVICES AE ARTMENT INTERIOR ELEVATIONS DRAWN BY: DL DATE: 02/25/2022 SCALE: 1 /4"=V-0" PROJECT NUMBER: A-0160 SHEET NO: A5.0 ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OR OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF NORTHWEST VINTAGE HOMES AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM NORTHWEST VINTAGE HOMES WINDOW SCHEDULE WINDOW AND DOOR NOTES R.O.IZE SILL HT (+/-) REVISIONS: ID QTY W VERIFY OPERATION PRD NOTES U AREA UA 1. ALL WINDOW DIMENSIONS ARE DATE: XX_XX_XX EXTEND 9" TO ROUGH OPENING. ALL A 1 5-0" 5'-1" 36" HT. A.F.F. 0.21 5.7 S.F. 1.20 BEYOND -----"DOOR DIMENSIONS ARE PANEL 5.7 sq ft 6.84 DIMENSIONS (WITH ROUGH APPROXIMATE ROUGH EXTEND 9" OPENING OPENING DIMENSIONS GIVEN - ROUGH ROUGH ROUGH REFER TO MFR. FOR EXACT BEYOND OPENING OPENING OPENING SPECIFICATION(S) ROUGH 2. ALL NEW GLAZING AND DOOR EXTERIOR DOORSCHEDULEA 2 OPENING U-FACTORS PER WASHINGTON R.O.SIZE PANEL LEAF LEAF LEAF STATE ENERGY CODE, TABLE ID QTY EFT RIGHT LEFT RIGHT HEIGHT TPRD NOTES U AREA UA R402.1.1 "INSULATION & FENESTRATION 1 1 2'-101/2" 6-9 3/4" 1 0 2'-6" 2'-6" 6-9" 0.40 18 7.02 REQUIREMENTS FOR GROUP R OCCUPANCY, CLIMATE ZONE 4C," 2015 EDITION. ALL WINDOW, DOOR, AND 18 sq ft 7.02 OVERHEAD GLAZING TO BE NFRC STEP 1 STEP 2 STEP 3 CERTIFIED PER MANUFACTURER. APPLY SILL FLASHING. APPLY SIDE FLASHING APPLY HEAD FLASHING 3. CONTRACTOR RESPONSIBLE PARTIALLY PULL RELEASE PAPER. FOR VERIFYING ALL ROUGH OPENINGS IN FIELD PRIOR TO ORDERING. U) O) 4. PROVIDE TEMPERED GLASS (D N WHERE REQUIRED BY IRC R308 AT LOCATIONS INCLUDING, BUT It � NOT LIMITED TO THOSE LLj 0 MARKED AS "TEMPERED" IN J U) THE SCHEDULE AND N U) ; Q /4" / ELEVATIONS. O FULLY INSULATE AT WINDOW WRAP AND FLASHING: THE INTERNATIONAL RESIDENTIAL CODE IRC ROUGH N (� Q � / FREE AREA OF HEADER ESTABLISHES MINIMUM FLASHING REQUIREMENTS, BUT DOES NOT OPENING / / / / 5. NFRC WINDOW — z GLAZED FSXEDOGRAZINGE ILL] / PROVIDE DETAILED INSTALLATION GUIDANCE. / HEADER PER STRUCTURAL SECTION R703.4 OF THE 2015 IRC REQUIRES FLASHING / / c z U-FACTOR:0.21 a co O / - TO BE IN ACCORDANCE WITH THE FOLLOWING: / � � N � CO Zco / 1. FLASHING SHALL BE APPLIED SHINGLE -FASHION IN A MANNER o Z o / Lo WOOD TRIM TO PREVENT WATER INTRUSION INTO THE #FOR DOUBLE GLAZED FIXEDco W a (DQLo WALL ASSEMBLY AND BUILDING. GLAZING: U-FACTOR: 0.24 0 J N U / 1. FLASHING AT EXTERIOR WINDOW/DOOR OPENINGS SHALL WATER RESISTAN EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH #FOR OPERABLE (CASEMENT) BARRIER, LAPS FLASHING O�O (FOR FACE -SEALED WALL ASSEMBLIES SUCH AS STUCCO ON GLAZING: U-FACTOR: 0.28 METAL HEAD � SOLID MASONRY) OR TO THE WATER RESISTIVE BARRIER #FOR OPERABLE (AWNING/ HOPPER) (COMMONLY BEHIND SIDING/CLADDING). FLASHING 2. FLASHING AT EXTERIOR WINDOW/DOOR OPENINGS SHALL BE STEP 4 STEP 5 STEP 6 GLAZING: U-FACTOR: 0.28 INSTALLED ACCORDING TO THE WINDOW/ DOOR APPLY VAPROLIQUI-FLASH TO OPENING APPLY VAPROLIQUI-FLASH TO HEAD/JAMBS OF INSTALL WINDOW *NOTE: SEE SCHEDULES FOR 3/4" WOOD LINER MANUFACTURER INSTALLATION INSTRUCTIONS OR ( ) THOSE OF A FLASHING MANUFACTURER. WHERE NOT ADDRESSED WINDOW WINDOW / DOOR SPECIFIC BY THE MANUFACTURER, PAN FLASHING SHALL BE INSTALLED AT U-FACTOR CALCULATIONS. THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS, BE SEALED OR SLOPED TO DIRECT WATER OUT, AND SHALL INCORPORATE *VALUES FOR WINDOWS NOT WINDOW, PER FLASHING OR PROTECTION AT THE HEAD AND SIDES. MOISTURE BARRIER SPECIFICALLY LISTED AS ONE OF PROJECT SCHEDULE CONTINUOUS 3/4" 1. FLASHING SHALL BE INSTALLED CONTINUOUSLY ABOVE ALL LAPS OVER HEA THE (4) U-FACTOR(S) CITED ABOVE WOOD SILL PROJECTING WOOD TRIM. ARE OBTAINED BY AVERAGING THE 2. PRODUCTS USED AS FLASHING MUST COMPLY WITH SPECIFIC FLASHING AREA OF FIXED VERSUS OPERABLE 00�0 STANDARDS: SELF -ADHERED MEMBRANES GLAZING IN A GIVEN WINDOW UNIT. WITH AAMA 711; FLUID -APPLIED MEMBRANES BACKER ROD WITH AAMA 714; MECHANICALLY ATTACHED FLEXIBLE FLASHING *WINDOW TYPE CODES FOR + SEALANT WITH AAMA 712. — REFERENCE: F = FIXED, R OR L = SHIM AS REQUIRED / CASEMENT B = BOTTOM HUNG, T = N TOP HUNG SR OR LR = SLIDING, / ! ST = DOUBLE HUNG R21 BATT WEATHER RESISTIVE INSULATION BARRIER ALL MOISTURE -PROOFING SHOWN O SILL FLASHING � / � / IN LENTZ DESIGNS PLANS ARE 3/ �/2 / LAPS OVER DIAGRAMMATIC AND DO NOT NECESSARILY SHOW ALL OISTURE INSTALLATION ELEMENTS THAT MAY R A COMPLETE, TYP. WINDOW / BARRIER & / / I WATBE ERPROOF ROOF AEQUIRED OSSEMBLY. AT THEIR ADHERES TO OWN, THE OWNER OR CONTRACTOR ANDERSEN 100 SERIES (W/ CASING) / WRAPSHIELD SHALL RETAIN THE SERVICES OFA QUALIFIED MOISTURE -PROOFING WINDOW - ANDERSEN 100, TYP. CONSULTANT IF MORE TECHNICAL NOT TO SCALE OR SPECIALIZED MOISTURE -PROOFING SUPPORT IS _ REQUIRED. N O STEP 7 STEP 8 STEP 9 E m METAL HEAD FLASHING, SET IN DOW 758 SEAL EDGE OF WRAPSHIELD TO WINDOW APPLY DOW 758 SEALANT & BACKER ROD TO SEALANT AND FORM FOLDED UP END DAMS FLANGE & METAL FLASHING W/ DOW 758 INTERIOR PRIOR TO APPLICATION OF LINER & L) U j o SEALANT STOOL W o rn CLOS. CLOS. GFCI Q EXIST EXIST LINEN WG WINDOW FLASHING ASSEMBLY Q a SHOWER J O a ®"xas„ a. NOT TO SCALE cO O p SHOWER C m 40"x48W " ° 00 cl z ° N uj 9 ' FCI r x' 2x6 HEADER STACK SHOWER SHOWER a D• x s 6" TFOLDING ° 40'x4O" Z o o =__ _ _ _ _ _ _ _ _ _ _ = CD POCKET POCKET DOOR 40"x40" ui ® WC ® Z Y LAUNDRY 3 v o 2x6 HEADER a 1 Op W W 2 PLAN VIEW AT A PLAN VIEW AT B PLAN VIEW AT C PLAN VIEW AT D PLAN VIEW AT E PLAN VIEW AT F PLAN VIEW AT G 9. HALL STACK - - - - -- GWB T177 0GWB GWB CONTENT: FAH LIGHT FAH TILE TILE FAH LIGHT R E S U � Q GWB W Cu bds W � � W I N DW6 202 a = Ewa C TY DMOND = m c �� SERVI MIR MIR S C H E D P T DETAILS _ Drier OC - - _ — 1 101 SHELVES 3 -G^ x 51-a^ AND JAI ®®ICI PKET DOOR BACKSPLASH O BACKSPLASH 1-0 CLOS. >; Lo p a INTERIOR o00o xEXIST - _ CLOTH H MP p OWNE `:ABT , ® OWNS CABT ELEVATIONS TILE FLOOR • TI E FLOOR Y OWNER H PH Y OWNER � BEDROOM #2 MATCH BATHROOM 0— d EXIST x 12'-2" W I ELEVATION VIEW AT A ELEVATION VIEW AT B ELEVATION VIEW AT C ELEVATION VIEW AT D ELEVATION VIEW AT E ELEVATION VIEW AT F ELEVATION VIEW AT G WALK—IN DRAWN BY: DL CLOSET DATE: 02/25/2022 Ln Ll SCALE: 1/4"=1'-0" I N T E R I O R E L E V A T I O N PROJECT NUMBER: A-0160 SHEET NO: (E) 41-0"X 6 v -o11 SL (E) 41-0"X 6 l -o11 SL PROPOSED (ADDITION TO EXISTING HOME) DEBI WOLLA A5.1 23508 94th AVENUE EDMONDS, WA. 98020 ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OR OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF NORTHWEST VINTAGE HOMES AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM NORTHWEST VINTAGE HOMES NOTE: AT HIP & VALLEY CONDITIONS, PROVIDE (3) 2"0 REVISIONS: ®EAS HOLEIN IP & VALLEY RAFTERS METAL ROOFING 12 DATE: XX-XX-XX BATHTUB, WALLS1'-4" OVERHANG OVER WIDE MIN. CONTINUOUS CONTINFLYSCRUOUS OPENING IN (VARIES COMPOSITION ROOFING OVER NEW ROOF EAVE. PLYWOOD SHEATHING PER STRUCT. PLYWOOD SHEATHINQ Wood or Metal Studs MFG TRUSSES @24 O.C. Backerboard 4" MTL GUTTER WW PRIMED WHITE WOOD RAFTER '� 2" CUR. FASCIA 2 X TRIM CARDBOARD BAFFLE/SPACER R-49 INSUL MATCH EXIST. 1/2"GWB - - - - - - - NOTE: REFER TO ROOFING MANUF. RECOMMENDATIONS (2) 2X6 TOP PATES CERAMIC TILE 2 x 2 TRIM @ CAP SLICES 48 MIN. - - - - - - - T.O.SIDING RIDGE CONDITION &NAIL W/ (10) - 16d _ _ _ _ _ _ _- LATEX PORTLAND CEMENT MORTAR -VENTED 2x6 WALL -- - - - - - - - - SHIM As REQUIRED SIDING MATCH EXISTING BLOCKING HOUSE WRAP MEMBRANE VENTING OVERHANG GROUT &REIL[DIGE 1-1/2" = 1'- o" 1-1/2" = 1'- 0" ICE BARRIER MEMBRANE AND UNDERLAYMENT - - - - - - - - TYP. ROOF ASSEMBLY STEP FLASHING CEM EN TI TI OU S BACKER UNIT _-_-_-_-_-_-_-_ g" GYP. BD. 'Z' FLASHING _ _ _ _ _ _ _- VAPOR RETARDER _ _ _ _ _ _ _- PRE-MANUF TRUSSES (DESIGN FLASHING TAPE FLEXIBLE SEALANT BY TRUSS MANUF.) @ 24" O.C. o FIBERGLASS TUB UNIT ROOF SHEATHING N - - - - - - - - FIREPROOFING WHEN REQUIRED ROOFING FELT OR SIM. J 0 00 (BY OTHER TRADE) 3-PLY ASPHALT SHINGLES KICKOUT FLASHING WHERE REQUIRED N U) w Q _ _ _ _ _ _- - WOOD OR METAL STUDS 04 Z > N (D ¢>� ROOF DECKING w O = = 00 I-- M NEW RAFTER / LEDGER 1x4 WOOD TRIM METAL FLASHING [ Q w z oM W/ DRIP >- z � o o BATHROOM AT WALL DETAIL 16 GABLE END AT WALL DETAIL 12 BACKER ROD WOOD TRIM FROM A OD O ° Z w a Us) LO o N (N U 3/4" = 1'- 0" & CAULKING METAL FLASHING _j 1x WOOD TRIM W/ DRIP 16d COMMON NAILS @ 16" O.C. OUTSIDE SPLICE (24) 16d COMMON NAILS @ SPLICE INSULATION IN &92 HEAD N TSOR DOUBLE TOP PLATE, TYP. ATTIC SPACE R38 MIN. NAIL RAIL BETWEEN ROOF 2X4 DOUBLE PLATE NAILED OVER THE EXISTING DODUBLEOIST PLATEOANDPPORT WALL 2X4 DOUBLE PLATE 2x6 SILL PLATE TYP WALL: (2) - 2x8 HEADER T PE 'X' SHEET ROCK NAILED OVER THE EXISTING TYPE 'X' SHEET ROCK (5) 10d INTO BLKG 2x6 STUDS @ 16" O.C. 1/2" GWB W/ PVA VAPOR BARRIER 2x6 @ 16" O.C. W/ rT� V1 �1 2 X 4 STUD WALL TRIMMER TRIMMER 2 X 4 STUD WALL TYP. IF PLUMBING WALL USE 2 X 6 FINISH FLOOR OVER 3/4" PYWD SUBFLOOR SHEARWALL PER PLAN & SCHEDULE PLATE NAILING PER SHEARWALL 2x HEADERS PER R-21 BATT INSUL PLYWD SHTG W/ TYPAR AIR BARRIER SIDING TO MATCH �■i■■� TYP. IF PLUMBING STUD WALL SCHEDULE (16d ©6" O.C. MAX) STRUCTURAL NOTES WALL USE 2 X 6 KING STUD KING STUD GYP. BRD. 10d @ 6" O.C. METAL FLASHING W DRIP 1x4 WOOD TRIM STUD WALL BOTH SIDES FLR NAILING TRIM FROM PATCH, TEXTURE, CONT. SHEATHING TO SILL PLATE A 1x2OD BACKER ROD GYP. BRD . AND PAINT, USE ENAMEL PAINT METAL FLASHING & CAULKING BOTH SIDES S/8"� A.B. PER SHEARWALL SCHEDULE W/ DRIP 1 2" 1x WOOD TRIM STUD WALL DETAIL (© 48" O.C. MAX) W/ 0.229x3" SQ PATCH, TEXTURE, 15 3/4" = 1'- 0" PLATE WASHER WINDOW COD LINER, TYP. AND PAINT, USE WAC 246-359-230: - ACCESS (2) #4 AT TOP ASSEMBLY ENAMEL PAINT WASHINGTONHTTPS://APP. & #4 @ 12" O.C. 8" GYP . BRD . LEG.WA.GOV > WAC (a) STUDS MUST BE MINIMUM JOIST PER PLAN °+ - o z WINDOW HEAD AT CEILING 16d COMMON NAILS @ 16" O.C. TWO-BY-FOUR WOOD, HEM -FIR M g 3 1-1/2" = 1'- 0" OUTSIDE SPLICE STUD GRADE OR BETTER, SPACED NOT MORE THAN 16d NAILS THRU BTM I -JOIST CHORD g LU ao (24) 16d COMMON NAILS @ SPLICE SIXTEEN INCHES ON CENTER, INTO PLATE, EA SIDE ° ° FIN. GRADE BATHROOM SUPPORT NO MORE THAN ONE PT 2x6 MUD SILL PLATE j�� CEILING DOUBLE TOP PLATE, TYP. CEILING a \\�� _0 0 POSSIBLE TILE °#4 HEIGHT PATCH, TEXTURE, ° VERT 12" O.C. N AND PAINT, USE NAMEL PAINT W/ 90^ HOOK INTO a FTG z_ x WHERE JAMB IS NOT ° a COMMON, SILL EXT NDS v o R-21 INSUL. 2 X 4 STUD WALL a a TIGHTLINE GUTTER PAST LINER BY 1 2", TYP. � ww o TYP. IF PLUMBING ° DRAIN TO SITE 0 2x6 STUDS �00 ADHESIVE TO WALL USE 2 X 6 CONSTRUCTION JOINT SYSTEM I I WOOD SHEATHING TILE STUD WALL 16" O.C. ° 1/2 GWB (D LLI Q > IN TILED AREAS TREAT SILL GASKET FOAM STRIP ° ° WOOD SIDING Q I FIBEROCK TILE BACKER STUDS PER PL7 CUT NAILS 48" O.C. GYP. BRD . BOTH SIDES - - - - -�-- ar ° ° _ a a 4" PERP a' FTG DRAIN OOD LINER, TYP. J O - Uj "t C) Z O0-)WINDOW BOARD JOINTS BY 2X4 SILL PLATE PRESSURE TREATED �� /� // /� //�/ ASSEMBLY m 00 Q o � Ln EMBEDDING (2) #4 CONT. -7 BEAR FOOTING ON w co DUROCK TAPE IN TILE CONT. WOOD BASE v COMPETENT NATIVE WINDOW JAMB � CV w SETTING MATERIAL 4" 8" 4" SOIL, FREE OF ORGANIC 2 1-1/2" = 1'- 0" MATERIAL OR STRUCTURAL FIBERROCK BACKER 1'-4" BACK FILL CAPABLE OF BOARD TOP PLATE SPLICE ON TOP NEW FLOORING SUPPORTING 2,000 PSF z o 14 3/4" = 1'- 0" 7 FLOOR BEARING FOUNDATION w a PATCH, TEXTURE, 11 INTERIOR WALL DETAIL SEE STRUCTURAL FOR DETAILS 1-1/2" = 1'- 0" o AND PAINT, USE 1-1/2" = 1'- 0" a ENAMEL PAINT 2 X 4 STUD WALL TYP. IF PLUMBING WALL USE 2 X 6 BATH OVERHANG CONTENT: STUD WALL 16 " 0 . C . OVER NEW ROOF EAVE -------WOOD RESUB I WINDOW LINER, TYP. SILL GASKET FOAM STRIP 2x6 STUD ASSEMBLY 1 2" Sep 26 2022 CUT NAILS 48" 0 . C . Ri 1x WOOD TRIM W / 1x WOOD TRIM ��CITYOFEDMONDs VELL'�--p4EPARTMENRVICE 2X4 SILL PLATE 2x TRIM DRIP EDGE DETAILS I PRESSURE TREATED MATCH EXIST. BACKER ROD&CAULKING 1x4 WOOD TRIM CONT . 2xBLOCKING FLOOR TILE I 2x2 TRIM ® T.O. SIDING __________ _ DUROCK I 2x6 PT SILL, TYP. UNDERLAYMENT NEW 2x8 WOOD FLOOR 2x6 STUD WINDOW SILL 1 1-1/2" = 1'- 0" DRAWN BY: DL INSIDE CORNER BEDROOM TYP. ROOF ASSEMBLY 3" SLOTTED PLATE WASHER DATE: 02/25/2022 " GYP. BD. J" DIA. STRONG BOLT ® 4' O.C. DRILL 9' INTO EXIST. CONIC PAD SCALE: 1/4"=V-0" R502.1.1.1 PRESERVATIVE -TREATED LUMBER PRE—MANUF TRUSSES (DESIGN SET IN HIGH STRENGTH EPDXY BY TRUSS MANUF.) @ 24" O.C. PROJECT NUMBER: A-0160 PRESERVATIVE TREATED DIMENSION LUMBER ROOF SHEATHING SHEET NO: SHALL BE IDENTIFIED AS REQUIRED BY ROOFING FELT OR SIM. SECTION R317.2. 3—PLY ASPHALT SHINGLES A6.0 2X4 WALL PARTITION @ BATHROOM 16 OD GABLE END DETAIL 13 CORNER DETAIL AT HOUSE FLOOR 3/4" = 1'- 0'$ 1 1-1/2" = 1'- 0" ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OR OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF NORTHWEST VINTAGE HOMES AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM NORTHWEST VINTAGE HOMES soa,� SECTION A -A LEGEND: 4 - VAPOUR PERMEABLE COLLAR 17-RAFTER 22 - THERMAL INSULATION 109 - AIR -TIGHT FLASHING 147 - FLASHING UPPER ELEMENT 148 - FLASHING SIDE ELEMENT 149 - FLASHING LOWER ELEMENT FIXED SKYLIGHT FX WINDOW SIZE (IN) S X L S (IN) S (MM) L (IN) L (MM) ROUGH OPENING W (IN) W (MM) R (IN) R (MM) 16 X 46 16 1 /2 419 46 3/8 1178 14 1 /2 364 45 1 /2 1157 24 X 27 24 1 /2 623 27 1 /2 699 22 1 /2 568 26 1 /2 678 24 X 38 24 1 /2 623 38 1 /2 978 22 1 /2 568 37 1 /2 957 24 X 46 24 1 /2 623 46 3/8 1178 22 1 /2 568 45 1 /2 1157 24 X 55 24 1 /2 623 55 1397 22 1 /2 568 54 1376 24 X 70 24 1 /2 623 70 3/4 1797 22 1 /2 568 70 1776 32 X 31 32 1 /2 826 31 788 30 1 /2 771 30 767 32 X 38 32 1 /2 826 38 1 /2 978 30 1 /2 771 37 1 /2 957 32 X 46 32 1 /2 826 46 3/8 1178 30 1 /2 771 45 1 /2 1157 32 X 55 32 3/8 826 55 1397 30 1 /2 771 54 1376 47 X 46 47 3/8 1204 46 3/8 1178 45 1 /4 1149 45 1 /2 1157 48 X 27 48 1 /2 1232 27 1 /2 699 46 1 /2 1177 26 1 /2 678 48 X 46 48 1 /2 1232 46 1 /2 1178 46 1 /2 117 45 1 /2 1157 NOTES: 1. INSTALLATION TO BE COMPLETED IN ACCORDANCE WITH MANUFACTURER'S SPECIFICATIONS. 2. DO NOT SCALE DRAWING. 3. ALL INFORMATION CONTAINED HEREIN WAS CURRENT AT THE TIME OF DEVELOPMENT BUT MUST BE REVIEWED AND APPROVED BY THE PRODUCT MANUFACTURER TO BE CONSIDERED ACCURATE. NOTE: TYPICALLY U " OPTIONAL HEMMED EDGES APRON FLASHING STEP FLASHING CURB HEIGHT TO BE A MINIMUM 2"x8" (NOMINAL) OR HIGHER TO ALLOW FOR STEP FLASHINGS. TILE TO BE HELD BACK FROM UP SLOPE CURB OF SKYLIGHT, SO NOT TO IMPAIR RUN OFF SADDLE OR CRICKET FLASHING BATTENS OPTIONAL STEP FLASHING (MALEABLE FOR PROFILE TILE) APRON FLASHING UNDERLAYMENT (SHOP FORMED FLASHING WITH SOLDERED OR SEALED CORNERS) SADDLE/BACKER FLASHING Notes: 1 Skylight flashing dimensions will vary according to local weather conditions, size, location, slope of roof, rafter length behind skylight and contributory run off area. 2 A backer or saddle flashing may be used for skylights and other penetrations less than 30" in width. Extend a minimum of 6" up or to top of curb and 14" up roof slope. 3 A cricket flashing is recommended for skylights and penetrations equal to or greater than 30" in width to promote positive runoff. 4. For recommended underlayment and fastening requirement, see Table 1A and 1 B. 5. Dimensions shown are minimums and are intended to be approximate to allow for reasonable tolerances due to field conditions, and area practices. 6 Maleable metal, or weather blocking material, required for weather closure with profiled tile. SKYLIGHT STEP FLASHING SKYLIGHT DETAIL SCALE:: 1 " = 1' - 0" NOTE: CENTER SKYLIGHT IN EACH BATHROOM. CHECK WITH OWNER FOR SIZE OF SKYLIGHT WIDTF 13 1 /4' LENGTH 39 3/8" SHINGLES DETAIL SCALE:: 1 " = 1' - 0" INSTALL RIDGE SHINGLES TO SEAL WITH UNDERLYING RIDGE SHINGLE (Optional: Hand tab to seal nails as may be appropriate.) IKO PRE -MANUFACTURED RIDGE SHINGLES i nu �,v i vv i kr\cyvvayj - y;== ____ _ `.\ ---------------- ® O� O VPI GT10N Kr-- p�RE VVIIv ROOFING NAILS FASTENED AT APPROXIMATELY 6" TO 10" ON CENTER (O.C.) PERIMETER RAKE DRIP -EDGE FLASHING METAL (Install over underlayment at rake.) DOWNSLOPE PERIMETER EAVE DRIP -EDGE FLASHING METAL (Install underneath underlayment at eave. Trim and bend in end at corner to form closed end. If flashing metal is installed prior to gutter, provide adequate space for back flange of gutter.) FORMED DRIP -EDGE FASCIA BOARD ASPHALT -SATURATED EDGE OR SIDE - FELT, OR OTHER SECUREMENT OF APPROVED VALLEY VARIES % S UNDERLAYMENT DEPENDING UPON AREA PRACTICES OPTIONAL: COMPATIBLE ' SEALANT RECOMMENDED OPTION 1: Clips with 2 nails and tabs bent over. FABRICATED GUTTER OPTION 2: Low- profile SPACER, OR FERRULE headed nail. 9 AND SPIKE ROOF UNDERLAYMENT 9 EXTENDING OVER HEM \ OR EDGE OF VALLEY METAL AND FASTENERS (Unless underlayment is installed in weaved fashion through valley.) \ I EXTEND ENTIRE WIDTH OF ` GUTTER VALLEY METAL TO LAP OVER DRIP EDGE METAL OPTIONAL: GUTTER BRACKET (Recommended for cold -weather regions where snow and ice are common occurrences.) Notes: 1. IN COLD CLIMATES, WHERE SNOW AND ICE ARE COMMON, A SELF -ADHERING ICE & WATER MEMBRANE IS RECOMMENDED AS AN ICE -DAM PROTECTION MEMBRANE AT ALL POTENTIAL ICE DAMMING LOCATIONS SUCH AS DOWNSLOPE EAVES, VALLEYS, CRICKETS, AROUND PENETRATIONS, AND RAKE EDGES. AT DOWNSLOPE ROOF PERIMETERS IT IS RECOMMENDED TO EXTEND THE ICE DAM PROTECTION MEMBRANE 24" MIN. UPSLOPE FROM EXTERIOR WALL. FOLLOW BUILDING CODE REQUIREMENTS. 2. SEVERITY OF LOCALIZED CLIMATE CONDITIONS REGARDING RAINFALL, FREEZE -THAW CYCLING, AND ANTICIPATED SNOW AND ICING MAY DICTATE THE INSTALLATION OF PERIMETER DRIP -EDGE METAL FLASHING. FOLLOW' BUILDING CODES REQUIRE THE USE OF PERIMETER SHEET METAL FLASHINGS WITH WATER -SHEDDING ROOF SYSTEMS. PERIMETER DRIP EDGE METAL FLASHING IS SUGGESTED TO BE A MINIMUM OF 26-GAUGE PRE-FINISHED/PAINTED GALVANIZED STEEL, 16-OZ. COPPER, .032-INCH THICK PRE -FINISHED ALUMINUM, OR AN EQUIVALENT LONGEVITY CORROSION -RESISTANT \P METAL. 3. THE PERIMETER ON THE ROOF DECK SHOULD PROVIDE A CONTINUOUS SOLID WOOD NAILING SURFACE OVER WHICH TO APPLY THE SHEET METAL DRIP -EDGE FLASHING. 4. THE VERTICAL -FACE FLANGE OF SHEET METAL DRIP -EDGE FLASHING SHOULD BE OF SUFFICIENT LENGTH TO PERMIT WATER TO DRIP OFF THE ROOF, AND INTO GUTTER (IF PRESENT), WITHOUT AFFECTING THE UNDERLYING CONSTRUCTION DURING TIMES OF NO WIND. 5. THE HORIZONTAL FLANGE (I.E. ROOF SIDE) OF SHEET METAL DRIP -EDGE FLASHING SHOULD EXTEND APPROXIMATELY 2" TO 3" MINIMUM ONTO THE ROOF. 6. IN COLD CLIMATES, CONSIDER INSTALLATION OF AN ISOLATOR SHEET (E.G., A STRIP OF ASPHALT -SATURATED FELT) BETWEEN THE WOOD ROOF DECK AND SHEET METAL FLASHING FLANGE(S) TO MINIMIZE POTENTIAL FOR CONDENSATION AND RESULTING DECAY. SHINGLES DETAIL 4 SCALE:: 1" = 1' - 0" \ APPROXIMATELY 6" LAPS 4" MkR AP ASPHASATURAT FELT, OR OTH APPROV UNDERLAYME 2" MINIMUM SIDE LAP PERIMETER RAKE DRIP -EDGE FLASHING METAL (Install over underlayment at rake.) TYPICAL EXPOSURE (See Note 4.) START FIRST COURSE WITH FULL SHINGLE ASPHALT -SATURATED FELT, OR OTHER APPROVED UNDERLAYMENT PLYWOOD OR STRUCTURAL Notes: WOOD SHEATHING 1. IN COLD CLIMATES, ICE & WATER PROTECTOR MEMBRANE, IS RECOMMENDED AS AN ICE -DAM PROTECTION MEMBRANE AT ALL POTENTIAL ICE DAMMING LOCATIONS SUCH AS DOWNSLOPE EAVES, VALLEYS, CRICKETS, AROUND PENETRATIONS, AND RAKE EDGES. CONSULT LOCAL BUILDING CODE REQUIREMENTS. 2. TO DETERMINE NEED FOR AIRFLOW AND/OR VENTILATION, INCLUDING VENT SIZES/NEEDS, REFER TO LOCAL BUILDING CODES. 3. CONSIDER SPECIFYING HIP AND RIDGE SHINGLES TO BE FIELD -CUT FROM FULL WIDTH 3-TAB SHINGLES, AS THEY MAY PROVIDE FOR MORE COVERAGE OR OVERLAP OF THE UNDERLYING FIELD COURSE OF SHINGLES. 4. DIMENSIONS SHOWN ARE RECOMMENDED MINIMUMS AND ARE INTENDED TO BE APPROXIMATE TO ALLOW FOR REASONABLE TOLERANCES DUE TO FIELD CONDITIONS. SHINGLES DETAIL SCALE :: 1" = 1'- 0" Notes: ASPHALT -SATURATED FELT, OR OTHER APPROVED UNDERLAYMENT CENTERED IN VALLEY SECURE WITH CODE - REQUIRED NUMBER OF NAILS (See local Building Code.) . o LEADING EDGE PLUS STARTER COURSE (See Note 7. Optional: Field fabricate, see Detail S-4.) DOWNSLOPE PERIMETER EAVE DRIP - EDGE FLASHING METAL (Install underneath underlayment at eave.) 1. IN COLD CLIMATES, WHERE SNOW AND ICE ARE COMMON AN ICE & WATER PROTECTOR MEMBRANE IS RECOMMENDED AS AN ICE -DAM PROTECTION MEMBRANE AT ALL POTENTIAL ICE DAMMING LOCATIONS SUCH AS DOWNSLOPE EAVES, VALLEYS, CRICKETS, AROUND PENETRATIONS, AND RAKE EDGES. AT DOWNSLOPE ROOF PERIMETERS IT IS RECOMMENDED TO EXTEND THE ICE DAM PROTECTION MEMBRANE 24" MIN. UPSLOPE FROM EXTERIOR WALL. CONSULT LOCAL BUILDING CODE REQUIREMENTS. 2. RECOMMENDED MINIMUM SLOPE FOR INSTALLATION OF ASPHALT SHINGLES IS 4:12, IF ONLY ONE LAYER OF NO. 15 ASPHALT SATURATED FELT OR OTHER APPROVED WATER -SHEDDING UNDERLAYMENT. INSTALL 4 SHINGLE NAILS APPROXIMATELY 1" IN FROM EACH EDGE AND THE REMAINING 2 NAILS EVENLY SPACED ALONG THE LENGTH. INSTALLATIONS IN HIGH -WIND ZONES (AS DESIGNATED BY LOCAL BUILDING CODE) AND/OR SLOPES IN EXCESS OF 21:12 ARE REQUIRED TO HAVE A MINIMUM OF SIX (6) NAILS PER SHINGLE. NOTE: HIGH WIND WARRANTY COVERAGE USE OF 4 NAILS. SEVERITY OF LOCALIZED CLIMATE CONDITIONS REGARDING RAINFALL, FREEZE -THAW CYCLING, AND ANTICIPATED SNOW AND ICING MAY DICTATE THE INSTALLATION OF PERIMETER DRIP -EDGE METAL FLASHING. REFER TO LOCAL BUILDING CODE. 3. INSTALL LEADING EDGE PLUS STARTER COURSE PER WRITTEN INSTRUCTIONS. MAINTAIN STARTER AND FIRST COURSE OFFSET. 4. LEADING EDGE PLUS STRIPS MAY BE INSTALLED ALONG RAKE EDGE PRIOR TO INSTALLING SHINGLE COURSES IN LIEU OF, OR IN ADDITION, TO PERIMETER EDGE METAL FLASHING. 5. DIMENSIONS SHOWN ARE RECOMMENDED MINIMUMS AND ARE INTENDED TO BE APPROXIMATE TO ALLOW FOR REASONABLE TOLERANCES DUE TO FIELD CONDITIONS. SHINGLES DETAIL SCALE :: 1" = 1'- 0" NOT USED ASPHALT -SATURATED FELT, OR OTHER APPROVED UNDERLAYMENT ROOFING NAILS FASTENED AT APPROXIMATELY 6" TO 10" ON CENTER (O.C.) PERIMETER RAKE DRIP -EDGE FLASHING METAL (Install over underlayment at rake.) DOWNSLOPE PERIMETER EAVE DRIP -EDGE FLASHING METAL (Install underneath underlayment at eave. Trim and bend in end at corner to form closed.) FORMED DRIP -EDGE FASCIA BOARD 0 RIDGE FULL -WIDTH ROOF UNDERLAYMENT CENTEREDIN VALLEY (Or optional: Self -adhered modified - bitumen membrane.) OPTIONAL: HIGH HEAT -RESISTANT UNDERLAYMENT (Strip -in sides of valley metal to cover nail heads.) OPTIONAL: SPOT ADHESIVE (To adhere end of shingle in lieu of penetrating valley metal with nails.) CORNER OF 1 SHINGLE TRIMMED (To prevent lateral water migration SHEET METAL VALLEY between shingle FLASHING WITH APPROX. courses.) 1"TALL 'W' RIB (RIB ROOFING TO OVERLAP OPTIONAL). (Fabricate VALLEY 6" MINIMUM from 24" wide material.) SHINGLES DETAIL SCALE :: 1 " = 1'- 0" NOT USED Notes: 1. IN COLD CLIMATES, WHERE SNOW AND ICE ARE COMMON, A SELF -ADHERING ICE & WATER MEMBRANE IS RECOMMENDED AS AN ICE -DAM PROTECTION MEMBRANE AT ALL POTENTIAL ICE DAMMING LOCATIONS SUCH AS DOWNSLOPE EAVES, VALLEYS, CRICKETS, AROUND PENETRATIONS, AND RAKE EDGES. AT DOWNSLOPE ROOF PERIMETERS IT IS RECOMMENDED TO EXTEND THE ICE DAM PROTECTION MEMBRANE 24" MIN. UPSLOPE FROM EXTERIOR WALL. CONSULT LOCAL BUILDING CODE REQUIREMENTS. 2. SEVERITY OF LOCALIZED CLIMATE CONDITIONS REGARDING RAINFALL, FREEZE -THAW CYCLING, AND ANTICIPATED SNOW AND ICING MAY DICTATE THE INSTALLATION OF PERIMETER DRIP -EDGE METAL FLASHING. MOST LOCAL BUILDING CODES REQUIRE THE USE OF PERIMETER SHEET METAL FLASHINGS WITH WATER -SHEDDING ROOF SYSTEMS. REFER TO LOCAL BUILDING CODE. PERIMETER DRIP EDGE METAL FLASHING IS SUGGESTED TO BE A MINIMUM OF 26-GAUGE PRE-FINISHED/PAINTED GALVANIZED STEEL, 16-OZ. COPPER, .032-INCH THICK PRE -FINISHED ALUMINUM, OR AN EQUIVALENT LONGEVITY CORROSION -RESISTANT METAL. 3. THE PERIMETER OF THE ROOF DECK SHOULD PROVIDE A CONTINUOUS SOLID WOOD NAILING SURFACE OVER WHICH TO APPLY THE SHEET METAL DRIP -EDGE FLASHING. 4. THE VERTICAL -FACE FLANGE OF SHEET METAL DRIP -EDGE FLASHING SHOULD BE OF SUFFICIENT LENGTH TO PERMIT WATER TO DRIP OFF THE ROOF WITHOUT AFFECTING THE UNDERLYING CONSTRUCTION DURING TIMES OF NO WIND. 5. THE HORIZONTAL FLANGE (I.E., ROOF SIDE) OF SHEET METAL DRIP -EDGE FLASHING SHOULD EXTEND APPROXIMATELY 2" TO 3" MINIMUM ONTO THE ROOF. 6. IN COLD CLIMATES, CONSIDER INSTALLATION OF AN ISOLATOR SHEET (E.G., A STRIP OF ASPHALT -SATURATED FELT) BETWEEN THE WOOD ROOF DECK AND SHEET METAL FLASHING FLANGE(S) TO MINIMIZE POTENTIAL FOR CONDENSATION AND RESULTING DECAY. 7. DIMENSIONS SHOWN ARE RECOMMENDED MINIMUMS AND ARE INTENDED TO BE APPROXIMATE TO ALLOW FOR REASONABLE TOLERANCES DUE TO FIELD CONDITIONS. 8. THE PROFILE OF SPECIFIC COMPONENTS, THEIR CONFIGURATION OR SEQUENCING, CAN VARY WITH THE ROOF SYSTEM, WITH CLIMATIC DIFFERENCES, AND REGIONAL OR AREA PRACTICES. SHINGLES DETAIL SCALE :: 1" = 1'- 0" 07 O O 0 O J N N O N I - CD o U REVISIONS: DATE: XX-XX-XX Z 0Q 0 LU 0 N ~ W J w Q �j � > 00 OZo ( N N O 00 O� Z U i U LO 't M M Lo Cq N N O N O LU NO O 3: co O � Q Q Q J I: U J o MZ co o O N W w a co w z � o w Q o w 0 a cn CONTENT: RESUB Sep 26 2022 CITY OF EDMONDS -EVELOPMENT SERVICE SHINGL `�tJENT DETAILS DRAWN BY: DL DATE: 02/25/2022 SCALE: 1 /4"= T-0" PROJECT NUMBER: A-0160 SHEET NO: A6.1 ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OR OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE of DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF NORTHWEST VINTAGE HOMES AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM NORTHWEST VINTAGE HOMES CODES AND STANDARDS ALL WORKMANSHIP IS TO BE OF A STANDARD EQUAL IN ALL RESPECTS TO GOOD BUILDING PRACTICE. IT IS THE RESPONSIBILITY OF THE OWNER/BUILDER TO ENSURE THAT CHANGES TO THE CODE ARE COMPLIED WITH AND ALL AMENDMENTS ARE INCORPORATED IN THE CONSTRUCTION OF THIS PLAN. ALL WORK SHALL CONFORM THE LOCAL BUILDING CODES AND BY LAWS WHICH MAY TAKE PRECEDENCE, AND ALL OTHER PERTINENT LAWS AND ORDINANCES. PRIOR TO PROCEEDING WITH CONSTRUCTION, THE BUILDER MUST VERIFY ALL INFORMATION, DIMENSIONS, AND SPECIFICATIONS OF THIS PLAN. WRITTEN DIMENSIONS ALWAYS TAKE PRECEDENCE OVER SCALE MEASUREMENTS. ANY VARIANCE FORM STRUCTURAL DRAWINGS AND SPECIFICATIONS OR FROM CONDITIONS ENCOUNTERED AT THE JOB SITE SHALL BE RESOLVED BY THE OWNER/BUILDER AND SUCH SOLUTIONS SHALL BE THEIR SOLE RESPONSIBILITY. ALL WORK SHALL CONFORM TO THE CURRENT BUILDING CODES ADOPTED BY AUTHORITIES HAVING JURISDICTION OR LOCAL BUILDING CODES AND BY LAWS WHICH MAY TAKE PRECEDENCE. CONSTRUCTION LOADS ON THE STRUCTURE CAUSED BY INTERIM STORAGE OF MATERIAL OR USE OF EQUIPMENT, SHALL NOT BE ALLOWED TO EXCEED THE DESIGN LOADINGS. IN THE EVENT OF A CONFLICT APPLICABLE CODES AND REGULATIONS AND REFERENCE STANDARDS OF THE PLANS AND SPECIFICATIONS, THE MORE STRINGENT PROVISIONS SHALL GOVERN. CONCRETE AND FOUNDATIONS ALL CONCRETE TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI WEATHER EXPOSED AND SLABS AT 28 DAYS. CONCRETE FOOTING MUST BE PLACED ON UNDISTURBED OR COMPACTED SOIL TO AN ELEVATION BELOW FROST PENETRATION. FOOTINGS SHOWN ON THESE DRAWINGS HAVE BEEN DESIGNED FOR SOIL BEARING CAPACITY OF 3,000 PSI. IF LESSER BEARING CAPACITY IS ENCOUNTERED, PROVIDED SOIL TEST FOR HIGHER VALUES, IT IS THE RESPONSIBILITY OF THE OWNER/BUILDER TO HAVE THE FOOTINGS REDESIGNED BY QUALIFIED PERSONS TO SUIT EXISTING CONDITIONS. FOUNDATION WALL SHOULD NOT BE BACKFILLED UNTIL CONCRETE OR MASONRY GROUT HAS REACHED ITS SPECIFIED 28 DAY STRENGTH AND STRUCTURAL FLOOR FRAMING (INCLUDING PLYWOOD SUB -FLOOR) REQUIRED TO STABILIZE THE WALLS, IS COMPLETE AND FULLY NAILED AND ANCHORED. ALL FOUNDATION WALLS 24" AND HIGHER SHOULD HAVE ONE HORIZONTAL' REINFORCING BAR 3" FROM THE TOP. CORNER REINFORCING TO BE LAPPED MINIMUM 24". ALL FOOTINGS ARE TO HAVE TWO "' REINFORCING BARS. THE REINFORCING BARS ARE TO BE SITUATED SUCH THAT ONE BAR IS 3" CLEAR OF THE SIDE AND BOTTOM OF THE FOOTING ON BOTH SIDES OF THE FOOTING. GRADES SHOWN ON THE ELEVATIONS ARE ESTIMATED. ADJUST ON SITE AS REQUIRED. RETAINING WALLS OTHER THAN THE FOUNDATION WALLS OF THE RESIDENCE, ARE BEYOND THE SCOPE OF THESE DRAWINGS UNLESS OTHERWISE NOTED. ALL CONCRETE AND MASONRY FOUNDATION WALLS EXCEEDING HEIGHTS LIMITS SPECIFIED BY CURRENT BUILDING CODES REQUIRE ENGINEERING. PERIMETER DRAINAGE SHALL BE INSTALLED WHERE REQUIRED BY THE LOCAL AUTHORITIES. REQUIRED FOR BUILDING WITH USABLE SPACE BELOW GRADE. ELECTRICAL INSTALLATION OF ELECTRICAL ITEMS MUST COMPLY WITH LOCAL ELECTRICAL CODES AND REGULATIONS IN ALL RESPECTS. OUTLET LOCATIONS SHOWN ON PLANS SHALL COMPLY WITH OR EXCEED CURRENT BUILDING CODE WITH MINIMUM REQUIREMENTS AND ARE TO BE USED AS A GUIDE ONLY. ADJUST ACCORDINGLY TO OWNER'S AND OR LOCAL AUTHORITY'S REQUIREMENTS. PLUMBING INSTALLATION OF PLUMBING ITEMS MUST COMPLY WITH LOCAL ELECTRICAL CODES AND REGULATIONS IN ALL RESPECTS. FIXTURE LOCATIONS SHOWN ON PLANS WILL COMPLY WITH OR EXCEED CURRENT BUILDING CODE MINIMUM REQUIREMENTS AND ARE TO BE USED AS A GUIDE ONLY. ADJUST ACCORDINGLY TO OWNER'S AND OR LOCAL AUTHORITY'S REQUIREMENTS. INSULATION ;.. FLAT CEILING R-49 FLAT CEILING - ADVANCE FRAMING R-38 VAULTED CEILING - SINGLE RAFTER/JOIST R-38 WALL ABOVE GRADE - STUDS 16" O.C. R-21 HEADERS R-10 WALL BELOW GRADE R-10/15-21 int+TB MASS WALL R-VALUE R-21 FLOOR OVER CRAWL SPACE R-38 SLAB ON GRADE R-10 INSULATION TO BE INSTALLED WITH VAPOR BARRIER ON INTERIOR FACE. IT MAY BE NECESSARY TO INCREASE THE DEPTH OF FRAMING MEMBERS GREATER THAN SHOWN ON THE DRAWINGS TO ACCOMMODATE THICKER INSULATION MATERIALS AS MY BE REQUIRED BY LOCAL CODES AND CONVENTIONS. CAULKING IS TO BE APPLIED AT ALL EXTERIOR SILLS AND PLATES AND ALL EXTERIOR ENVELOPE PENETRATIONS (BETWEEN WINDOW OR DOOR FRAMES AND ROUGH -OPENINGS). WOOD FRAMING DIMENSIONS ARE FROM OUTSIDE FACE OF EXTERIOR STUDS TO OUTSIDE FACE OF WALLS UNLESS OTHERWISE NOTED. FACE OF EXTERIOR WALL AND FOUNDATION WALL TO BE FLUSH. JOISTS SHALL BE PLACED TO ACCOMMODATE HEATING AND PLUMBING, ETC. OWNER/BUILDER TO OBTAIN CERTIFICATES FROM MANUFACTURER OF FLOOR TRUSSES, ROOF TRUSSES AND GLULAM BEAMS. FLOOR AND ROOF JOISTS SPANS OF MORE THAN 7FT. SHALL BE BRIDGED AT MID -SPAN OR AT 7 FT. O.C. MAXIMUM UNLESS SHEATHED OR STRAPPED BOTH SIDES WITH WOOD. BRIDGING SHALL BE A 2X2 DIAGONAL TYPE WHEREVER POSSIBLE. WOOD IN CONTACT WITH CONCRETE SHALL BE DAMP -PROOFED WITH 451b. FELT, A SILL PLATE GASKET AND PRESSURE TREATED WITH A WATERBORNE PRESERVATIVE OR OTHER APPROVED METHOD. STAINLESS STEEL HARDWARE AND FASTER OR OTHER CODE COMPLYING PRODUCT. ALL FRAME WALLS SHALL HAVE STUD FRAMING PLACED @ 16" O.C. EXCEPT WHERE OTHERWISE NOTED. TOP PLATES SHALL BE DOUBLED ON ALL WALLS EXCEPT WHERE OTHERWISE NOTED. MINIMUM LAP WITH ALL CORNERS AND INTERSECTIONS LAPPED. CRIPPLES UNDER HEADERS SHALL BE CONTINUOUS TO SILL PLATE. DOUBLE JOISTS UNDER ALL WALLS PARALLEL TO JOISTS EXCEPT WHERE OTHERWISE NOTED. BLOCK ALL STUD WALLS ARE WHERE REQUIRED FOR SHEATHING. SOLID BLOCKING BETWEEN ALL JOISTS AND RAFTERS AT SUPPORTING WALLS AND BEAMS EXCEPT AT RIM JOISTS, AND ALL SUPPORTS FOR I -JOIST IN D-2 ZONE. DOUBLE RIM JOISTS AT ALL WALLS PARALLEL TO JOISTS. BEAMS, GIRDERS AND JOISTS SUPPORTING BEARING WALLS OR CONCENTRATED LOADS SHALL NOT BE NOTCHED. ALL RAFTERS SHALL BE NOTCHED TO PROVIDE FULL BEARING AT SUPPORTS. AL JOISTS SHALL HAVE A MINIMUM OF 2" BEARING AT SUPPORTS. LAP ALL JOISTS 6" MINIMUM OF 2" BEARING AT SUPPORTS MUD SILLS AND LEDGER BOARDS AT CONCRETE WALLS SHALL HAVE ANCHOR BOLTS (J" MIN 4') OF THE SIZE AND SPACING SHOWN ON THE DRAWINGS. EACH BOARD SHALL BE SECURED WITH AT LEAST TWO BOLTS AND EACH BOARD SHALL HAVE A BOLT WITHIN 12" OF EACH END. ALL SOLID SAWN LUMBER SHALL BE DOUGLAS FIR/ LARCH INSTALLED AS NOTED ON THE PLANS. SOLID SAWN LUMBER AT VISUALLY EXPOSED LOCATIONS SHALL BE "CLEAR" GRADE, FREE OF HEART. LUMBER SHALL BE AS GRADED IN ACCORDANCE WITH CURRENT WESTERN WOOD PRODUCTS. LUMBER GRADES FOR USES TO BE: NSULATION AND MOISTURE PROTECTION R302.10 FLAME SPREAD INDEX AND SMOKE - DEVELOPED INDEX FOR INSULATION FLAME SPREAD AND SMOKE - DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTIONS R302.10.1 THROUGH R302.10.5. R302.10.1 INSULATION INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS AND VAPO - PERMEABLE MEMBERS INSTALLED WITHIN FLOOR - CEILING ASSEMBLIES, ROOF - CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPLISHING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHERE TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. EXCEPTIONS: 1. WHERE SUCH MATERIALS ARE INSTALLED IN CONCEALED SPACES, THE FLAME SPREAD INDEX AND SMOKE - DEVELOPED INDEX LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING FLOOR OR WALL FINISH. 2. CELLULOSE FIBER LOOSE -FILL INSULATION, THAT IS NOT SPRAY APPLIED, COMPLYING SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S1022. 3. FOAM PLASTIC INSULATION SHALL COMPLY WITH SECTION R316. R302.10.2 LOOSE -FILL INSULATION LOOSE -FILL INSULATION MATERIALS THAT CANNOT BE MOUNTED IN THE ASTM 84 OR UL 723 APPARATUS WITH OUT A SCREEN OR ARTIFICIAL SUPPORTS SHALL COMPLY WITH THE FLAME SPREAD AND SMOKE -DEVELOPED LIMITS OF SECTION R302.10.3 WHERE TESTED IN ACCORDANCE WITH CAN/ULC S1022. EXCEPTION: CELLULOSIC FIBER LOSE -FILL INSULATION SHALL NOT BE REQUIRED TO BE TESTED IN ACCORDANCE WITH CAN /ULC S1022 PROVIDED SUCH INSULATION COMPLIES WITH THE REQUIREMENTS OF SECTIONS R302.10.1 AND R 302.10.3. R302.10.3 CELLULOSIC FIBER LOOSE -FILL INSULATION CELLULOSIC FIBER LOSE -FILL INSULATION SHALL COMPLY WITH CPSC 16 PARTS 1209 AND 1404. EACH PACKAGE OF SUCH INSULATING MATERIAL SHALL BE CLEARLY LABELED IN ACCORDANCE WITH APSC 16 CPR PARTS 1209 AND 1404. R302.10.1 EXPOSED ATTIC INSULATION EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. R302.10.5 TESTING TEST FOR CRITICAL RADIANT FLUX SHALL BE MADE IN ACCORDANCE WITH ASTM E 970.. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS, AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATHER STRIPPED TO LIMIT AIR LEAKAGE. R702.7 VAPOR RETARDERS CLASS 1 OR 11 VAPOR RETARDERS ARE REQUIRED ON THE INTERIOR SIDE OF FRAME WALLS IN CLIMATE ZONES 5, 6, 7, 8, AND MARINE 4. EXCEPTIONS: 1. BASEMENT WALLS 2. BELOW - GRADE PORTION OF ANY WALL 3. CONSTRUCTION WHERE MOISTURE OR ITS FREEZING WILL NOT DAMAGE THE MATERIALS. R702.7.1 CLASS 111 VAPOR RETARDER CLASS, CLASS 111 VAPOR RETARDERS SHALL BE PERMITTED WHERE ANY ONE OF THE CONDITIONS IN TABLE R7022.7.1 MET. TABLE R702.7.2 MATERIAL VAPOR RETARDER CLASS. THE VAPOR RETARDER CLASS SHALL BE BASED ON THE MANUFACTURER'S CERTIFIED TESTING OR TESTED ASSEMBLY. THE FOLLOWING SHALL BE DEENED TO MEET THE CLASS SPECIFIED: CLASS 1: SHEET POLYETHYLENE, UNPERFORATED ALUMINUM FOIL. CLASS 11: KRAFT - FACED FIBERGLASS BATTS. CLASS 111: LATEX OR ENAMEL PAINT. R702.7.3 MINIMUM CLEAR AIRSPACES AND VENTED OPENINGS FOR VENTED CLADDING. FOR THE PURPOSES OF THIS SECTION, VENTED CLADDING SHALL INCLUDE THE FOLLOWING MINIMUM CLEAR AIRSPACES. OTHER OPENING WITH THE EQUIVALENT VENT ARE SHALL BE PERMITTED. 1. VINYL LAP OR HORIZONTAL ALUMINUM SIDING APPLIED OVER A WEATHER -RESISTIVE BARRIER AS SPECIFIED IN TABLE R703.3(1) 2. BRICK VENEER WITH A CLEAR AIRSPACE AS SPECIFIED IN TABLE R703.8.4 3. OTHER APPROVED VENTED CLADDINGS. WSEC R402.4 AIR LEAKAGE (MANDATORY) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS OF R402.4.1 THROUGH R4002.4.4. R402.4.1.2 TESTING THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE NOT EXCEEDING 5 AIR EXCHANGES PER HOUR. A. Floor, Ceiling Joists & Rafters .......................#2 & better B. Sills, Plates & Blocking...........................................#3 C. Studs...............................................................................................DF "stud„ DRAFTSTOPPING D. 2" T& G Sub -Floor Decking .............................. 3 # E. Wall & Roof Sheating..............................................1 /2" C-D Ext. Glue Plywood (32/16) IN COMBUSTIBLE CONSTRUCTION WHERE THERE IS USABLE SPACE BOTH ABOVE AND BELOW F. Sub- Floor over Joists........................................3/4" C-d Ext. Glue Plywood 32 16) THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLY, DRAFT STOPS SHALL BE G. Underlayment........................................................................1/2" Underlayment Grade paricIINJMUqtD SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY MISCELLANEOUS EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE AND A CEILING MEMBRANE BELOW, FLASH ALL CHANGES OF MATERIALS ON EXTERIOR WALLS. DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: FLASH OVER ALL EXTERIOR OPENINGS. 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED ALL SIDING TO BE A MINIMUM OF 8" ABOVE FINISHED GRADE. MEMBERS. COAT AND CLOTHES CLOSETS SHALL HAVE AT LEAST ONE ROD AND SHELF WITH MINIMUM DEPTHS OF 24" UNLESS OTHERWISE STATED ON PLANS. LINEN CLOSET SHALL HAVE 5 ADJUSTABLE SHELVES WHEREVER POSSIBLE. BROOM CLOSETS SHALL HAVE ONE SHELF. CONTRACTOR SHALL PROVIDE ADEQUATE BRACING OR OTHERWISE SUPPORT ALL PORTIONS OF THE STRUCTURE UNTIL ALL MEMBERS HAVE BEEN PERMANENTLY CONNECTED TOGETHER. PLUMBING DIAGRAMS IS REQUESTED BY LOCAL AUTHORITIES SHALL BE PROVIDED BY THE PLUMBING CONTRACTOR. HEATING/COOLING DUCT DIAGRAMS OR DRAWINGS IF REQUESTED BY LOCAL AUTHORITIES, SHALL BE PROVIDED BY A HEATING/COOLING CONTRACTOR. HEAT LOSE OR ENERGY USE CALCULATIONS SHALL BE PROVIDED BY HEATING/COOLING CONTRACTOR OR OTHER PROFESSIONAL AS REQUIRED BY BUILDING OFFICIAL. TRUSS DESIGN, SHALL BE PROVIDED BY TRUSS MANUFACTURE. SMOKE DETECTORS SHALL BE CONNECTED TO HOUSE POWER. TUB AND TUB SHOWER ENCLOSURES TO HAVE J" WATER RESISTANT GYPSUM BOARD AND A HARD, MOISTURE RESISTANCE SURFACE UP TO 6'0" ABOVE FLOOR (MIN). PROVIDE 1 HOUR FIRE WALL BETWEEN GARAGE AND LIVING AREAS AND UNDER ALL STAIRS, WHERE STORAGE SPACE IS AVAILABLE. ALL DOORS BETWEEN GARAGE AND LIVING AREAS SHALL BE 1 HOUR FIRE RATED ASSEMBLIES WITH 1-3/4" SOLID CORE WOOD DOORS OR CODE APPROVED EQUIVALENT AND SELF -CLOSING. ALL EXHAUST FANS (50 CFM MIN.), RANGE HOODS (100 CFM) AND DRYERS SHALL VENT TO THE OUTSIDE THROUGH SHEET METAL DUSTS. CAULK AROUND ALL PENETRATIONS THROUGH EXTERIOR ENVELOPE. R302.12.1 MATERIALS DRAFTSTOPPING SHALL NOT BE LESS THAN 1 /2" GYPSUM BOARD, 3/8" WOOD STRUCTURAL PANELS OR OTHER APPROVED MATERIALS ADEQUATELY SUPPORTED. DRAFTSTOPPING SHALL BE INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBER UNLESS OTHERWISE APPROVED BY THE BUILDING OFFICIAL. THE INTEGRITY OF THE DRAFTSTOPS SHALL BE MAINTAINED. FIREBLOCKING IN COMBUSTIBLE CONSTRUCTION, FIREBLOCKING SHALL BE PROVIDED TO CUT OFF BOTH VERTICAL AND HORIZONTAL CONCEALED DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS, AS FOLLOWS: 1.1 VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2 HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FT. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILING AND FLOOR LEVELS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH SECTION R302.7 (1 /2" GWB). 4. AT OPENINGS AROUND VENTS, PIPES, DUSTS, CABLES WIRES AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. THE MATERIAL FILLING THIS ANNULAR SPACE SHALL NOT BE REQUIRED TO MEET THE ASTM E 136 REQUIREMENTS. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE SECTION R100.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPARATION. FIREBLOCKING SHALL CONSIST OF MATERIAL LISTED IN IRC SECTION R302.11.1. LOOSE FILL INSULATION MATERIAL SHALL NOT BE USED AS FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. FLASHING APPROVED CORROSION - RESISTANT FLASHING SHALL BE APPLIED SHINGLE - FASHION IN A MANNER TO PREVENT ENTRY OF WATER IN TO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. SELF - ADHERED T MEMBRANES USED AS FLASHING SHALL COMPLY WITH AAMA 711. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH. APPROVED CORROSION - RESISTANT FLASHING SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS. 1. EXTERIOR WINDOW AND DOOR OPENINGS. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH OR THE THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. FLASHING AT EXTERIOR WINDOW AND DOOR OPENINGS SHALL BE INSTALLED IN ACCORDANCE WITH TONE OR MORE OF THE FOLLOWING. 1.1 THE FENESTRATION MANUFACTURE'S INSTALLATION AND FLASHING INSTRUCTIONS, OR FOR APPLICATIONS NOT ADDRESSED IN THE FENESTRATION MANUFACTURERS INSTRUCTIONS. WHERE FLASHING INSTRUCTIONS OR DETAILS ARE NOT PROVIDED, PAN FLASHING SHALL BE INSTALLED AT THE SILL OF EXTERIOR WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN SUCH A MANNER AS TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WALL FINISH OR TO THE WATER -RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. OPENINGS USING PAN FLASHING SHALL ALSO INCORPORATE FLASHING OR PROTECTION AT THE HEAD AND SIDES. 1.2 IN ACCORDANCE WITH THE FLASHING DESIGN OR METHOD OF A REGISTERED DESIGN PROFESSIONAL 1.3. IN ACCORDANCE WITH OTHER APPROVED METHODS. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTION LIPS ON BOTH SIDES UNDER STUCCO COPINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALL PROJECTION WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD - FRAME CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT - IN GUTTERS R 7032 WEATHER RESISTIVE SHEATHING PAPER WATER -RESISTIVE BARRIER ONE LAYER OF NO. 15 ASPHALT FELT, FREE FROM HOLES AND BREAKS, COMPLYING WITH ASTM D 266 FOR TYPE 1 FELT OR THERE APPROVED WATER - RESISTIVE BARRIER SHALL BE APPLIED OVER STUDS OR SHEATHING OF ALL EXTERIOR WALLS. SUCH FELT OR MATERIAL SHALL BE APPLIED HORIZONTALLY, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES (51 MM). THE FELT OR OTHER APPROVED MATERIAL SHALL BE CONTINUOUS TO THE TOPE OF WALLS AND TERMINATED AT PENETRATIONS AND BUILDING APPENDAGES IN A MANNER TO MEET THE REQUIREMENTS OF THE EXTERIOR WALL ENVELOPE AS DESCRIBED IN SECTION R703.1.1. EXTERIOR DOORS, WINDOWS, AND SKYLIGHTS PER 2015 WASHINGTON STATE ENERGY CODE WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. R310.1 EMERGENCY ESCAPE AND RESCUE OPENING REQUIRED BASEMENT, HABITABLE ATTICS AND EVERY SLEEPING ROOM SHALL HAVE NOT LESS THAN ONE OPERABLE EMERGENCY ESCAPE AND RESCUE OPENING, WHERE BASEMENTS CONTAIN MORE THAN ONE SLEEPING ROOMS, AN EMERGENCY ESCAPE AND RESCUE OPENING SHALL BE REQUIRED IN EACH SLEEPING ROOM. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL OPEN DIRECTLY TO A PUBLIC WAY, OR T A YARD OR COURT THAT OPENS TO A PUBLIC WAY. EXCEPTION: STORM SHELTERS OR BASEMENTS USED ONLY TO HOUSE MECHANICAL EQUIPMENT NOT EXCEEDING A TOTAL FLOOR AREA OF 200 SQ.FT. MINIMUM OPENING AREA: ALL THE EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ.FT. EXCEPTION: GRADE FLOOR OPENINGS SHALL HAVE A MIN. 5.0 SQ.FT. MINIMUM OPENING HEIGHT: THE MIN. CLEAR OPENINGS HEIGHT SHALL BE 24 INCHES. MINIMUM OPENING WIDTH: THE MIN NET CLEAR OPENING WIDTH SHALL BE 20 INCHES, 1 /2 MAXIMUM SILL HEIGHT: WHERE A WINDOW IS PROVIDED AS THE EMERGENCY ESCAPE AND RESCUE OPENING, IT SHALL HAVE A SILL HEIGHT OF NOT MORE THAN 44" ABOVE THE FLOOR, WHERE THE SILL HEIGHT IS BELOW GRADE, IT SHALL BE PROVIDED WITH A WINDOW WELL IN ACCORDANCE WITH SEC. R310.2.3. SAFETY GLASS SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION R308.4 1. GLAZING IN DOORS - SIDE HINGED DOORS, SLIDING GLASS DOORS AND PANELS IN SLIDING AND BIFOLD DOOR ASSEMBLIES PER IRC SECTION R308.4.1. 2. GLAZING ADJACENT TO DOORS - PANELS WITHIN THE 24" OF EITHER SIDE OF THE DOOR IN CLOSED POSITION PER IRC SECTION R308.4.2. 3. GLAZING IN WINDOWS - THE PANE IS LARGER THAT 9 SQ.FT. THE BOTTOM EDGE IS LESS THAT 18" ABOVE THE FLOOR, THE TOP EDGE IS MORE THAN 36" ABOVE THE FLOOR, AND ONE OR MORE WALKING SURFACES ARE WITHIN 36", MEASURED HORIZONTALLY AND IN A STRAIGHT LINE OF THE GLAZING PER IRC SECTION R308.4.4. 4. GLAZING IN GUARDS AND RAILS PER IRC SECTION R308.4.4. 5. GLAZING IN WET SURFACES - WALLS, ENCLOSURES OR FENCES CONTAINING OR FACING HOT TUBS SPAS WHIRLPOOLS SAUNAS STEAM ROOMS BATHTUBS SHOWERS AND INDOOR OR OUTDOOR SWIMMING POOLS WHERE THE BOTTOM EDGE IS LESS THAN 60" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING SURFACE PER IRC SETION R308.4.5. 6. GLAZING ADJACENT TO STAIRS AND RAMPS - WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 36" ABOVE THE PLANE OF THE ADJACENT WALKING SURFACE OF STAIRWAYS, LANDING BETWEEN FLIGHTS OF STAIRS AND RAMPS PER IRC SECTION R308.4.6. 7. GLAZING ADJACENT TO THE BOTTOM STAIR LANDING - WHERE THE GLAZING IS LESS THAN 36" ABOVE THE LANDING AND WITHIN A 60" HORIZONTAL ARC LESS THAN 180 DEGREES FROM THE BOTTOM TREAD NOSING PER IRC SECTION R38.4.7. INSPECTIONS AND ENFORCMENT R401.3 POSTING OF CERTIFICATE WSEC A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATES SHALL LIST THE PREDOMINANT R-VALUES OF THE INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES ± U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATES SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATES SHALL LIST " GAS -FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, BASEBOARD ELECTRIC HEATER, AS APPROPRIATE AN EFFICIENCY SHALL NOT BE LISTED FOR GAS -FIRED UNVENTED ROOM HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. DUCT LEAKAGE TESTING DUSTS SHALL BE LEAK TESTED IN ACCORDANCE WITH WSU RS-33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2015 WSEC SEC. R403.3.3. A WRITTEN REPORT OF THE RESULTS SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. R402.4 2015 WSEC BUILDING AIR LEAKAGE TESTING THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R402.4.1 THROUGH R402.4.4. U) C 0) .F N N N J N N 0 N 3E O U REVISIONS: DATE: xx-Xx-xx 0< Z U) 0 LL] N ~ J w( Of a W Cn Q i � � N N o 00 rn O ~ Z i O U LO T_ co M coW Ln CNI W O N N H WN � CD C)aD rn � Q J J O � Q rn 00 Q U) z O Go O LO N LU CONTENT: Q E C U Sep 26 20 CITY OF EDMONI DEVELOPMENT SER DEPARTMENT GENERAL NOTES DRAWN BY: I DL DATE: 02/25/2022 I SCALE: I 1/4"=V-0" PROJECT NUMBER:I A-0160 SHEET NO: A7.1 ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OR OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF NORTHWEST VINTAGE HOMES AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM NORTHWEST VINTAGE HOMES Window, Skylight and Door Schedule Project Information Contact Information Lot 50 Cohasset Beach LENTZ DESIGNS xxxx South Cohasset st 26506 187th Ave SE Westport Wa. 98595 COVINGTON, WA 98042 Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U-factor _1 _1 _1 _1 _1 _1 _1 _1 _1 _1 Overhead Glazing (Skylights) Component Width Height Qt. Feet Inch Feet Inch Width Height Ot. Feet Inch Feet Inch ©©EME ©MEME ©M■©■ Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Description Ref. U-factor Width Height Qt. Feet Inch Feet Inch Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Area UA 11 111 11 111 Area UA 66.0 18.48 12.0 3.36 36.0 10.08 9.0 2.52 24.0 6.72 117.3 32.85 91.0 25.48 72.0 20.16 72.01 20.16 16.0 4.48 7.5 2.10 18.0 5.04 30.0 8.40 5.01 1.40 575.8 161.23 0.28 Area UA 11 111 11 111 11 111 11 111 11 111 11 111 1 1 III 1 11 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 575.8 161.23 Simple Heating System Size: washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This calculator will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please fill out all of the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please call the WSU Energy Extension Program at (360) 956-2042 for assistance. Project Information Contact Information Lot 50 Cohasset Beach Pacific NW Design and Build INC. xxxx South Cohasset st 15526 84th Ave E Westport Wa. 98595 Puyallup WA 98375 Heating System Type: X All Other Systems Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions". Design Temperature Design Temperature Difference (AT) 51 AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Conditioned Floor Area (sq ft) 2,412 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 10.0 24,120 Glazing and Doors U-Factor X Area = UA Instructions 0.300 576 172.80 Skylights Instructions Insulation U-Factor X Area = UA 0.50 --- Attic U-Factor X Area = UA Instructions 0.026 1,369 35.59 Single Rafter or Inist vaultaill rallings U-Factor X Area UA Instructions Above Grade Walls (see Figure 11 U-Factor X Area UA Instructions 0.056 F Floors U-Factor X Area UA Instructions 0.029 2,412 69.95 Below Grade Walls (see Figure 1 U-Factor X Area UA Instructions 0.028 2,739 76.69 Slab Below Grade (see F-Factor X Length UA Inst---:_.__ 0.303 Slab on Grade (see Fig F-Factor X Length UA Instructions Location of Ducts Instructions Duct Leakage Coefficient 1.10 Sum of UA 355.03 Envelope Heat Load 18,107 Btu / Hour Figure 1 . Sum of UA X AT Air Leakage Heat Load 13,285 Btu / Hour Volume X 0.6 X AT X.018 Above Grade Building Design Heat Load 31,392 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 34,531 Btu / Hour Ducts in unconditioned space: Sum of Building Heat Loss X 1.10 Ducts in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 48,344 Btu / Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07/01/13) 2018 Washington State Energy Cede Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family New & Additions (effective February 1, 2021) These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Project Information Contact Information Lot 26 Cohasset Beach LENTZ DESIGNS 11 xxxx South Cohasset st 26506 187th Ave SE COVINGTON WA. 98042 Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1 - Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits Au horized Representative DWIGHT LENTZ - LENTZ DESIGNS Date13/2022 01/ All Climate Zones (Table R402.1.1) R-Value a U-Factora Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,e n/a n/a Ceiling e 49 j 0.026 Wood Frame Wall g,h 21 int 0.056 Floor 30 0.029 Below Grade Wall c,h 10/15/21 int + TB 0.042 2018 Washington State Energy Gede Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 Heatirl Options Fuel Normalization Descriptions Credits - select ONE heating option User Notes 1 Combustion heating minimum NAECAID 0.0 ❑ 2 Heat pumpc 1.0 ❑ 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DF P with zonal electric resistance per option 3.4 0.5 5 All other heating systems -1.0 ❑ Energy Option Energy Credit Option Descriptions Credits - select ONE energy option from each cate ory d 0.5 ❑ 1.1 Efficient Building Envelope 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0.5 2.1 Air Leakage Control and Efficient Ventilation 0.5 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 ❑ 3.1a High Efficiency HVAC 1.0 ❑X 3.2 High Efficiency HVAC 1.0 ❑ 3.3a High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5 High Efficiency HVAC 1.5 ❑ 3.6a High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 Igl 4.2 High Efficiency HVAC Distribution System 1.0 ❑ Energy Options p Energy Credit Option Descriptions (cont. Credits - select O energy option fro each category d E User Notes 5.1 d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 ❑ 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑ 6.1 a Renewable Electric Energy (3 credits max) 1.0 Q 7.1 Appliance Package 0.5 El Total Credi 3.5 I CLEAR FORM a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. M1507.1 GENERAL LOCAL EXHAUST OR WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS AND EQUIPMENT SHALL BE DESIGNED IN ACCORDANCE WITH THIS SECTION. M1507.2 RECIRCULATION OF AIR EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE RECIRCULATED WITHIN A RESIDENCE OR TO ANOTHER DWELLING UNIT AND SHALL BE EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT DISCHARGE INTO AN ATTIC CRAWL SPACE OR OTHER AREAS OF THE BUILDING. M1507.3 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE DESIGNED IN ACCORDANCE WITH SECTIONS M1507.31 THROUGH M1507.3.3 M1507.3.1 SYSTEM DESIGN EACH DWELLING UNIT OR GUESTROOM SHALL BE EQUIPPED WITH A VENTILATION SYSTEM COMPLYING WITH SECTION M150.3.4, M1507.3.6, OR M1507.3.7 COMPLIANCE IS ALSO PERMITTED TO BE DEMONSTRATED THROUGH COMPLIANCE WITH THE INTERNATIONAL MECHANICAL CODE OR ASHRAE STANDARD 62.2. M1507.3.2 CONTROL AND OPERATION 1. LOCATION OF CONTROLS. CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. 2. INSTRUCTIONS. OPERATING INSTRUCTIONS FOR THE WHOLE -HOUSE VENTILATION SYSTEMS SHALL BE PROVIDED TO THE OCCUPANT BY THE INSTALLER OF THE SYSTEM. 3. LOCAL EXHAUST SYSTEMS. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, DEHUMIDISTATS, TIMERS, OR OTHER APPROVED MEANS. 4. CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEMS. CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEMS SHALL OPERATE CONTINUOUSLY AND BE EQUIPPED WITH AN OVERRIDE CONTROL. A "FAN ON" SWITCH SHALL BE PERMITTED AS AN OVERRIDE CONTROL. CONTROLS SHALL BE CAPABLE OF OPERATION THE VENTILATION SYSTEM W/O ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. A CLEARLY VISIBLE LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS "WHOLE -HOUSE VENTILATION (SEE OPERATION INSTRUCTIONS)". 5. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS SHALL COMPLY WITH THE FOLLOWING: 5.1 THEY SHALL BE CAPABLE OF OPERATING INTERMITTENTLY AND CONTINUOUSLY. 5.2 THEY SHALL HAVE CONTROLS CAPABLE OF OPERATING THE EXHAUST FANS, FORCED -AIR SYSTEM FANS, OR SUPPLY FANS W/O ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. 5.3 THE SYSTEM SHALL BE DESIGNED SO THAT IT CAN OPERATE AUTOMATICALLY BASED ON THE TYPE OF CONTROL TIMER INSTALLED. 5.4 THE INTERMITTENT MECHANICAL VENTILATION SYSTEM SHALL OPERATE AT LEAST ONE HOUR OUT OF EVERY FOUR. 5.5 THE SYSTEM SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A 24-HOUR CLOCK TIMER. 5.6 AT THE TIME OF THE FINAL INSPECTION, THE AUTOMATIC CONTROL SHALL BE SET TO OPERATE THE WHOLE -HOUSE FAN ACCORDING TO THE SCHEDULE USED TO CALCULATE THE WHOLE -HOUSE FAN SIZING. 5.7 A LABEL SHALL BE AFFIXED TO THE CONTROL THAT READS "WHOLE -HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)". M15073.21 OPERATING INSTRUCTIONS INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION, OPERATING INSTRUCTIONS, AND A WHOLE -HOUSE VENTILATION SYSTEM OPERATION DESCRIPTION. M1507.3.3 MECHANICAL VENTILATION RATE THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR TO EACH DWELLING UNIT AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED IN ACCORDANCE WITH TABLE M1507.3.3(1). EXCEPTION: THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS PERMITTED TO OPERATE INTERMITTENTLY WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25% OF EACH 4-HOUR SEGMENT AND THE VENTILATION RATE PRESCRIBED IN TABLE M1507.3.3(2) M1507.3.5 WHOLE -HOUSE VENTILATION INTEGRATED WITH A FORCED -AIR SYSTEM. THIS SECTION ESTABLISHES MINIMUM PRESCRIPTIVE REQUIREMENTS FOR WHOLE -HOUSE VENTILATION SYSTEMS INTEGRATED WITH FORCED -AIR VENTILATION SYSTEMS. A SYSTEM WHICH MEETS ALL THE REQUIREMENTS OF THIS SECTION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS FOR A WHOLE -HOUSE VENTILATION SYSTEM. M1507.3.5.1 INTEGRATED WHOLE -HOUSE VENTILATION SYSTEMS, INTEGRATED WHOLE HOUSE VENTILATION SYSTEMS SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION M1507.3.3. INTEGRATED WITH FORCED -AIR VENTILATION SYSTEMS SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE SPACE THROUGH THE FORCED -AIR SYSTEM DUCTS. INTEGRATED FORCE -AIR VENTILATION SYSTEMS SHALL HAVE AN OUTDOOR AIR INLET DUCT CONNECTING A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING TO THE RETURN OF AIR PLENUM OF THE FORCED -AIR SYSTEM. AT A POINT WITHIN 4FT UPSTREAM OF THE AIR HANDLER. THE OUTDOOR AIR INLET DUCT CONNECTION TO THE RETURN AIR STREAM SHALL BE LOCATED UPSTREAM OF THE FORCED -AIR SYSTEM BLOWER AND SHALL NOT BE CONNECTED DIRECTLY TO A FURNACE CABINET TO PREVENT THERMAL SHOCK TO THE HEAT EXCHANGER THE SYSTEM WILL BE EQUIPPED WITH A MOTORIZED DAMPER CONNECTED TO THE AUTOMATIC VENTILATION CONTROL AS SPECIFIED IN SECTION M1507.3.2. THE REQUIRED FLOW RATE SHALL BE VERIFIED BY FIELD TESTING WITH A FLOW HOOD OR A FLOW MEASURING STATION. M15073.5.2. VENTILATION DUCT INSULATION. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-4. M1507.3.5.3 OUTDOOR AIR INLETS INLETS SHALL BE SCREENED OR THERE WISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. OUTDOOR AIR INLETS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS: 1. CLOSER THAN 10 FT FROM AN APPLIANCE VENT OUTLET , UNLESS SUCH VENT OUTLET IS 3FT ABOVE THE OUTDOOR AIR INLET. 2. WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING ANY FUEL -BURNING APPLIANCES THEREIN. 5. CLOSER THAN 10FT FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3FT ABOVE THE AIR INLET. 6. ATTIC, CRAWL SPACES, GARAGES. M1507.4 LOCAL EXHAUST LOCAL EXHAUST SHALL BE PROVIDED IN EACH KITCHEN BATHROOM, WATER CLOSET, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA, AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR IS PRODUCED. LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE THE CAPACITY TO EXHAUST THE MINIMUM AIR FLOW RATE DETERMINED IN ACCORDANCE WITH THE TABLE M1507.4. M1507.4.1 LOCAL EXHAUST FANS EXHAUST FANS PROVIDING LOCAL EXHAUST SHALL HAVE A MINIMUM FAN FLOW RATING NOT LESS THAN 50 cfm AT 0.25 INCHES WATER GAUGE FOR BATHROOMS, LAUNDRIES, OR SIMILAR ROOMS, AND 100 cfm AT 0.25 INCHES WATER GAUGE FOR KITCHENS. MANUFACTURERS' FAN FLOW RATINGS SHALL BE DETERMINED AS PER HVI 916 (APRIL 1995) OR AMCA 210. EXCEPTION: WHERE A RANGE HOOD OR DOWN DRAFT EXHAUST FAN IS USED TO SATISFY THE LOCAL EXHAUST REQUIREMENTS FOR KITCHENS, THE RANGE HOOD OR DOWN DRAFT EXHAUST SHALL NOT BE LESS THAN 10 cfm AT 0.10 INCHES WATER GAUGE. M1507.4.2 LOCAL EXHAUST CONTROLS LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, DEHUMIDISTATS, TIMERS OR OTHER APPROVED MEANS. LOCAL EXHAUST SYSTEM CONTROLS SHALL BE READILY ACCESSIBLE. MECHANICAL HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN NO WARM -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AND ELECTRICAL HEATING FURNACES. LIQUEFIED PETROLEUM GAS -BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT, BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS FOR HEATING ELEMENTS AND SWITCHES AT LEAST 18" ABOVE THE FLOOR LEVEL. TEMPERATURE CONTROL THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE WSEC SEC.403.1.1 VENTILATION EVERY FACTORY BUILT CHIMNEY, TYPE, L VENT, TYPE B GAS VENT OR TYPE B GAS BENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AN AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. UTILITY ROOM NOTES/MAKE UP AIR: 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGTH OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL. OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FT OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE-UP AIR WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 sq. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS. -100 sq. INCHES TRANSFER GRILL PER IRC G2439.4(614.6) CONTINUOUS WHOLE- HOUSE DWELLING UNIT FLOOR AREA (SQ.FT,) NUMBER OF BEDROOMS 0- 1 1 2-3 1 4-5 1 6-7 1 0-1 Airflow in CFM -1500 30 45 60 75 90 1501- 3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 7500 - UP 105 120 135 150 165 INTERMITTENT WHOLE -HOUSE MECHANICAL VENTILATION RATE FACTORS RUN-TIME % IN EACH 4-HOUR SEGMENT 25.00% 33.00% 50.00% 66.00% 75.00% 100.00% FACTOR 4 3 2 1.5 1.3 1.0 MINIMUM REQUIRED EXHAUST RATES AREA TO BE VENTED EXHAUST RATES KTICHENS 100 CFM INTERMITTENT OR 25CFM CONTINUOUSLY BATHROOM/LAUNDRY/SIMILAR AREAS 50 CFM INTERMITTENT OR 20CFM CONTINUOUSLY AIR LEAKAGE IECC / WA STATE R402.4 AIR LEAKAGE (MANDATORY) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS OF SECTIONS R 402.4.1 THROUGH R402.4.4. R402.4.1.2 THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARYT CONDUCTING THE TEST AND PROVIDED TOT HE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE TABLE R02.4.1.1), OPERABLE WINDOWS AND DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PROIR TO THE TEST. DURING TESTING: 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHER STRIPPING OR OTHER INFILTRATION CONTROL MEASURES. 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES. 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN, ACCESS HATCHES TO CONDITIONED CRAWL SPACES AND CONDITIONED ATTICS SHALL BE OPEN. 4. EXTERIOR OPENINGS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE CLOSED AND SEALED. 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE TURNED OFF, AND 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE FULLY OPEN. R402.4.2 FIREPLACES. NEW WOOD -BURNING FIREPLACES SHALL HAVE TIGHT -FITTING FLUE DAMPERS AND OUTDOOR COMBUSTION AIR. R402.4.3 AIR LEAKAGE OF FENESTRATION. WINDOWS, SKYLIGHTS AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM SQUARE FOOT (1.5 L/S/M2), AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FOOT (2.6 L/S/M2), WHEN TESTED ACCORDING TO NFRC 400 OR AAMA/WDMA/CSA 101/ I.S.2/ A440 BY AN ACCREDITED, INDEPENDENT LABORATORY AND LISTED AND LABELED BY THE MANUFACTURER. EXCEPTIONS: 1. FIELD -FABRICATED FENESTRATION PRODUCTS (WINDOWS, SKYLIGHTS AND DOORS). 2. CUSTOM EXTERIOR FENESTRATION PRODUCTS MANUFACTURED BY A SMALL BUSINESS PROVIDED THEY MEET THE APPLICABLE PROVISIONS OF CHAPTER 24 OF THE INTERNATIONAL BUILDING CODE. 3. CUSTOM EXTERIOR WINDOWS AND DOORS MANUFACTURED BY A SMALL BUSINESS PROVIDED THEY MEET THE APPLICABLE PROVISIONS OF CHAPTER 24 OF THE INTERNATIONAL BUILDING CODE. ONCE VISUAL INSPECTION HAS CONFIRMED THE PRESENCE OF A GASKET, OPERABLE WINDOWS AND DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST. REVISIONS: DATE: xx-xx-xx N W n o 00 rn U W 0 ~ W J � W a LU Q 00 CO � N H (D Z 5;cY) O U LO M I It o co _ LO N O N H 0 WW> N o 00 a) > N W Q QQ J L (n � J rnZ O oo O o ::> 00 LO 0 N W w 2 Q U) W z W a o W a cn CONTENT: RESUB Sep 26 2022 CITY OF EDMONDS DEVELOPMENT SERVICE ENERGY TMENT SHEET DRAWN BY: DL DATE: 02/25/2022 SCALE: 1/4"=1'-01, PROJECT NUMBER: A-0160 SHEET NO: A8.1 ALL VARIATIONS FROM CONDITIONS AND DIMENSIONS SHOWN ON THE DRAWING SHALL BE REPORTED TO THE DESIGNER FOR RESOLUTION PRIOR OR PROCEEDING TO THE WORK OR OTHERWISE, THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR COSTS OF ANY NECESSARY REMEDIAL WORK. REUSE OF DOCUMENTS UNAUTHORIZED ALTERATION OF ANY OF THE INFORMATION ON THIS DOCUMENT WILL INVALIDATE THE DOCUMENT. THE IDEAS AND DESIGNS INCORPORATED HEREIN, AS AN INSTRUMENT OF PROFESSIONAL SERVICE, IS THE PROPERTY OF NORTHWEST VINTAGE HOMES AND IS NOT TO BE USED IN WHOLE OR IN PART, FOR ANY OTHER PROJECT WITHOUT WRITTEN AUTHORIZATION FROM NORTHWEST VINTAGE HOMES