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HomeMy WebLinkAbout4032 167th St Ne Unit A_BLD6024_2024 Permit Packet Coversheet Community and Economic Development City of Arlington • 18204 59th Avenue NE • Arlington, WA 98223 • Phone (360) 403-3551 Page 1 of 1 Permit Number: Permit Type: Address/Parcel: Completed (Month/Year): Land Use ˆ Notice of Decision ˆ Staff Report ˆ Application ˆ Narrative ˆ Legal Description ˆ Vicinity Map ˆ Site Plan ˆ Landscape Plan ˆ Complete Streets Checklist ˆ Traffic Impact Analysis ˆ Snohomish County Traffic Mitigation Offer ˆ WSDOT Traffic Offer Form ˆ Tree Survey ˆ Stormwater Drainage Report ˆ Geotech Report ˆ Critical Area Evaluation Form ˆ SEPA Checklist ˆ Public Notice Material ˆ Noticing and Related Documents ˆ Water / Sewer Availability Certificate ˆ Unanticipated Discovery Plan Form ˆ Aerial Photo of Site ˆ Proposed Building Materials ˆ Lighting Plans and Lighting Cut Sheets ˆ Color Elevations ˆ Design Matrix ˆ Plat Map ˆ Title Report ˆ Lot Closures ˆ Preliminary Civil Plans ˆ Archaeological Survey o Confidential Documents. Contact the City to obtain. ˆ Topography (Existing Conditions) ˆ CC&R’s ˆ Deeds / Easements / Conveyances /Dedications ˆ Developer’s Agreement ˆ Recorded Copies ˆ Bonding or Assignment of Funds o Confidential Documents. Contact the City to obtain. ˆ Letters and Project Documents ˆ Other: Civil ˆ Issued Permit ˆ Application ˆ Other Applications ˆ Construction Calculation Worksheet ˆ Approved Plans ˆ Review Comment Form ˆ Letters and Project Documents ˆ Other Agency Permits ˆ Reports: o Drainage Report Pg: o Stormwater Pg: o Geotech Pg: o All Other Reports ˆ SEPA and Noticing Materials ˆ Inspections ˆ As-Builts ˆ Other: Building ˆ Issued Permit ˆ Application ˆ Additional Applications ˆ Approved Plans ˆ Site Plan ˆ Letters and Project Documents ˆ Calculations ˆ Project Specification Manuals ˆ Reports ˆ Certificate of Occupancy ˆ Inspections ˆ Other: BLD6024 Residential Zoning Verification 4032 167th St Ne Unit A September 2024 ✔ ✔ ✔ RESIDENTIAL ZONING VERIFICATION Community and Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 REV01.2024 For additional assistance see the illustration on the Residential Site Plan Example SF = Square Foot SF Lot Size can be found on the Plat Map or Snohomish County Assessor Property Information ÷ % This square footage includes the footprint area of all structures on the property including house, garages, sheds, covered patios, and decks permitted by the building code. 4.Septic Tank on Property? Yes No Private Well on Property? Yes No If so, please provide Snohomish County Health Department approval and indicate on site plan. 5.Are there trees greater than 12” diameter to be removed? Yes No If yes, indicate on site plan. 6.Permanent connections to water service may require Cross Connection Control. Check all that apply. Fire Sprinkler System Lawn Sprinkler System Decorative Pond/Fountain Re-circulating Heating System Medical Equipment Hot Tub Swimming Pool Livestock Drinking Tanks Other: Applicant Signature: Print Name: Date: Type of Permit: Single-family Duplex Townhouse Addition Garage/Shop  DocuSign Envelope ID: 5934D797-7180-4781-8D6C-3BC26041DB0F Jennifer Tamblin katbohnsack@gmail.com X 98223 X 4032 167th St. NE Arlington WA 98223 4032 167th St. NE Arlington 2068508542 Westrock Construction 400000 WA 5/30/2024 X jon@westrockconstruction.com X 360-631-0645 WA Planning and designing a duplex home located at Arlington. Kathleen Bohnsack 112 866700011200 X DocuSign Envelope ID: D5A4350D-280A-43B5-AC26-B6B6391F0F21 69' 9329 3892 3265 4625 27' 499329 52 RESIDENTIAL SITE PLAN EXAMPLE Community and Economic Development City of Arlington • 18204 59th Ave NE • Arlington, WA 98223 • Phone (360) 403-3551 REV01.2024 This is a site plan example and does reflect the requirements of a specific parcel. Garage Deck Porch Shed 768 400 120 200 Total Lot Size: .37 acres Calculate acres to square feet: .37 x 43,560 = 16,117.20 square feet Calculate Lot Coverage: 16,117.20 x .35 = 5,641.02 square feet (this is the maximum allowed) 1 tree behind the residence 1 tree in the front of the residence Square Footage of all existing and proposed structures shall not exceed 35%: 4,800 ÷ 16,117.20 = 30% Lot Coverage Pump 5 Garage N DocuSign Envelope ID: 5934D797-7180-4781-8D6C-3BC26041DB0FDocuSign Envelope ID: D5A4350D-280A-43B5-AC26-B6B6391F0F21 DN N 167TH ST NE PARKING PROPERTY LINE UNIT 112 UNIT 113 4,648 sf 4,681 sf 11' - 6 1/2" 20' - 0 3/4" 17' - 1 1/4" 7' - 5" 24 ' - 2 " 2,066 + 358 GARAGE= .51 LOT COVERAGE 1,729 + 375 GARAGE= .45 LOT COVERAGE Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T Registered Architect in WA State DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS 1" = 10'-0" 6/ 4 / 2 0 2 4 9 : 1 9 : 2 1 P M C: \ U s e r s \ j e n n i f e r t a m b l i n \ d r i f t - i a . c o m \ P r o j e c t s - R e si d e n t i a l \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \ D - I A - K a t B o hn s a c k - S D - R 1 - V 2 4 . r v t SITE AND ZONING XXXXXX Author Z001 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K FI R E W A L L REVIEW COMMENT FORM Project Name: BOHNSACK DUPLEX Permit No.: Review Date: Contact: JENNIFER TAMBLIN Phone No.: 4254780327 Land Use Review Phase: Report Date: Email: JEN@DRIFT-IA.COM Reviewing Dept.: CED Applicant: DWG Issue Date: #Rev.Dwg. or Spec. Ref. Add’l Ref.Comment Response/Resolution City Approved Page 1 of 3 18204 59th Avenue NE Arlington, WA 98223 360-403-3551 1.AL Z001 Please provide setback distances for all corners and sides of the structure (including stairs). done 2.AL Z001 Provide dimensions of all sides of the structure.done 3.AL Z001 Maximum lot coverage within the Residential Moderate Capacity zone is 45%. Please revise plans to not exceed this coverage. WE WERE ABLE TO GET EACH UNIT TO 45% OR LESS, HOWEVER WE COULDN’T FOLLOW THE EXISTING FOUNDATION AND WILL HAVE TO REDO THE FOUDNATION FROM THE BURNT DOWN HOME. 4.AL Z001 Rear property line setback shall meet 20.48-1 Density and Dimensional Standards. 20’ minimum for the rear setback. WE WILL MAYBE NEED A VARIANCE FOR THIS ITEM. THE BACK OF THE EXISTING HOUSE THAT BURNT DOWN WAS CLOSER THEN 20’ FROM THE REAR PROPERTY LINE. EVEN IF WE KEEP THE EXISTING BACK WALL LOCATION, WE WILL BE WITHIN THE ET BACK, ND DUE TO THE SHAPE OF THE PROPERTY A 20’ REAR YARD SETBACK IS VERY LIMITING. CAN WE REQUEST A VARIANCE FOR THIS? BECAUSE ITS ANGLED, WHAT ARE OUR OPTIONS? 5.AL Z001 Residential attached garages for two-story or greater residential dwellings where the garage is under the second story shall be recessed from the face of the primary structure a minimum of four (4) feet. NO THE GARAGE IS NOT UNDER SECOND STOREY 6.AL A200/A201/A300 Please provide height of the structure to the top of the roof. Done SEE SECTIONS. 7.AL Z001 A walking path from the sidewalk to the front door of each side shall be required. Done 8.AL Z001 1 tree required in the front and back yard of each unit. Done REVIEW COMMENT FORM Project Name: BOHNSACK DUPLEX Permit No.: Review Date: Contact: JENNIFER TAMBLIN Phone No.: 4254780327 Land Use Review Phase: Report Date: Email: JEN@DRIFT-IA.COM Reviewing Dept.: CED Applicant: DWG Issue Date: #Rev.Dwg. or Spec. Ref. Add’l Ref.Comment Response/Resolution City Approved Page 2 of 3 18204 59th Avenue NE Arlington, WA 98223 360-403-3551 9.AL Z001 Front porch or covered entry shall be a minimum of 6’ deep. DONE 10.AL A200/A201/A300 No buildings may have large areas of blank wall surfaces. Use architectural features and elements to enhance all building faces. DONE 11.AL A200/A201/A300 Gutter downspouts on the front façade shall be visibly integrated into the design of the building. The gutters and down spouts will be designed into the exterior. 12.AL A200/A201/A300 All buildings shall be visibly organized by a clear design concept. Please see Development Design Standards 9.2.3 and provide an explanation on how this is met. The home is designed to follow a functional yet welcoming concept. The windows are placed with horizontal datums across each unit, with high pitch roofs that dictate the entry and garage. We are also limited by following HOA rules and matching the neighborhood of all of the existing homes. 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. REVIEW COMMENT FORM Project Name: BOHNSACK DUPLEX Permit No.: Review Date: Contact: JENNIFER TAMBLIN Phone No.: 4254780327 Land Use Review Phase: Report Date: Email: JEN@DRIFT-IA.COM Reviewing Dept.: CED Applicant: DWG Issue Date: #Rev.Dwg. or Spec. Ref. Add’l Ref.Comment Response/Resolution City Approved Page 3 of 3 18204 59th Avenue NE Arlington, WA 98223 360-403-3551 & AB ABV A/C AD ADD'L ADJ AFF AHU ALUM AP ARCH BD BLDG BLKG BLW B.O. CAB CJ CL CLG CLO CLR CMU CU CO COL CONC CONSTR CONT CONTR CTR D DBL DIA DIM DN DR DS DTL DW DWG DWR EA EF EL ELEC ELEV EP EQ EW EXP EXST/EX EXT F.F. FIN FLR FND F.O. FT FTG FURR G GA GALV GND GPM GR GWB H HB HD HDW HDWD HT HVAC HWH IRC IN ID INCL INSUL INT J JT L LBS MAS MATL MAX MDF MECH MFR MIN M.O. MTL N N/A NIC NO NOM NTS O.C. OD OVHD PNT/PTD PL PLUM PLYWD PR PSD PSI P.T. R RAD REF REINF REQ'D REV RM R.O. S SCHED SD SECT SF SHT SIM SLVG SPEC SQ STD STL STRUC T TBD TEL THK THRESH T.O. TYP UNF UNO UL VAN V.B. VTR W W. WC WD W/D WDW W/O WP AND ANCHOR BOLT ABOVE AIR CONDITIONING AREA DRAIN ADDITIONAL ADJUSTABLE ABOVE FINISED FLOOR AIR HANDLING UNIT ALUMINUM ACCESS PANEL ARCHITECTURAL BOARD BUILDING BLOCKING BELOW BOTTOM OF CABINET CONTROL JOINT CENTER LINE CEILING CLOSET CLEAR CONCRETE MASONRY UNIT CONDENSING UNIT CARBON MONOXIDE DETECTOR COLUMN CONCRETE CONSTRUCTION CONTINUOUS CONTRACTOR CENTER DEEP DOUBLE DIAMETER DIMENSION DOWN DOOR DOWN SPOUT DETAIL DISHWASHER DRAWING DRAWER EACH EXHAUST FAN ELEVATION ELECTRIC/ELECTRICAL ELEVATOR ELECTRIC PANEL EQUAL EACH WAY EXPANSION EXISTING EXTERIOR FINISHED FLOOR FINISH FLOOR FOUNDATION FACE OF FEET FOOTING FURRING GAS GAUGE GALVANIZED GROUND GALLONS PER MINUTE GRADE GYPSUM WALL BOARD HIGH HOSE BIBB HEAD HARDWARE HARDWOOD HEIGHT HEATING, VENTILATION, AIR CONDITIONING HOT WATER HEATER INTERNATIONAL RESIDENTIAL CODE INCHES INSIDE DIAMETER INCLUDED/INCLUDING INSULATION INTERIOR JACK JOINT LENGTH POUNDS MASONRY MATERIAL MAXIMUM MEDIUM DENSITY FIBERBOARD MECHANICAL MANUFACTURER MINIMUM MASONRY OPENING METAL NEW NOT APPLICABLE NOT IN CONTRACT NUMBER NOMINAL NOT TO SCALE ON CENTER OUTSIDE DIAMETER OVERHEAD PAINT / PAINTED PLATE PLUMBING PLYWOOD PAIR POUNDS PER SQUARE FOOT POUNDS PER SQUARE INCH PRESSURE TREATED RISER RADIUS REFRIGERATOR REINFORCED REQUIRED REVISION ROOM ROUGH OPENING SOUTH SCHEDULE SMOKE DETECTOR SECTION SQUARE FEET SHEET SIMILAR SALVAGE SPECIFICATION SQUARE STANDARD STEEL STRUCTURE TREAD TO BE DETERMINED TELEPHONE THICK THRESHOLD TOP OF TYPICAL UNFINISHED UNLESS NOTED OTHERWISE UNDERWRITERS LABORATORIES VANITY VAPOR BARRIER VENT THROUGH ROOF WIDE WITH WATER CLOSET WOOD WASHER / DRYER WINDOW WITHOUT WATERPROOF OVERALL DIMENSION - OUTSIDE FACE OF STUDS EXTERIOR WALL LOCATION OUTSIDE FACE OF STUDS ..WINDOW/DOOR CENTERLINES . 5 1/2" INTERIOR PARTITION LOCATIONS 5 1/2" AND WALL THICKNESSES 3 1/2" TO EACH FACE OF STUD 5 1/2" APPROXIMATE DIMENSION ± 7' - 11" FIXED DIMENSION 8' - 8" DOOR NUMBER PER SCHEDULE DOOR WIDTH DOOR TAG WINDOW TAG WINDOW TYPE PER SCHEDULE ROOM NUMBER PER SCHEDULE ROOM TAG ROOM AREA 1t101 36" Room name 101 150 SF CONCRETE EARTH GRAVEL RIGID INSULATION BOARD BATT INSULATIONLOOSE FILL INSULATION LOOSE FILL INSULATION PLYWOOD WOOD METAL ROOF ASPHALT SHINGLES WOOD FLOORING LOOSE FILL INSULATION KEYNOTE KEYNOTE NUMBER, REFER TO SCHEDULE ALIGN FINISHED SURFACES SECTION MARK DRAWING NUMBER SHEET NUMBER STORY ELEVATION 1 ALIGN 1 A101 Name Elevation Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 1/4" = 1'-0" 9/ 1 4 / 2 0 2 4 8 : 2 4 : 0 3 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t COVER SHEET XXXXXX G001 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K KAT BOHNSACK OWNER P R O J E C T T E A M DRIFT INTERIOR ARCHITECTURE ARCHITECT14526 107TH ST NE LAKE STEVENS, WA (E): JEN@DRIFT-IA.COM (P): 425-478-0327 CONTACT: JEN TAMBLIN BUILDER NAME ENGINEER ADDRESS Sheet No. Sheet Name Revision Date G001 COVER SHEET • G002 INTERNATIONAL RESIDENTIAL CODE • G003 ENERGY CODE COMPLIANCE FOR UNIT 112 • G004 ENERGY CODE COMPLIANCE FOR UNIT 113 • Z001 SITE AND ZONING A000 EXISTING / DEMO PLAN • A100 MAIN LEVEL PLAN A101 UPPER LEVEL PLAN • A102 ROOF PLAN • A200 BUILDING ELEVATION A201 BUILDING ELEVATION A300 CONCEPTUAL 3D A500 WALL,FLOOR,ROOF & FOUNDATION DETAILS A501 EXTERIOR ENVELOPE DETAILS A502 DETAILS A503 WINDOW & DOOR INST. DETAILS A600 DOOR TYPES & SCHEDULE A601 WINDOW TYPES & SCHEDULE D R A W I N G I N D E X A B B R E V I A T I O N S D R A W I N G S T A N D A R D S D I M E N S I O N M E T H O D D R A W I N G S Y M B O L S C O M M O N M A T E R I A L S S C O P E O F W O R K REMODEL OF ARLINGTON RESIDENCE. SEE STRUCTURAL NOTES. P R O J E C T L O C A T I O N 4032 167TH ST NE, ARLINGTON, WA 98223 BUILDER STRUCTURAL ENGINEER BUILDER ADDRESS ENGINEER ADDRESS ADDRESS: UNIT-A PARCEL: UNIT-B PARCEL: LEGAL: PRESENT USE: ZONING: 4032 167TH ST NE, ARLINGTON, WA 98223 00866700011200 00866700011300 COUNTRY MANOR 1,A CONDOMINIUM BLK 000 D-00 UNIT 113 TGW EQUAL & UND INT IN COMMON AREAS & FACS PER DECL REC AF 9703180267 & AMEND PER AFNS 200011080439, 200011130471, 200304170155; 200310130359,200403010098, 200409090123, 200504130006 & 200601250469 142 SINGLE FAMILY RESIDENCE CONDOMINIUM COMMON WALL RESIDENTIAL HIGH DENSITY[RHD] N C O D E S 2021 INTERNATIONAL RESIDENTIAL CODE 2021 INTERNATIONAL BUILDING CODE 2021 INTERNATIONAL MECHANICAL CODE 2021 UNIFORM PLUMBING CODE 2021 INTERNATIONAL MECHANICAL CODE 2021 INTERNATIONAL FIRE CODE 2021 WASHINGTON STATE ENERGY CODE 5B (EXISTING) 5B (PROPOSED) NONE EXISTING. TO BE ADDED WITH NEW CONSTRUCTION. CONSTRUCTION TYPE: SPRINKLERS: C O D E S OTHER CONSULTANT OTHER CONSULTANT OTHER ADDRESS PROJECT GENERAL AND CODE NOTES GENERAL: ALL CONSTRUCTION SHALL CONFORM TO THE 2021 INTERNATIONAL RESIDENTIAL CODE (IRC) AS AMENDED BY THE STATE OF WASHINGTON AND BE IN ACCORDANCE WITH ALL WASHINGTON STATE LAWS, REGULATIONS AND VARIOUS CODES IMPOSED BY LOCAL AUTHORITIES. DO NOT SCALE DRAWINGS OR DETAILS - USE DIMENSIONS SHOWN. • DIMENSIONS SHOWN ON THE PLANS ARE TO FACE OF FRAMING OR CONCRETE, OR TO THE CENTERLINE OF COLUMNS UNLESS NOTED OTHERWISE. • CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMENSIONED ON THE PLANS. • DOORS AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE 4½” FROM FACE OF ADJACENT WALL OR CENTERED BETWEEN WALLS, UNLESS NOTED OTHERWISE. THE CONTRACTOR SHALL CHECK AND VERIFY ALL DIMENSIONS AND EXISTING CONDITIONS BEFORE PROCEEDING WITH THE WORK. ANY CONFLICTS SHALL BE IMMEDIATELY BROUGHT TO THE ATTENTION OF THE ARCHITECT. VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF THE WORK. THE CONTRACTOR SHALL COORDINATE THE LOCATION OF MECHANICAL WORK, ELECTRICAL WORK, AND OTHER SUBCONTRACTOR WORK TO INSURE COMPLIANCE WITH THE DRAWINGS, SPECIFICATIONS, AND ALL CODES. CONTACT THE ARCHITECT FOR RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE FRAMING LAYOUT WITH MECHANICAL, PLUMBING AND ELECTRICAL SUBCONTRACTORS. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND STRUCTURAL MEMBER SIZES PRIOR TO CONSTRUCTION. INFORM THE ARCHITECT OF ANY DISCREPANCIES IN THE DRAWINGS OR INCONSISTENCIES WITH THE CODES PRIOR TO CONSTRUCTION. CONTRACTOR SHALL COORDINATE ALL CHANGES WITH THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO FABRICATION OR CONSTRUCTION. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE WORK. ALL STRUCTURAL SYSTEM SUCH AS WOOD TRUSSES WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTED SHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGE, AND ERECTION IN ACCORDANCE WITH INSTRUCTIONS PREPARED BY THE SUPPLIER. SOILS:(REFER TO GEOTECH PERMIT REVIEW COMMENT RESPONSE LETTER) SEE THE SOILS REPORT PROVIDED BY THE GEOTECHNICAL CONSULTANT FOR ALL SOILS RELATED STRUCTURAL CRITERIA PERTAINING TO FOUNDATION DESIGN. FOOTING EXCAVATION SHALL BE FREE OF LOOSE SOILS, DEBRIS, AND FREE WATER AT ALL TIMES. THIS OFFICE TAKES NO RESPONSIBILITY IN VERIFYING THE ACCURACY OF ENGINEERING DATA SUPPLIED BY OTHERS. CLEARING & GRADING (T.E.S.C.MEASURES):(REFER TO SHEET C2) ALL CLEARING AND GRADING MUST BE IN ACCORDANCE WITH LOCAL JURISDICTION CLEARING AND GRADING EROSION CONTROL STANDARDS, DEVELOPMENT STANDARDS, LAND USE CODE, UNIFORM BUILDING CODE, PERMIT CONDITIONS, AND ALL OTHER APPLICABLE CODES, ORDINANCES AND STANDARDS. THE DESIGN ELEMENTS WITH THESE PLANS HAVE BEEN REVIEWED TO THESE REQUIREMENTS. ANY VARIANCE FROM THE ADOPTED EROSION CONTROL STANDARDS IS NOT ALLOWED UNLESS SPECIFICALLY APPROVED BY THE LOCAL JURISDICTION PRIOR TO CONSTRUCTION. A COPY OF THE APPROVED PLANS MUST BE ON-SITE WHENEVER CONSTRUCTION IS IN PROGRESS. THE APPLICANT IS RESPONSIBLE FOR OBTAINING ANY OTHER REQUIRED OR RELATED PERMITS PRIOR TO BEGINNING CONSTRUCTION. ALL LOCATIONS OF EXISTING UTILITIES HAVE BEEN ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHOULD. THEREFORE, BE CONSIDERED ONLY APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS AND TO DISCOVER AND AVOID ANY OTHER UTILITIES NOT SHOWN WHICH MAY BE AFFECTED BY THE WORK. FINAL SITE DRAINAGE MUST DIRECT DRAINAGE AWAY FROM ALL BUILDING STRUCTURES AT A MINIMUM SLOPE OF 6 INCHES WITHIN THE FIRST 10 FEET, IRC R317.1.2.ALL WOOD IN CONTACT WITH CONCRETE, CMU OR WITHIN 8" OF SOILS SHALL BE PRESSURE TREATED WOOD IN COMPLIANCE WITH IRC R317. IRC R317.3. ALL METAL FRAMING CONNECTORS AND FASTENERS USED WITH PRESSURE TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE TREATED MATERIAL. SEE INSULATION REQUIREMENTS FOR FLOORS AND WALLS IN 1/A3.10 . FIREPLACES:(REFER TO SHEET A2.10) IRC CHAPTER 10. MASONRY FIREPLACES, BARBECUES, SMOKE CHAMBERS AND FIREPLACE CHIMNEYS SHALL BE CONSTRUCTED OF MASONRY OR REINFORCED CONCRETE IN ACCORDANCE WITH IRC CHAPTER 10. UL 127. IRC R1004. FACTORY-BUILT FIREPLACES AND CHIMNEYS SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH THE CONDITIONS OF THE LISTING, AND TESTED IN ACCORDANCE WITH UL 127. IRC R1004. IRC G2425 thru G2430. FACTORY-BUILT FIREPLACES SHALL BE VENTED IN ACCORDANCE WITH IRC G2425 thru G2430. FACTORY-BUILT FIREPLACES OR WOOD STOVES SHALL BEAR THE STAMP OF THE TESTING LAB AND BE INSTALLED PER THE MANUFACTURER’S INSTRUCTIONS. MANUFACTURER'S INSTRUCTIONS SHALL BE ON SITE AT TIME OF INSPECTION. CEILING HEIGHTS:(REFER TO SHEETS A3.10 & A3.11) IRC R305. HABITABLE SPACE SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7’-0". NOT MORE THAN 50% OF REQUIRED FLOOR AREA OF A SPACE IS PERMITTED TO HAVE A SLOPED CEILING LESS THAN 7'-0" IN HEIGHT WITH NO PORTION LOWER THAN 5‘-0", BATHROOMS SHALL HAVE A MINIMUM CEILING HEIGHT OF 6’-8" OVER SHOWERHEAD AND A TUB OR SHOWER ENCLOUSER. ROOFING:(REFER TO SHEET A2.11) IRC R905. APPLY ROOF COVERING IN ACCORDANCE WITH IRC R905. BALCONIES, LANDINGS, EXTERIOR STAIRWAYS, OCCUPIED ROOFS AND SIMILAR SURFACES EXPOSED TO THE WEATHER AND SEALED UNDERNEATH SHALL BE WATERPROOFED AND SLOPED A MINIMUM OF ¼” PER 12” (2% SLOPE) FOR DRAINAGE. ATTIC:(REFER TO SHEET A2.14) IRC R806. PROVIDE ATTIC VENTILATION USING CONTINUOUS RIDGE VENT AND VENTED BIRDBLOCKING. AT CLOSED SOFFITS PROVIDE CONTINUOUS 2¼” VENT SLOT. (SEE DETAIL 2/A7.02) THE NET FREE VENTILATING AREA SHALL BE NOT LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, EXCEPT THAT THE AREA MAY BE 1/300, PROVIDED AT LEAST 50 PERCENT OF THE REQUIRED VENTILATING AREA IS PROVIDED BY VENTILATORS LOCATED IN THE UPPER PORTION OF THE SPACE TO BE VENTILATED AT LEAST 3 FEET ABOVE EAVES OR CORNICE VENTS WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVES OR CORNICE VENTS. IRC R302.12.DRAFT STOPS, WHERE REQUIRED, SHALL BE INSTALLED PER IRC R302.12. IRC R807.1.PROVIDE READILY ACCESSIBLE ATTIC ACCESS, MINIMUM 22” X 30” WITH MINIMUM 30” UNOBSTRUCTED HEADROOM IN ATTIC. SEE INSULATION REQUIREMENTS FOR ROOFS AND CEILINGS IN THE ENERGY SECTION BELOW. GLAZING:(REFER TO SHEET A9.10) IRC R308. ALL GLASS AND GLAZING IS TO BE IN COMPLIANCE WITH IRC R308 AND THE WASHINGTON STATE SAFETY GLASS LAW. IRC R308.4. GLAZING IN HAZARDOUS LOCATIONS SUCH AS GLASS ON DOORS, GLAZING WITHIN 24” ON EITHER SIDE OF A DOOR OPENING, OPENINGS WITHIN 60” VERTICAL AND 60” HORIZONTAL OF THE BOTTOM LANDING OF A STAIRWAY, STORM DOORS, RAILINGS, SHOWER DOORS, SLIDING GLASS DOORS AND TUB ENCLOSURES SHALL BE SAFETY GLAZING MATERIAL. ALL EXTERIOR GLAZING SHALL COMPLY WITH THE LATEST EDITION OF THE WASHINGTON STATE ENERGY CODE. IRC R308.6. SKYLIGHT SHALL BE HERMETICALLY SEALED, INSULATED, HEAT STRENGTHENED, OR FULLY TEMPERED GLASS. SKYLIGHTS SHALL MEET THE REQUIREMENTS OF IRC R308.6. GLASS BLOCK SHALL BE 3” MINIMUM. THE MORTARED SURFACES SHALL BE TREATED FOR MORTAR BONDING.IRC R610. EGRESS:(REFER TO SHEET A2.10) IRC R310. EVERY SLEEPING ROOM SHALL HAVE AN EMERGENCY ESCAPE OPENING WITH A MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. THE MINIMUM NET CLEAR OPENING HEIGHT DIMENSION SHALL BE 24” MINIMUM NET CLEAR OPENING WIDTH DIMENSION OF 20” AND A CLEAR OPENING HEIGHT NOT MORE THAN 44” ABOVE THE FLOOR. ALL EMERGENCY ESCAPE OPENINGS SHALL FULLY COMPLY WITH IRC R310. IRC R311. PROVIDE MEANS OF EGRESS IN ACCORDANCE WITH IRC R311. IRC R311.3.1. EVERY EXTERIOR EXIT DOOR SHALL HAVE A LANDING ON EACH SIDE. MAXIMUM STEP AT THRESHOLD SHALL BE 1½”. FIRE PROTECTION:(REFER TO SHEETS A2.10 & A2.11) IRC R314. PROVIDE SMOKE DETECTOR IN EACH SLEEPING ROOM AND AT A CENTRAL LOCATION IN CORRIDORS OR AREAS ACCESSING SLEEPING AREAS AS WELL AS ONE ON EACH STORY. SMOKE DETECTORS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING WITH A BATTERY BACKUP. SMOKE DETECTORS SHOULD SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS. IRC R314. IRC R314.4. SMOKE DETECTOR POWER SOURCES TO BE INSTALLED IN ACCORDANCE WITH IRC R314. ALL ALARM DEVICES SHALL BE INTERCONNECTED PER IRC R314.4. IRC R315. PROVIDE CARBON MONOXIDE DETECTOR OUTSIDE EACH SLEEPING ROOM IN THE IMMEDIATE VICINITY AND WHERE A FUEL-BURNING APPLIANCE IS LOCATED WITHIN A BEDROOM OR ITS ATTACHED BATHROOM. CARBON MONOXIDE DETECTORS ARE TO RECEIVE PRIMARY POWER FROM BUILDING WIRING WITH A COMMERCIAL SOURCE AND WITH A BATTERY BACKUP. BATTERY OPERATED DETECTORS ARE PERMITTED IF COMMERCIAL POWER IS NOT AVAILABLE. CARBON MONOXIDE DETECTORS SHOULD SOUND AN ALARM AUDIBLE IN ALL SLEEPING ROOMS. IRC R315. IRC R315.5. CARBON MONOXIDE DETECTOR POWER SOURCES TO BE INSTALLED IN ACCORDANCE WITH IRC R315. ALL ALARM DEVICES SHALL BE INTERCONNECTED PER IRC R315.5. IRC R302.11.INSTALL FIREBLOCKING PER IRC R302.11. IRC R302.12. INSTALL DRAFTSTOPPING PER IRC R302.12. BATHROOMS: ALL TUB AND SHOWER STALLS SHALL HAVE FIREBLOCKING BETWEEN STUDS. HINGED SHOWER DOORS SHALL OPEN OUTWARD. IRC R308.4. ALL GLAZING USED FOR DOORS OR ENCLOSURES IN BATHROOMS SHALL BE SAFETY GLAZING. GLAZING IN ANY PORTION OF A BUILDING WALL ENCLOSING A SHOWER OR BATHTUB WHERE THE BOTTOM EXPOSED EDGE IS LESS THAN 60 INCHES ABOVE THE STANDING SURFACE AND DRAIN INLET SHALL BE SAFETY GLAZING. IRC R307.2. SHOWER STALL WAINSCOT SHALL BE A MINIMUM OF 72 INCHES ABOVE THE FLOOR. RUN CEMENT BACKER BOARD TO CEILING, TYPICAL. IRC R307.1. WATERCLOSETS SHALL HAVE MIN. 30” CLEAR WIDTH AND MIN. 21” FRONT CLEARANCE. GAS APPLIANCES:(REFER TO SHEET A2.10) HEATING SYSTEM SHALL BE CAPABLE OF MAINTAINING 70° FEET ABOVE FLOOR IN HABITABLE ROOMS WHEN OUTSIDE TEMP. IS AS SHOWN IN SECTION 302 WSEC. IRC G2407.6. FUEL BURNING EQUIPMENT LOCATED WITHIN THE BUILDING ENVELOPE SHALL OBTAIN COMBUSTION AIR FROM OUTDOORS PER IRC G2407.6. DO NOT USE CRAWL SPACE AIR! IRC G2407. EVERY APPLIANCE DESIGNED TO BE VENTED SHALL BE CONNECTED TO A VENTING SYSTEM PER IRC G2407. PROVIDE READILY ACCESSIBLE AUTOMATIC OR MANUAL SHUT-OFF SWITCH THERMOSTAT. PROVIDE AT LEAST ONE THERMOSTAT FOR REGULATING SPACE TEMPERATURES FOR EACH HEATING/COOLING UNIT. IRC G2404 & IRC M1307.2. GAS APPLIANCES SHALL BE INSTALLED AND SECURELY FASTENED IN PLACE IN ACCORDANCE WITH IRC G2404 & IRC M1307.2. IRC G2408.5. PROVIDE CLEARANCE FROM COMBUSTIBLE MATERIALS PER IRC G2408.5. SEE FIREPLACES SECTION ABOVE FOR ADDITIONAL INFORMATION REGARDING GAS FIREPLACES. EXTERIOR FINISHES:(REFER TO SHEETS A7.11 & A7.12) IRC R703. IRC SECTION 703.8. IRC SECTION 703.2.EXTERIOR WALLS SHALL PROVIDE THE BUILDING WITH A WEATHER-RESISTANT EXTERIOR WALL ENVELOPE. THE EXTERIOR WALL ENVELOPE SHALL INCLUDE FLASHING AS DESCRIBED IN (IRC) SECTION 703.4. THE EXTERIOR WALL ENVELOPE SHALL BE DESIGNED AND CONSTRUCTED IN SUCH A MANNER AS TO PREVENT THE ACCUMULATION OF WATER WITHIN THE WALL ASSEMBLY BY PROVIDING A WATER-RESISTIVE BARRIER BEHIND THE EXTERIOR VENEER AS REQUIRED BY (IRC) SECTION 703.2. • UNDERLAYMENT: APPLY TWO (2) LAYERS OF 60 MIN. BUILDING PAPER OVER SHEATHING PRIOR TO INSTALLATION OF WINDOWS, WRAP INTO OPENINGS. AFTER INSTALLATION OF WINDOWS, APPLY SELF-ADHESIVE ‘BLUESKIN’ PER MANUFACTURER’S INSTRUCTIONS. • ADHERED STONE VENEER:USE PRESSURE-TREATED SHEATHING BEHIND ADHERED STONE VENEER, TYP. APPLY ADHERED STONE VENEER OVER UNDERLAYMENT PER MANUFACTURER’S RECOMMENDATION. DO NOT BACKFILL OR POUR CONCRETE AGAINST STONE VENEER. IRC R703.5. • WOOD SIDING: INSTALL OVER UNDERLAYMENT IN ACCORDANCE WITH IRC R703.3. IRC R703.6. • WOOD SHINGLES: INSTALL OVER UNDERLAYMENT IN ACCORDANCE WITH IRC R703.5. IRC R703.10. • FIBER CEMENT SIDING: INSTALL OVER UNDERLAYMENT IN ACCORDANCE WITH IRC R703.10. IRC R703.4. • FLASHING: INSTALL FLASHINGS IN ACCORDANCE WITH IRC R703.4.VERTICAL LEG OF FLASHING SHALL BE 4” MIN. ‘KICK-OUT’FLASHING TO GUTTERS SHALL EXTEND 3” MIN. BEYOND WALL. DECKS & EXTERIOR STAIRWAYS:(REFER TO SHEETS A7.11 & A7.12) IRC R317. WOODEN STRUCTURAL SUPPORTS AND MEMBERS THAT ARE EXPOSED TO WEATHER WITHOUT PROTECTION FROM A ROOF, EAVE, OVERHANG OR OTHER COVERING THAT WOULD PREVENT MOISTURE OR WATER ACCUMULATION ON THE MEMBER SURFACE SHALL BE PRESSURE TREATED OR CEDAR LUMBER. IRC 317.3. ALL METAL FRAMING CONNECTORS AND FASTENERS USED WITH PRESSURE TREATED LUMBER SHALL BE CERTIFIED FOR USE WITH THE TREATED MATERIAL. VENTILATION (VIAQ) & LIGHTING:(REFER TO SHEETS A2.10, & A2.11) COMPLY WITH 2021 WASHINGTON ENERGY CODE (WSEC) USING PRESCRIPTIVE METHOD FOR GROUP R OCCUPANCIES UNLESS OTHERWISE DETECTED. INSTALL WHOLE HOUSE VENTILATION SYSTEM IN ACCORDANCE WITH THE CURRENT WSEC WORKSHEET PREPARED FOR THIS PROJECT. IN HABITABLE ROOMS NOT PROVIDED WITH AN OPENABLE EXTERIOR OPENING OF AT LEAST 4% OF THE FLOOR AREA, A MECHANICAL VENTILATION SYSTEM MUST BE PROVIDED THAT PROVIDES A MINIMUM OF .35 AIR CHANGES PER HOUR. IRC R303.1. IRC R303.1. NATURAL LIGHTING IN ALL HABITABLE SPACES SHALL BE PROVIDED WITH AGGREGATE GLAZING AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF EACH SPACE. IRC M1505.4.4. LAUNDRY, BATH AND UTILITY ROOM FANS TO BE 50 CFM MIN, AND KITCHEN, RANGE/OVEN FANS TO BE 100 CFM MINIMUM. ALL VENTILATION DUCTS SHALL VENT TO THE OUTSIDE OF THE BUILDING AND TERMINATE A MINIMUM OF 3 FEET FROM ANY OPENINGS IN THE BUILDING. INSTALL BACK DRAFT DAMPERS IN SYSTEMS DESIGNED TO OPERATE INTERMITTENTLY. ALL DUCTWORK SHALL HAVE A SMOOTH NONCOMBUSTIBLE, NONABSORBENT SURFACE. EXHAUST DUCTS IN UNCONDITIONED SPACES & SUPPLY DUCTS IN CONDITIONED SPACES SHALL BE INSULATED TO R-4 MIN. WSEC TABLE R402.4.1.1. PROVIDE TIGHT FITTING GLASS OR METAL DOORS ON SOLID FUEL BURNING APPLIANCES. ENERGY:(REFER TO SHEETS A2.10, A3.10 & A3.11) METHOD OF COMPLIANCE - PRESCRIPTIVE METHOD FOR GROUP R OCCUPANCY, CLIMATE ZONE - MARINE 4, TABLE R402.1.1. ALL MATERIALS, WORKMANSHIP AND CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF THE INTERNATIONAL RESIDENTIAL CODE (IRC) AND THE WASHINGTON STATE ENERGY CODE, LATEST EDITION. VERIFY ALL CONDITIONS BEFORE PROCEEDING WITH WORK. ALL INSULATION MATERIALS, INCLUDING FACING AND VAPOR BARRIERS, SHALL HAVE A FLAME SPREAD RATING NOT TO EXCEED 25 AND A SMOKE DENSITY RATING NOT TO EXCEED 450. (R-21) • WALLS: INSULATED PER TABLE R402.1.1. (R-21) (R-49) (R-38) • ROOF & CEILING: INSULATED PER TABLE R402.1.1. PROVIDE INSULATION IN ROOF AND CEILING: ABOVE CEILING (R-49)WHERE POSSIBLE AND IN 2X12 RAFTERS (R-38) IF VAULTED CEILING CONDITION EXISTS. MAINTAIN A MINIMUM OF 2” CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING. VENTING MUST OCCUR IN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WITHIN A JOIST SPACE IS INTERRUPTED BY A HEADER (I.E., SKYLIGHT OR AT HIP END), PROVIDE (2) 1½” VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUAL THROUGH-VENTING INTO THE NEXT JOIST SPACE. PROVIDE INSULATION BAFFLES EAVE VENTS AT CEILINGS/ATTICS TO MAINTAIN 2” MIN. OF VENTILATION ABOVE INSULATION. EXTEND BAFFLES 6” VERTICALLY ABOVE BATT INSULATION AND 12” VERTICALLY ABOVE LOOSE-FILL INSULATION. WEATHERSTRIP AND INSULATE ATTIC ACCESS DOORS AND PANELS TO THE R-VALUE OF THE SURROUNDING SURFACES. R402.1.1. (R-30) • FLOORS: INSULATE PER TABLE R402.1.1. PROVIDE INSULATION IN ROOF AND CEILING: ABOVE CEILING (R-49)WHERE POSSIBLE AND IN 2X12 RAFTERS (R-38) IF VAULTED CEILING CONDITION EXISTS. MAINTAIN A MINIMUM OF 2” CLEAR BETWEEN TOP OF INSULATION AND BOTTOM OF SHEATHING FOR VENTING. VENTING MUST OCCUR IN EACH JOIST SPACE. WHERE CONTINUOUS VENTING WITHIN A JOIST SPACE IS INTERRUPTED BY A HEADER (I.E., SKYLIGHT OR AT HIP END), PROVIDE (2) 1½” VENTING HOLES AT THE TOP OF THE RAFTER AT THE HEADER TO ALLOW FOR CONTINUAL THROUGH-VENTING INTO THE NEXT JOIST SPACE. PROVIDE INSULATION BAFFLES EAVE VENTS AT CEILINGS/ATTICS TO MAINTAIN 2” MIN. OF VENTILATION ABOVE INSULATION. EXTEND BAFFLES 6” VERTICALLY ABOVE BATT INSULATION AND 12” VERTICALLY ABOVE LOOSE-FILL INSULATION. WEATHERSTRIP AND INSULATE ATTIC ACCESS DOORS AND PANELS TO THE R-VALUE OF THE SURROUNDING SURFACES. R402.1.1. (R-10). WSEC 402.2.9 (OR 402.2.9.1 FOR HEATED FLOORS). • SLAB ON GRADE: INSULATE PER TABLE R402.1.1. PROVIDE EXTRUDED RIGID CLOSED CELL INSULATION (R-10). INSULATION MAY BE INSTALLED ON EITHER THE OUTSIDE FACE OR THE INSIDE FACE OF THE FOUNDATION WALL IN ACCORDANCE WITH WSEC 402.2.9 (OR 402.2.9.1 FOR HEATED FLOORS). IRC R702.7 & R703. • VAPOR BARRIERS: VAPOR RETARDERS SHALL BE INSTALLED ON THE WARM SIDE (IN WINTER) OF INSULATION. FLOORS SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SPACE SHALL HAVE MIN. 4 MIL POLYETHYLENE OR KRAFT FACED MATERIAL. ROOF/CEILING ASSEMBLIES WHERE THE VENTILATION SPACE ABOVE THE INSULATION IS LESS THAN AN AVERAGE OF 12 INCHES SHALL BE PROVIDED WITH A VAPOR RETARDER. WALLS SEPARATING CONDITIONED SPACE FROM UNCONDITIONED SPACE SHALL HAVE A VAPOR RETARDER INSTALLED. FACED BATT INSULATION SHALL BE FACE STAPLED. A GROUND COVER OF MIN. 6 MIL BLACK POLYETHYLENE SHALL BE LAID OVER THE GROUND WITHIN CRAWL SPACES W/ JOINTS LAPPED MIN. 12”. IRC R702.7 & R703. • CAULKING & SEALANTS: EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES; OPENINGS BETWEEN WALLS AND FOUNDATION; OPENINGS BETWEEN ROOF AND WALL PANELS, OPENINGS AT PENETRATIONS OF UTILITY SERVICES THROUGH WALLS, FLOORS & ROOFS; AND ALL OTHER OPENINGS IN THE EXTERIOR BUILDING ENVELOPE SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED. WSEC R303. • WINDOWS AND DOORS:ALL VERTICAL FENESTRATIONS SHALL HAVE A MAXIMUM U-FACTOR OF .30. OVERHEAD GLAZING SHALL HAVE A MAXIMUM U- FACTOR OF .50. GLAZING AND DOOR U-FACTORS SHALL BE DETERMINED AND DISPLAYED IN ACCORDANCE WITH WSEC R303. IRC N1103.2 & M1601.3. • DUCTWORK: INSULATE HEATING DUCTS IN UNCONDITIONED SPACES TO R-8 MINIMUM. DUCTWORK SEAMS & JOINTS SHALL BE TAPED, SEALED, AND FASTENED WITH A MINIMUM NUMBER OF FASTENERS. IRC P2603. • PIPING: INSULATE NON-CIRCULATING HOT AND COLD WATER PIPES IN UNCONDITIONED SPACES TO R-3 MINIMUM. WAC 51-56 SECTION 402. • WATER FLOW: FLOW RATES FRO PLUMBING FIXTURES SHALL COMPLY WITH WAC 51-56 SECTION 402.: TOILETS @ 1.6 GALLONS PER FLUSH MAXIMUM; SHOWERS, TUBS AND LAVATORIES @ 2.5 GPM, MAXIMUM. Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 3/32" = 1'-0" 9/ 1 4 / 2 0 2 4 8 : 2 4 : 0 4 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t INTERNATIONAL RESIDENTIAL CODE XXXXXX G002 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 9/ 1 4 / 2 0 2 4 8 : 2 4 : 0 5 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t ENERGY CODE COMPLIANCE FOR UNIT 112 XXXXXX G003 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K ENERGY NOTES 1. ALL SLEEPING ROOMS AND EACH FLOOR SHALL BE PROVIDED WITH HEAT AND WALL- MOUNTED THERMOSTATIC CONTROLS. HEATED SPACE SHALL MAINTAIN A TEMPERATURE OF 70 DEGRESS FAHRENHEIT AT 3' ABOVE THE FLOOR IN ALL HABITABLE ROOMS. 2. ALL CRACKS SHALL BE CAULKED TO PREVENT AIR INFILTRATION FROM EXTERIOR CLIMATE AND INTER-UNIT AIR EXCHANGE. 3. EACH OCCUPIABLE SPACE SHALL HAVE A MINIMUM OF ONE INLET THAT HAS A MINIMUM OF 4 SQ. INCHES OF NET FREE AREA PER SMC 403.8.6.1 . 4. A MINIMUM OF 90% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS PER SEC R404.1. ENERGY CODE PATH SEC R406.2 PRESCRIPTIVE PER TABLE R406.2. SEC R406.3 ITEM 2 AND ACHIEVE 6.0 ENERGY CREDITS ENERGY CREDITSWINDOW & DOOR HEADER INSULATION PER TABLE R402.1.1. PROVIDE MINIMUM OF R-10 INSULATION AT ALL WINDOW AND DOOR HEADERS VENTILATION REQUIREMENTS 1. NEW CONSTRUCTION TO CONFROM TO THE REQUIREMENTS OF 2021 SRC & 2021 SEC. 2. EXHAUST DUCTS TO TERMINATE OUTSIDE THE BUILDING WITH BACKDRAFT DAMPERS. VENT DUCTS SHOWN THROUGH CEILING OR SOFFIT. 3. ALL FANS TO BE SWITCHED INTERMITTENTLY. 4. ENVIRONMENTAL AIR EXHAUST VENTS ON BUILDING EXTERIOR TO COMPLY WITH SMC 501.3.1 #3 CLEARANCE. SEE EXTERIOR ELEVATIONS WITH IDENTIFIED CLEARANCES. WHOLE HOUSE FAN 1. M1505.4.3 REQUIRES 60 CFM CONTINUOUS AIRFLOW RATE FOR A 3 BEDROOM HOME OF 2,501-3,000SF. THIS FAN SHALL BE CONNECTED TO A TIMER SET TO RUN THE FAN AT A FACTOR OF 50% OF EACH DAY IN 4-HOUR INCREMENTS THERFORE REQUIRING A FAN OF 120 CFM. 2. WHOLE-HOUSE FANS NOT TO EXCEED MAXIMUM SONE RATING OF 1.0. MINIMUM FAN CFM - M1505.4.4 KITCHEN 100 CFM INTERMITTENT BATHROOM 50 CFM INTERMITTENT TOILET 50 CFM INTERMITTENT MECHANICAL NOTES - RESIDENCE HEATING OPTIONS (2): HEAT PUMP WSEC EFFICIENT BUILDING ENVELOPE CREDIT (1.3)   ADVANCE FRAMING AND RAISED HEEL TRUSSES OR RAFTERS VERTICAL GLAZING U - 0.28 R-49 ADVANCED (U - 0.020) AS LISTED IN SECTION A102.2.1, CEILINGS BELOW A VENTED ATTIC   AND   R-49 VAULTED CEILINGS WITH FULL HEIGHT OF UNCOMPRESSED INSULATION EXTENDING OVER THE WALL TOP PLATE AT THE EAVES.   VENTILATION CREDIT (2.1)   AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2.1: COMPLIANCE BASED ON R402.4.1.1: INSTALLATION. THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE CRITERIA LISTED IN TABLE R402.4.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION.     R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AT 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1505.4 OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAXIMUM 0.35 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN. VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE.   M1505.4 INTEGRATED WHOLE-HOUSE VENTILATION SYSTEMS. INTEGRATED WHOLE- HOUSE VENTILATION SYSTEMS SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION M1505.4.3.1.   HIGH EFFICIENCY HVAC EQUIPMENT CREDIT (3.5.1):   AIR-SOURCE, CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 11.0. EFFICIENT WATER HEATING CREDIT (5.5)   WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION, SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R-8 MINIMUM PIPE INSULATION.  APPLIANCE PACKAGE CREDIT (7.1):   ALL OF THE FOLLOWING APPLIANCES SHALL BE NEW AND INSTALLED IN THE DWELLING UNIT AND SHALL MEET THE FOLLOWING STANDARDS:   DISHWASHER - ENERGY STAR RATED BOSCH - 800 SERIES 24 IN. STAINLESS STEEL TOP CONTROL TALL TUB DISHWASHER WITH STAINLESS STEEL TUB, CRYSTAL DRY, 42DBA   REFRIGERATOR (IF PROVIDED) - ENERGY STAR RATED JENNAIR - 36 INCH WIDE 20.9 CU. FT. ENERGY STAR RATED BUILT-IN RIGHT SWING REFRIGERATOR   WASHING MACHINE - ENERGY STAR RATED WHIRLPOOL - 4.5 CU. FT. HIGH EFFICIENCY WHITE FRONT LOAD WASHING MACHINE WITH STEAM AND LOAD AND GO DISPENSER.   DRYER - ENERGY STAR RATED, VENTLESS DRYER WITH MIN. CEF RATING OF 5.2 WHIRLPOOL - 7.4 CU. FT. 240 VOLT STACKABLE WHITE ELECTRIC VENTLESS DRYER WITH INTUITIVE TOUCH CONTROLS, ENERGY STAR   INTEGRATED FORCED-AIR VENTILATION SYSTEMS SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE SPACE THROUGH THE FORCED-AIR SYSTEM DUCTS. INTEGRATED FORCED-AIR VENTILATION SYSTEMS SHALL HAVE AN OUTDOOR AIR INLET DUCT CONNECTING A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING TO THE RETURN AIR PLENUM OF THE FORCED-AIR SYSTEM, AT A POINT WITHIN 4 FEET 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 INTO 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 M1505.4.2. THE REQUIRED FLOW RATE SHALL BE VERIFIED BY FIELD TESTING WITH A FLOW HOOD OR A FLOW MEASURING STATION.   M1601.4.6 VENTILATION DUCT INSULATION. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-8. M1602.2 RETURN AIR OPENINGS. OPENINGS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. OUTDOOR RETURN AIR OPENINGS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS:   CLOSER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3 FEET ABOVE THE OUTDOOR RETURN AIR OPENINGS.   WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS.   A HAZARDOUS OR UNSANITARY LOCATION.   A ROOM OR SPACE HAVING ANY FUEL-BURNING APPLIANCES THEREIN.   CLOSER THAN 10 FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FEET ABOVE THE RETURN AIR OPENING.   ATTIC, CRAWL SPACES, OR GARAGES.  Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 9/ 1 4 / 2 0 2 4 8 : 2 4 : 0 6 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t ENERGY CODE COMPLIANCE FOR UNIT 113 XXXXXX G004 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K ENERGY NOTES 1. ALL SLEEPING ROOMS AND EACH FLOOR SHALL BE PROVIDED WITH HEAT AND WALL- MOUNTED THERMOSTATIC CONTROLS. HEATED SPACE SHALL MAINTAIN A TEMPERATURE OF 70 DEGRESS FAHRENHEIT AT 3' ABOVE THE FLOOR IN ALL HABITABLE ROOMS. 2. ALL CRACKS SHALL BE CAULKED TO PREVENT AIR INFILTRATION FROM EXTERIOR CLIMATE AND INTER-UNIT AIR EXCHANGE. 3. EACH OCCUPIABLE SPACE SHALL HAVE A MINIMUM OF ONE INLET THAT HAS A MINIMUM OF 4 SQ. INCHES OF NET FREE AREA PER SMC 403.8.6.1 . 4. A MINIMUM OF 90% OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH-EFFICACY LAMPS PER SEC R404.1. ENERGY CODE PATH SEC R406.2 PRESCRIPTIVE PER TABLE R406.2. SEC R406.3 ITEM 2 AND ACHIEVE 6.0 ENERGY CREDITS ENERGY CREDITSWINDOW & DOOR HEADER INSULATION PER TABLE R402.1.1. PROVIDE MINIMUM OF R-10 INSULATION AT ALL WINDOW AND DOOR HEADERS VENTILATION REQUIREMENTS 1. NEW CONSTRUCTION TO CONFROM TO THE REQUIREMENTS OF 2021 SRC & 2021 SEC. 2. EXHAUST DUCTS TO TERMINATE OUTSIDE THE BUILDING WITH BACKDRAFT DAMPERS. VENT DUCTS SHOWN THROUGH CEILING OR SOFFIT. 3. ALL FANS TO BE SWITCHED INTERMITTENTLY. 4. ENVIRONMENTAL AIR EXHAUST VENTS ON BUILDING EXTERIOR TO COMPLY WITH SMC 501.3.1 #3 CLEARANCE. SEE EXTERIOR ELEVATIONS WITH IDENTIFIED CLEARANCES. WHOLE HOUSE FAN 1. M1505.4.3 REQUIRES 60 CFM CONTINUOUS AIRFLOW RATE FOR A 3 BEDROOM HOME OF 2,501-3,000SF. THIS FAN SHALL BE CONNECTED TO A TIMER SET TO RUN THE FAN AT A FACTOR OF 50% OF EACH DAY IN 4-HOUR INCREMENTS THERFORE REQUIRING A FAN OF 120 CFM. 2. WHOLE-HOUSE FANS NOT TO EXCEED MAXIMUM SONE RATING OF 1.0. MINIMUM FAN CFM - M1505.4.4 KITCHEN 100 CFM INTERMITTENT BATHROOM 50 CFM INTERMITTENT TOILET 50 CFM INTERMITTENT MECHANICAL NOTES - RESIDENCE HEATING OPTIONS (2): HEAT PUMP WSEC EFFICIENT BUILDING ENVELOPE CREDIT (1.3)   ADVANCE FRAMING AND RAISED HEEL TRUSSES OR RAFTERS VERTICAL GLAZING U - 0.28 R-49 ADVANCED (U - 0.020) AS LISTED IN SECTION A102.2.1, CEILINGS BELOW A VENTED ATTIC   AND   R-49 VAULTED CEILINGS WITH FULL HEIGHT OF UNCOMPRESSED INSULATION EXTENDING OVER THE WALL TOP PLATE AT THE EAVES.   VENTILATION CREDIT (2.1)   AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2.1: COMPLIANCE BASED ON R402.4.1.1: INSTALLATION. THE COMPONENTS OF THE BUILDING THERMAL ENVELOPE AS LISTED IN TABLE R402.4.1.1 SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS AND THE CRITERIA LISTED IN TABLE R402.4.1.1, AS APPLICABLE TO THE METHOD OF CONSTRUCTION.     R402.4.1.2: REDUCE THE TESTED AIR LEAKAGE TO 3.0 AIR CHANGES PER HOUR MAXIMUM AT 50 PASCALS AND ALL WHOLE HOUSE VENTILATION REQUIREMENTS AS DETERMINED BY SECTION M1505.4 OF THE INTERNATIONAL RESIDENTIAL CODE SHALL BE MET WITH A HIGH EFFICIENCY FAN (MAXIMUM 0.35 WATTS/CFM), NOT INTERLOCKED WITH THE FURNACE FAN. VENTILATION SYSTEMS USING A FURNACE INCLUDING AN ECM MOTOR ARE ALLOWED, PROVIDED THAT THEY ARE CONTROLLED TO OPERATE AT LOW SPEED IN VENTILATION ONLY MODE.   M1505.4 INTEGRATED WHOLE-HOUSE VENTILATION SYSTEMS. INTEGRATED WHOLE- HOUSE VENTILATION SYSTEMS SHALL PROVIDE OUTDOOR AIR AT THE RATE CALCULATED USING SECTION M1505.4.3.1.   HIGH EFFICIENCY HVAC EQUIPMENT CREDIT (3.5.1):   AIR-SOURCE, CENTRALLY DUCTED HEAT PUMP WITH MINIMUM HSPF OF 11.0. EFFICIENT WATER HEATING CREDIT (5.5)   WATER HEATING SYSTEM SHALL INCLUDE ONE OF THE FOLLOWING: ELECTRIC HEAT PUMP WATER HEATER MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION OR FOR R-2 OCCUPANCY, ELECTRIC HEAT PUMP WATER HEATER(S), MEETING THE STANDARDS FOR TIER III OF NEEA'S ADVANCED WATER HEATING SPECIFICATION, SHALL SUPPLY DOMESTIC HOT WATER TO ALL UNITS. IF ONE WATER HEATER IS SERVING MORE THAN ONE DWELLING UNIT, ALL HOT WATER SUPPLY AND RECIRCULATION PIPING SHALL BE INSULATED WITH R-8 MINIMUM PIPE INSULATION.  APPLIANCE PACKAGE CREDIT (7.1):   ALL OF THE FOLLOWING APPLIANCES SHALL BE NEW AND INSTALLED IN THE DWELLING UNIT AND SHALL MEET THE FOLLOWING STANDARDS:   DISHWASHER - ENERGY STAR RATED BOSCH - 800 SERIES 24 IN. STAINLESS STEEL TOP CONTROL TALL TUB DISHWASHER WITH STAINLESS STEEL TUB, CRYSTAL DRY, 42DBA   REFRIGERATOR (IF PROVIDED) - ENERGY STAR RATED JENNAIR - 36 INCH WIDE 20.9 CU. FT. ENERGY STAR RATED BUILT-IN RIGHT SWING REFRIGERATOR   WASHING MACHINE - ENERGY STAR RATED WHIRLPOOL - 4.5 CU. FT. HIGH EFFICIENCY WHITE FRONT LOAD WASHING MACHINE WITH STEAM AND LOAD AND GO DISPENSER.   DRYER - ENERGY STAR RATED, VENTLESS DRYER WITH MIN. CEF RATING OF 5.2 WHIRLPOOL - 7.4 CU. FT. 240 VOLT STACKABLE WHITE ELECTRIC VENTLESS DRYER WITH INTUITIVE TOUCH CONTROLS, ENERGY STAR   INTEGRATED FORCED-AIR VENTILATION SYSTEMS SHALL DISTRIBUTE OUTDOOR AIR TO EACH HABITABLE SPACE THROUGH THE FORCED-AIR SYSTEM DUCTS. INTEGRATED FORCED-AIR VENTILATION SYSTEMS SHALL HAVE AN OUTDOOR AIR INLET DUCT CONNECTING A TERMINAL ELEMENT ON THE OUTSIDE OF THE BUILDING TO THE RETURN AIR PLENUM OF THE FORCED-AIR SYSTEM, AT A POINT WITHIN 4 FEET 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 INTO 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 M1505.4.2. THE REQUIRED FLOW RATE SHALL BE VERIFIED BY FIELD TESTING WITH A FLOW HOOD OR A FLOW MEASURING STATION.   M1601.4.6 VENTILATION DUCT INSULATION. ALL SUPPLY DUCTS IN THE CONDITIONED SPACE SHALL BE INSULATED TO A MINIMUM OF R-8. M1602.2 RETURN AIR OPENINGS. OPENINGS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. OUTDOOR RETURN AIR OPENINGS SHALL BE LOCATED SO AS NOT TO TAKE AIR FROM THE FOLLOWING AREAS:   CLOSER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3 FEET ABOVE THE OUTDOOR RETURN AIR OPENINGS.   WHERE IT WILL PICK UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS.   A HAZARDOUS OR UNSANITARY LOCATION.   A ROOM OR SPACE HAVING ANY FUEL-BURNING APPLIANCES THEREIN.   CLOSER THAN 10 FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FEET ABOVE THE RETURN AIR OPENING.   ATTIC, CRAWL SPACES, OR GARAGES.  DN Re f r i g e r a t o r Refrigerator N 167TH ST NE PARKING PROPERTY LINE UNIT 112 UNIT 113 90' - 11 1/2" 78' - 2"73' - 6 1/4" 96' - 1 1/2" 5' - 0" 20 ' - 0" 5' - 0" 17 ' - 1 1 / 2 " 13' - 11 1/2" 7' - 6 3/4" 18' - 5 1/2" 12' - 7" 41 ' - 0 " 9' - 5 3 / 4 " 41' - 9 1/4"WALKWAY NEW TREES NEW TREES NEW TREES NEW TREES 40 ' - 5 " 32' - 3" PARKING AND DRIVE WAYS PARKING AND DRIVE WAYS 18 ' - 3" 28' - 0 3/4" 17 ' - 2 " SIDE YARD SETBACK REAR SETBACK REAR SETBACK SIDE YARD SETBACK 20' - 0" EXISTING FOUNDATION LOCATION IS NON COMPLIANT W/ BACK YARD SET BACK EXISTING FOUNDATION LOCATION IS NON COMPLIANT W/ BACK YARD SET BACK, NEW HOME IN SAME POSITION Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 1" = 10'-0" 9/ 1 4 / 2 0 2 4 8 : 2 4 : 0 7 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t SITE AND ZONING XXXXXX Author Z001 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K FI R E W A L L 1 Date 1 Revision 1 SITE PLAN NOTES: • THE NEW ROOF GUTTER SHALL BE CONNECTED TO EXISTING ROOF GUTTER LINES • ALL CONSTRUCTION ACTIVITIES SHALL BE LOCTATED OUTSIDE OF THE DRIPLINE OF TREES IDENTIFIED FOR RETENTION. NO GRADING IS PERMITTED IN TREE DRIPLINES AND TREE PROTECTION BARRIERS SHALL BE INSTALLED 5 FEET BEYOND THE DRIIP LINE OF SIGNITICANT TREES TO BE PROTECTED PRIOR TO ANY LAND DISTURBANCE. LOT COVERAGE: 45% MAX TOTAL LOT AREA A (UNIT 112): 4648 SQUARE FEET • BUILDING(S): 1. L1: 884 SF 2. L2: 817 SF 3. GARAGE: 375 SF TOTAL FLOOR AREA: 2076 SQUARE FEET FLOOR AREA = .44% = COMPLIES TOTAL IMPERVIOUS: 2,546 SF TOTAL LOT AREA B (UNIT 113): 4681 SQUARE FEET • BUILDING(S): 1. L1: 897 SF 2. L2: 900 SF 3. GARAGE: 358 SF TOTAL FLOOR AREA: 2,151 SQUARE FEET FLOOR AREA = .45% TOTAL IMPERVIOUS: 2,620 SF FAR CALCULATIONS LOT A: • 2075 SF/ 4648 SF = 0.44 F.A.R FAR CALCULATIONS LOT A: • 2111 SF/ 4681 SF = 0.45 F.A.R SETBACKS: • FRONT YARD: 20' COMPLIES • REAR YARD: 20' COMPLIES • SIDE YARD: 5' MIN -15' TOTAL COMPLIES A. EXISTING EXTERIOR AND FOUNDATION WALLS AND CONCRETE FOOTINGS TO REMAIN. EXISTING BASEMENT SLAB, TO REMAIN. B. REMOVE FROM SITE AND LEGALLY DISPOSE OF ALL DEBRIS, RUBBISH AND OTHER MATERIALS RESULTING FROM DEMOLITION AND CONSTRUCTION OPERATIONS. C. CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY EXISTING UTILITIES NOT INDICATED ON DEMO/CONSTRUCTION PLANS THAT MAY INTERFERE WITH THE COMPLETION OF PROPOSED WORK. TO BE REMOVED EXISTING TO REMAIN 1'-10"1'-4"5'-6"1'-4"16'-0"1'-4"1'-4" 28'-8" 1' - 3 " 1' - 4 " 13 ' - 2 " 2' - 8 " 1' - 5 " 1' - 4 " 5' - 1 1 " 1' - 4 " 9" 29 ' - 2 " 5'-5" 13 ' - 8 " 9"1'-4"7'-1"1'-4"2'-0" 1'-8"16'-4"4'-3"16'-0"1'-0" 39'-3" 20 ' - 4 " 5' - 6 " 8" 1' - 4 " 6' - 2 " 1' - 4 " 1' - 1 0 " 2' - 8 " 6' - 2 " 1' - 4 " 9" 22 ' - 3 " 8"1'-4"18'-8"1'-4"6'-0"1'-4"1'-3" 30'-7" 7' - 8 " 10 ' - 3 " 1' - 4 " 6' - 8 " 1' - 4 " 6" 27 ' - 9 " 3 1/2" 11"1'-4"6'-5" 8'-8" 12 ' - 8 " 1' - 4 " 5' - 4 " 1' - 4 " 1' - 4 " 22 ' - 0 " 12'-6" 9'-2" 21'-8 1/2" 1' - 6 " 7' - 6 " 9' - 0 " 2"12'-6"6'-9" 14 ' - 2 " 5'-8" 2' - 4 " 13'-7"20'-0"1' - 0 1 / 2 " 21 ' - 7 1 / 2 " Sill H=1' - 4"Sill H=1' - 4"Sill H=1' - 4" Si l l H = 1 ' - 4 " Si l l H = 1 ' - 4 " Si l l H = 1 ' - 4 " Si l l H = 1 ' - 4 " Si l l H = 1 ' - 4 " Sill H=1' - 4" Si l l H = 1 ' - 4 " Si l l H = 1 ' - 4 " Sill H=1' - 4"Sill H=1' - 4"Sill H=1' - 4" Si l l H = 1 ' - 4 " Si l l H = 1 ' - 4 " Si l l H = 1 ' - 4 " Sill H=1' - 4"Sill H=1' - 4" Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 1/4" = 1'-0" 9/ 1 4 / 2 0 2 4 8 : 2 4 : 0 9 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t EXISTING / DEMO PLAN XXXXXX Author A000 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K DEMOLITION GENERAL NOTES DEMOLITION KEYNOTES CD CARBON MONOXIDE DETECTOR EF EXHAUST FAN EW EGRESS WINDOW SD SMOKE DETECTOR WHF WHOLE HOUSE FAN 1/4" = 1'-0"1 EXISTING FOOTPRINT Dr y e r Wa s h e r DN Re f r i g e r a t o r Refrigerator DN DN DN DN 1. ALL DIMENSIONS ARE FROM FACE OF STUD OF NEW WALLS AND FINISHED SURFACE OF EXISTING WALLS UNLESS OTHERWISE NOTED. 2. TYPICAL INTERIOR PARTITION IS 2x4 STUD @ 16" O.C. WITH ONE LAYER OF 1/2" GYP BOARD ON EACH SIDE, EXCEPT WHERE NOTED ON PLANS. USE 2x6 STUDS AT PLUMBING WALLS. 3. 50 CFM EXHAUST FAN AT ALL NEW BATHROOMS 4. CONTRACTOR WILL APPLY FOR PLUMBING, MECHANICAL, ELECTRICAL PERMITS SEPARATLY. 5. WHOLE HOUSE FAN SHALL BE LOCATED/ASSOCIATED WITH THE MAIN FLOOR LAUNDRY FAN (CONTRACTOR TO VERIFY). THIS FAN TO BE EQUIPPED WITH CONTROLS CAPABLE OF MANUAL AND AUTOMATIC OPERTION, SUCH AS A CLOCK TIMER AND SHALL BE DESIGNED TO RUN CONTINUOUSLY PER SRC M1507.3.3 3.1 IN NEW MASTER BATH AND W.C ON MAIN FLOOR, INSTALL PANASONIC WHISPERQUIET FAN SIZED PER SPACE (75 CFM, 1.0 SONES OR BETTER) FANS SHALL TERMINATE HORIZONTALLY TO THE EXTERIOR OF THE HOUSE. 3.2 NEW KITCHEN HOOD TO BE SELECTED-MIN 100 CFM, 1.5 SONES OR BETTER, FANS SHALL TERMINATE HORIZONTALLY OR VERTICALLY TO THE EXTERIOR OF THE HOUSE. 6. DOOR JAMBS SHALL BE 3 1/2" TYPICAL UNLESS OTHERWISE NOTES 7. CONTRACTOR TO VERIFY TO INSPECTOR PRIOR TO FINAL DEMO INSPECTION, LOCATION, AND CONFIRMATION OF NON-STRUCTURAL DEMOED WALLS. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY BACK-UP. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. SMOKE ALARMS SHALL BE INTERCONNECTED AND COMPLY WITH HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. CONTRACTOR TO PULL FIRE ALARM PERMIT FOR APPROPRIATE FIRE ALARM SYSTEM INSTALLER. 9. KITCHEN EXHAUST FAN TO BE A MINIMUM OF 100 CFM 10. BATHROOM EXHAUST FAN TO BE A MINIMUM OF 50 CFM 11. ALL OUTLETS SHOWN ARE CONVENINECE OUTLETS AND DO NOT NEGATE CODE REQUIRED OUTLETS TO BE PLACED PER ELECTRICAL CODE. NEW CONSTRUCTION EXISTING TO REMAIN A200 1 A2012 A201 1 A200 2 KITCHEN BA T H 2 BED 3 LIVING & DINING GARAGE FOYER W.I.C KITCHEN AND LIVING FI R E P L A C E FI R E P L A C E PA N T R Y GUEST BED POWDER GARAGE FOYER PORCH PORCH DASHED REDLINE EXISITING FOOTPRINT AT SITE UNIT 112 UNIT 113 1 A300. 4' - 5 " FIREPLACE 3' - 7 1/4"6' - 10"9' - 2"9' - 3 1/2"2' - 8 3/4" 3' - 1 1 / 4 " 7' - 6 " 19 ' - 4 3 / 4 " 6' - 0 " 5' - 0 " 6' - 9 1 / 2 " 2' - 8 1 / 4 " 10' - 6 3/4"9' - 0"7' - 6" 14' - 10" 12 ' - 2 " 30 ' - 0 " 15' - 4 1/2" 6' - 5 1/4" 8' - 0 1/4" 6' - 3 1 / 4 " 11' - 0 1/2" 19' - 6 1/2" 19 ' - 2 " 19' - 0" 19 ' - 2 " 31' - 8" 27' - 0 3/4" 51 ' - 1 1 " 10' - 9 1/4" 11 ' - 0 " 12' - 0 1/2" 6' - 0 " 5' - 3" 6' - 1 " 5' - 1 1/2" 7' - 7 1 / 4 " 18 ' - 6 " 69' - 10" A B C D E F G H I 7 6 5 4 3 2 1 DECK ABOVE DECK ABOVE DECK EF CD SD EW CD EF CD EF SD EW WHF EF EF W2 74 70" W2 W2 W2 W2 D3 36" W1 W1 D2 36" D3 32" W2 D7 94" D4 72" D3 32" D3 32" D4 60"W1W1 D3 36" D2 30" W2 D7 94" D2 30" D2 30" 2 A300. 1 A301 2 A301 1 A302 2 A302 3 A302 3' - 0" 1' - 8 1/2"8' - 1"8' - 1"1' - 8"1' - 5"8' - 1"8' - 1"1' - 5" D15 60" D14 72" 3' - 0" 1' - 9" 2' - 0"3' - 6"4' - 4 3/4" 3' - 10 3/4" EQ EQ EQ PA N T R Y C A B I N E T S MU D R O O M MU D R O O M 4' - 0 " 10 ' - 3 " 4' - 3 1 / 4 " D16 60" 3' - 6"6' - 0 1/2"1' - 6" 2' - 10"4' - 1 1/4"4' - 2"1' - 6" 4' - 7 " 7' - 0 " 9' - 9 " 6' - 1 " 8' - 7 " 6' - 4 1 / 2 " 6' - 0 " 3' - 6 " 2' - 0 " EQ EQ 3' - 6"3' - 7"2' - 0" W2 1' - 10 1/2" 6' - 0 " 3' - 0 3/4" 6' - 0 " 20' - 7"20' - 1" 5' - 0 " 5' - 1 1 1 / 2 " 10 ' - 1 1 1 / 2 " 12' - 7 1/4" 11' - 0 1/2" 3' - 0" 3' - 0 3/4" 3' - 6 " 2' - 0"2' - 0" 3' - 8 1 / 2 " 6' - 0 " 3' - 0 " 3' - 8" W2W2 LOW SHELVING EQ EQ 2' - 0 " 8' - 4" 6' - 0" BUILT INS HOSE BIB GAS STUB HOSE BIB GAS STUB 3' - 6 " STORAGE LOFT OVER GARAGESTORAGE LOFT OVER GARAGE ATTIC HATCH ABOVE ATTIC HATCH ABOVE CRAWL SPACE ACCESS CRAWL SPACE ACCESS Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 1/4" = 1'-0" 9/ 1 4 / 2 0 2 4 8 : 2 4 : 1 1 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t MAIN LEVEL PLAN XXXXXX Author A100 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K FLOOR PLAN GENERAL NOTES FLOOR PLAN KEYNOTES CD CARBON MONOXIDE DETECTOR EF EXHAUST FAN EW EGRESS WINDOW SD SMOKE DETECTOR WH F WHOLE HOUSE FAN 1/4" = 1'-0"1 MAIN LEVEL PROPOSED 1. ALL DIMENSIONS ARE FROM FACE OF STUD OF NEW WALLS AND FINISHED SURFACE OF EXISTING WALLS UNLESS OTHERWISE NOTED. 2. TYPICAL INTERIOR PARTITION IS 2x4 STUD @ 16" O.C. WITH ONE LAYER OF 1/2" GYP BOARD ON EACH SIDE, EXCEPT WHERE NOTED ON PLANS. USE 2x6 STUDS AT PLUMBING WALLS. 3. 50 CFM EXHAUST FAN AT ALL NEW BATHROOMS 4. CONTRACTOR WILL APPLY FOR PLUMBING, MECHANICAL, ELECTRICAL PERMITS SEPARATLY. 5. WHOLE HOUSE FAN SHALL BE LOCATED/ASSOCIATED WITH THE MAIN FLOOR LAUNDRY FAN (CONTRACTOR TO VERIFY). THIS FAN TO BE EQUIPPED WITH CONTROLS CAPABLE OF MANUAL AND AUTOMATIC OPERTION, SUCH AS A CLOCK TIMER AND SHALL BE DESIGNED TO RUN CONTINUOUSLY PER SRC M1507.3.3 3.1 IN NEW MASTER BATH AND W.C ON MAIN FLOOR, INSTALL PANASONIC WHISPERQUIET FAN SIZED PER SPACE (75 CFM, 1.0 SONES OR BETTER) FANS SHALL TERMINATE HORIZONTALLY TO THE EXTERIOR OF THE HOUSE. 3.2 NEW KITCHEN HOOD TO BE SELECTED-MIN 100 CFM, 1.5 SONES OR BETTER, FANS SHALL TERMINATE HORIZONTALLY OR VERTICALLY TO THE EXTERIOR OF THE HOUSE. 6. DOOR JAMBS SHALL BE 3 1/2" TYPICAL UNLESS OTHERWISE NOTES 7. CONTRACTOR TO VERIFY TO INSPECTOR PRIOR TO FINAL DEMO INSPECTION, LOCATION, AND CONFIRMATION OF NON-STRUCTURAL DEMOED WALLS. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY BACK-UP. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. SMOKE ALARMS SHALL BE INTERCONNECTED AND COMPLY WITH HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. CONTRACTOR TO PULL FIRE ALARM PERMIT FOR APPROPRIATE FIRE ALARM SYSTEM INSTALLER. 9. KITCHEN EXHAUST FAN TO BE A MINIMUM OF 100 CFM 10. BATHROOM EXHAUST FAN TO BE A MINIMUM OF 50 CFM 11. ALL OUTLETS SHOWN ARE CONVENINECE OUTLETS AND DO NOT NEGATE CODE REQUIRED OUTLETS TO BE PLACED PER ELECTRICAL CODE. NEW CONSTRUCTION EXISTING TO REMAIN A200 1 A2012 A201 1 A200 2 OFFICE BEDROOM 2 PRIMARY BED BEDROOM 2 PRIMARY BED 1 A300. FI R E P L A C E 10' - 1" 12 ' - 2 " 7' - 2 1/2"2' - 0"11' - 0" 5' - 10"10' - 3"5' - 2 3/4"8' - 7"2' - 3 1/4"10' - 7 1/2"6' - 3 1/2"9' - 0"6' - 0"5' - 9" 2' - 9 1 / 4 " 6' - 0 3 / 4 " 9' - 8 " 7' - 0 " 4' - 6 " 30 ' - 0 " 2' - 1"5' - 0 1/2"5' - 4 1/4"36' - 4"3' - 11"3' - 3"5' - 7"2' - 9" 17 ' - 1 1 " 4' - 5 " 8' - 0 " 3' - 4 3 / 4 " 5' - 0 " 10' - 1"3' - 6"11' - 5 1/4" 4' - 10" 9' - 7 1 / 4 " 10' - 10 1/2" 5' - 5" 3' - 0 " 8' - 6 3 / 4 " 9' - 2 3/4" 5' - 0" 8' - 6 3 / 4 " 11 ' - 0 " 7' - 1 0 3 / 4 " 4' - 0" 5' - 0" 2' - 1 0 " 13' - 6 3/4" 13 ' - 0 " 25' - 11 1/2" 14' - 2 1/4" 4' - 1 3 / 4 " 14' - 9 1/2" 4' - 3 1 / 2 " A B C D E F G H I 7 6 5 4 3 2 1 2 A300. 1 A301 2 A301 2 A302 OFFICE GARAGE BELOW PORCH BELOW DECK BELOW LAUNDRY CLOSET W4 W2 W2 D5 70" W2 W2 D5 70"W2 W2 W2 W2 D2 30" D2 30" D3 32"D4 60" D4 72" W2 D4 60" W2W2 W2 W2 D3 32" D3 32" D2 30" D2 30" D3 36"W3 D3 36" D3 30" W2W2 D3 32" CD EF SD EW SD SD EF EW EW EW EW EF EF SD SD SD CD PORCH BELOW 10' - 6" D8 32" 3' - 0" 10' - 6" W2 3' - 5" 3' - 6" 3' - 0 " 3' - 6 " EF W4 W4 EQ EQ EQ EQ EQ EQ 4' - 6 " 5' - 0 " 2' - 10 1/2" D9 30" 3' - 0 " FI R E P L A C E SHELVING 2' - 3 3 / 4 " 5' - 6 " 3' - 0 " 1' - 4 1 / 4 " BUILT INS PRIMARY BATH BATH 3 1' - 0" 8' - 0" 3' - 9 1 / 4 " EF 9' - 7 1 / 4 " 1' - 9" 1' - 0 " 5' - 9 1 / 4 " 4' - 7 1/2"EQ EQ 4' - 6 " DS DSDS DS WHF 10' - 11 1/2"2' - 0"13' - 0" 4" WIC PRIMARY BATH WICWIC WIC 7' - 9 3 / 4 " 4' - 0 " Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 1/4" = 1'-0" 9/ 1 4 / 2 0 2 4 8 : 2 4 : 1 2 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t UPPER LEVEL PLAN XXXXXX Author A101 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K FLOOR PLAN GENERAL NOTES FLOOR PLAN KEYNOTES CD CARBON MONOXIDE DETECTOR EF EXHAUST FAN EW EGRESS WINDOW SD SMOKE DETECTOR WH F WHOLE HOUSE FAN 1/4" = 1'-0"1 UPPER LEVEL PROPOSED DN Re f r i g e r a t o r Refrigerator 1. ALL DIMENSIONS ARE FROM FACE OF STUD OF NEW WALLS AND FINISHED SURFACE OF EXISTING WALLS UNLESS OTHERWISE NOTED. 2. TYPICAL INTERIOR PARTITION IS 2x4 STUD @ 16" O.C. WITH ONE LAYER OF 1/2" GYP BOARD ON EACH SIDE, EXCEPT WHERE NOTED ON PLANS. USE 2x6 STUDS AT PLUMBING WALLS. 3. 50 CFM EXHAUST FAN AT ALL NEW BATHROOMS 4. CONTRACTOR WILL APPLY FOR PLUMBING, MECHANICAL, ELECTRICAL PERMITS SEPARATLY. 5. WHOLE HOUSE FAN SHALL BE LOCATED/ASSOCIATED WITH THE MAIN FLOOR LAUNDRY FAN (CONTRACTOR TO VERIFY). THIS FAN TO BE EQUIPPED WITH CONTROLS CAPABLE OF MANUAL AND AUTOMATIC OPERTION, SUCH AS A CLOCK TIMER AND SHALL BE DESIGNED TO RUN CONTINUOUSLY PER SRC M1507.3.3 3.1 IN NEW MASTER BATH AND W.C ON MAIN FLOOR, INSTALL PANASONIC WHISPERQUIET FAN SIZED PER SPACE (75 CFM, 1.0 SONES OR BETTER) FANS SHALL TERMINATE HORIZONTALLY TO THE EXTERIOR OF THE HOUSE. 3.2 NEW KITCHEN HOOD TO BE SELECTED-MIN 100 CFM, 1.5 SONES OR BETTER, FANS SHALL TERMINATE HORIZONTALLY OR VERTICALLY TO THE EXTERIOR OF THE HOUSE. 6. DOOR JAMBS SHALL BE 3 1/2" TYPICAL UNLESS OTHERWISE NOTES 7. CONTRACTOR TO VERIFY TO INSPECTOR PRIOR TO FINAL DEMO INSPECTION, LOCATION, AND CONFIRMATION OF NON-STRUCTURAL DEMOED WALLS. 8. ALARMS SHALL RECEIVE THEIR PRIMARY POWER FROM THE BUILDING WIRING WITH BATTERY BACK-UP. WIRING SHALL BE PERMANENT AND WITHOUT A DISCONNECTING SWITCH OTHER THAN THOSE REQUIRED FOR OVERCURRENT PROTECTION. SMOKE ALARMS SHALL BE INTERCONNECTED AND COMPLY WITH HOUSEHOLD FIRE WARNING EQUIPMENT PROVISIONS OF NFPA 72. CONTRACTOR TO PULL FIRE ALARM PERMIT FOR APPROPRIATE FIRE ALARM SYSTEM INSTALLER. 9. KITCHEN EXHAUST FAN TO BE A MINIMUM OF 100 CFM 10. BATHROOM EXHAUST FAN TO BE A MINIMUM OF 50 CFM 11. ALL OUTLETS SHOWN ARE CONVENINECE OUTLETS AND DO NOT NEGATE CODE REQUIRED OUTLETS TO BE PLACED PER ELECTRICAL CODE. NEW CONSTRUCTION EXISTING TO REMAIN 1 A300. UNIT 112 UNIT 113 3 7 / 8 " / 1 ' - 0 " 3 7 / 8 " / 1 ' - 0 " 5 5/8" / 1'-0" 5 5/8" / 1'-0" 7" / 1'-0"7" / 1'-0" 33 ' - 0 " 18 ' - 4 1 / 2 " 14 ' - 7 1 / 2 " 5' - 8 1/2"5' - 8 1/2" 31 ' - 6 " 9' - 6 1 / 4 " 21' - 6 1/4"21' - 6 1/4" 19 ' - 8 1 / 2 " 43' - 0 1/2" 34' - 4 3/4"8' - 10 1/2"29' - 6 3/4" 12 ' - 1 " A B C D E F G H I 7 6 5 4 3 2 1 2 A300. 1 A301 2 A301 1 A302 2 A302 3 A302 4" / 1'-0"4" / 1'-0" 4" / 1'-0" 6" / 1'-0"6" / 1'-0"METAL ROOF METAL ROOF METAL ROOF METAL ROOF ASPHALT SHINGLES 1' - 6" 1' - 6 " 1' - 6" 1' - 6 " 1' - 6 " 1' - 6 " 1' - 6" 4" / 1'-0" OPEN TO BELOW 33 ' - 0 " 52' - 8 3/4"20' - 1 1/4" 36 ' - 9 " 14' - 2 1/2" 15' - 9 3/4" 10' - 0 3/4" 13' - 7 1/4" Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION - NOT FOR CONSTRUCTION CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 1/4" = 1'-0" 9/ 1 4 / 2 0 2 4 8 : 2 4 : 1 4 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t ROOF PLAN XXXXXX Author A102 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K FLOOR PLAN GENERAL NOTES FLOOR PLAN KEYNOTES CD CARBON MONOXIDE DETECTOR EF EXHAUST FAN EW EGRESS WINDOW SD SMOKE DETECTOR WH F WHOLE HOUSE FAN 1/4" = 1'-0"1 ROOF PLAN PROPOSED MAIN LEVEL 0' -0" MAIN LEVEL 0' -0" UPPER LEVEL 10' -6" UPPER LEVEL 10' -6" ROOF 19' -6" ROOF 19' -6" A B C D E F G H I 7' - 1 " 9' - 0 " 10 ' - 6 " 26 ' - 7 " 2 A300. 1 A301 GARAGE LEVEL -2' -6" GARAGE LEVEL -2' -6" W2 W2 W2 D3 36" W1W1 W1 D4 60" W1 W2W2W2 GARAGE ON SLAB GRADE FOUNDATION CEDAR PLANKS HORIZONTAL HARDIE LAP SIDING THIN BRICK VEENER ASHPHALT SHINGLES ON ROOF WALL SCONCE GUTTER ASHPHALT SHINGLES ON ROOF 7" 1'-0" WALL SCONCE THIN BRICK VEENER HORIZONTAL HARDIE LAP SIDING WALL SCONCE BOARD AND BATTON 5 5/8" 1'-0" 5 5/8" 1'-0" CEDAR PLANKS HORIZONTAL HARDIE LAP SIDING THIN BRICK VEENER ASHPHALT SHINGLES ON ROOF WALL SCONCE GUTTER ASHPHALT SHINGLES ON ROOF HORIZONTAL HARDIE LAP SIDING 6" 1'-0" 6" 1'-0" GUTTER BOARD AND BATTON CRAWL SPACE 2' - 6 " 23 ' - 0 " 15 ' - 6 " 15 ' - 6 " 9' - 1 " 16' - 2"16' - 2"9' - 1 " MAIN LEVEL 0' -0" MAIN LEVEL 0' -0" UPPER LEVEL 10' -6" UPPER LEVEL 10' -6" ROOF 19' -6" ROOF 19' -6" 1 A300. 7 6 5 4 3 2 1 20 ' - 6 " 9' - 0 " 10 ' - 6 " 2 A301 1 A302 2 A302 3 A302 GARAGE LEVEL -2' -6"GARAGE LEVEL -2' -6" HORIZONTAL HARDIE LAP SIDING ASHPHALT SHINGLES ON ROOF GUTTER RAILING DECK HORIZONTAL HARDIE LAP SIDING 3 7/8" 1'-0" 3 7/8" 1'-0" ASHPHALT SHINGLES ON ROOF VERTICAL HARDI PLANKS THIN BRICK VEENER ASHPHALT SHINGLES ON ROOF THIN BRICK VEENER W2 W2 W2 W2W2 METAL ROOFING AT ENTRIES METAL STANDING SEAM ROOF W2 W2 Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 1/4" = 1'-0" 9/ 1 4 / 2 0 2 4 8 : 2 4 : 2 4 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t BUILDING ELEVATION XXXXXX Author A200 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K 1/4" = 1'-0"1 FRONT ELEVATION 1/4" = 1'-0"2 LEFT ELEVATION Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 9/ 1 4 / 2 0 2 4 8 : 2 4 : 3 3 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t CONCEPTUAL 3D XXXXXX Author A300 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K 1 CONCEPTUAL MASSING MAIN LEVEL 0' -0" MAIN LEVEL 0' -0" UPPER LEVEL 10' -6" UPPER LEVEL 10' -6" ROOF 19' -6" ROOF 19' -6" 9' - 0 " 10 ' - 0 " A B C D E F G H I 2 A300. 1 A301 GARAGE LEVEL -2' -6" GARAGE LEVEL -2' -6" CRAWL SPACE CRAWL SPACE 74 70" W2 W2 W2 W2W2 W4 W2 D5 70" D5 70" D7 94" W2 LIVING AND DINNING BEDROOM BEDROOM 3BEDROOM 2 DECK AREA KITCHEN AND LIVING BEDROOM 1 MAIN LEVEL 0' -0" MAIN LEVEL 0' -0" UPPER LEVEL 10' -6" UPPER LEVEL 10' -6" ROOF 19' -6" ROOF 19' -6" 1 A300. 7 6 5 4 3 2 1 2 A301 1 A302 GARAGE LEVEL -2' -6" GARAGE LEVEL -2' -6" CRAWL SPACE BEDROOM 3 BEDROOM LAUNDRY WALK IN CLOSET HALLWAYDECK 10 ' - 0 " CRAWL SPACE GARAGE-SLAB ON GRADE FOUNDATION 15 ' - 6 3 / 4 " D2 30" 2' - 6 " 29 ' - 1 " TRUSS SYSTEM SEE ENGINEERING Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 1/4" = 1'-0" 9/ 1 4 / 2 0 2 4 8 : 2 4 : 3 5 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t BUILDING SECTIONS XXXXXX Author A300. KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K 1/4" = 1'-0"1 SECTION A 1/4" = 1'-0"2 SECTION B MAIN LEVEL 0' -0" MAIN LEVEL 0' -0" UPPER LEVEL 10' -6" UPPER LEVEL 10' -6" ROOF 19' -6" ROOF 19' -6" 1 A300. 7 6 5 4 3 2 1 2 A301 1 A302 GARAGE LEVEL -2' -6" GARAGE LEVEL -2' -6" D7 94" W4 D3 32" OFFICE HALLWAY GUEST BEDROOM 10 ' - 0 " 18 ' - 1 0 1 / 2 " GARAGE-SLAB ON GRADE FOUNDATION 2' - 0 " CRAWL SPACE ASHPHALT SHINGLES ON ROOF GUTTER RAILING DECK HORIZONTAL HARDIE LAP SIDING 9' - 0 " MAIN LEVEL 0' -0" MAIN LEVEL 0' -0" UPPER LEVEL 10' -6" UPPER LEVEL 10' -6" ROOF 19' -6" ROOF 19' -6" A B C D E F G H I 2 A300. 1 A301 GARAGE LEVEL -2' -6" GARAGE LEVEL -2' -6" CRAWL SPACE CRAWL SPACE CRAWL SPACE D4 60"D3 32" D2 30" PANTRYHALLWAYTOILETGUEST BEDROOMMASTER BATHPOWDER ROOM KITCHEN MASTER BATHHALLWAYBATHROOM 2' - 6 " 2' - 0 " 10 ' - 0 " 10 ' - 0 " 9' - 0 " TRUSS SYSTEM SEE ENGINEERING FIREWALL CONTINUOUS FROM FOUNDATION TO ROOF Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 1/4" = 1'-0" 9/ 1 4 / 2 0 2 4 8 : 2 4 : 3 6 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t BUILDING SECTIONS XXXXXX Author A301 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K 1/4" = 1'-0"1 SECTION C 1/4" = 1'-0"2 SECTION D MAIN LEVEL 0' -0" MAIN LEVEL 0' -0" UPPER LEVEL 10' -6" UPPER LEVEL 10' -6" ROOF 19' -6" ROOF 19' -6" A B C D E F G H 2 A300. 1 A301 GARAGE LEVEL -2' -6" GARAGE LEVEL -2' -6" 2' - 6 " GARAGE-SLAB ON GRADE FOUNDATION GARAGE-SLAB ON GRADE FOUNDATION FRONT PORCHFRONT PORCH RAFTER AND BEAM SYSTEM FOR STORAGE MAIN LEVEL 0' -0" MAIN LEVEL 0' -0" UPPER LEVEL 10' -6" UPPER LEVEL 10' -6" ROOF 19' -6" ROOF 19' -6" I GARAGE LEVEL -2' -6" GARAGE LEVEL -2' -6" 2' - 6 " CRAWL SPACE 2' - 7 3 / 4 " 9' - 0 " 10 ' - 6 " MAIN LEVEL 0' -0" MAIN LEVEL 0' -0" UPPER LEVEL 10' -6" UPPER LEVEL 10' -6" G GARAGE LEVEL -2' -6" GARAGE LEVEL -2' -6" GARAGE-SLAB ON GRADE FOUNDATION Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 1/4" = 1'-0" 9/ 1 4 / 2 0 2 4 8 : 2 4 : 3 7 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t BUILDING SECTIONS XXXXXX Author A302 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K 1/4" = 1'-0"1 SECTION E 1/4" = 1'-0"2 WALL SECTION 1 1/4" = 1'-0"3 WALL SECTION 2 Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 9/ 1 4 / 2 0 2 4 8 : 2 4 : 4 1 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t WALL,FLOOR,ROOF & FOUNDATION DETAILS XXXXXX Author A500 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 9/ 1 4 / 2 0 2 4 8 : 2 4 : 4 7 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t EXTERIOR ENVELOPE DETAILS XXXXXX Author A501 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 9/ 1 4 / 2 0 2 4 8 : 2 4 : 5 1 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t DETAILS XXXXXX Author A502 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K 12" 9" STEPS 1 & 2 WALL SHEATHING, TYP WINDOW OPENING, TYP TRIM AIR BARRIER PRESTRIP FLUSH AT JAMBS & SILL CONDITIONS MIN. 18 GAUGE G90 GALV. BACK ANGLE - COORDINATE LOCATION W/ BACKSET OF WINDOW 1 2 STEP 3 ENSURE POSITIVE SLOPE TO DRAIN AT SILL FULLY ADHERE SELF ADHERED MEMBRANE. SILL FLASHING O/ AIR BARRIER PRESTRIP. USE HAND ROLLER TO ACHIEVE OPTIMUM ADHESION 3 FOLD OVER SELF ADHERED MEMB - DO NOT CUT 1 INSTALL AIR BARRIER PRESTRIP AT SILL INSTALL METAL BACK ANGLE2 3 INSTALL AIR BARRIER PRESTRIP AT SILL STEP 4 SELF ADHERED MEMBRANE BUTTERFLY GUSSETS AS REQUIRED TO PROVIDE CLOSURE AT CORNERS 4 4 INSTALL FIELD-FABRICATED GUSSETS AT CORNERS STEP 5 5 5 INSTALL JAMB SELF ADHERED MEMBRANE. BOOT OVER SELF ADHERED MEMBRANE. AT SILL & GUSSET - LAP O/ & ADHERE TO JAMB CONDITION STEP 6 6 6 INSTALL AIR BARRIER PRESTRIP MEMBRANE AT JAMB - MAINTAIN POSITIVE 3" MIN. LAP O/ SELF-ADHERED MEMBRANE. AT SILL CONDITION, TAPE JOINTS WITH AIR BARRIER (MANUFACTURER PROPRIETARY 3" TAPE). 3" AIR BARRIER TAPE PER MANUFACTURER STEPS 7 & 8 7 7 INSTALL AIR BARRIER MEMBRANE AT WINDOW HEAD POSITIVELY LAPPING OVER AIR BARRIER MEMB AT JAMBS 3" AIR BARRIER TAPE PER MANUFACTURER 8 INSTALL CONTINUOUS BEAD OF SEALANT AT UPPER LEG OF METAL ANGLE. INSTALL SHIMS AT INTERVALS AS REQUIRED PER WINDOW MANUFACTURER. SHIMS TO BE HELD BACK FROM PLANE OF SEALANT JOINTS TO ALLOW FOR CONTINUOUS BACKER ROD. SET EXTRUSION OF WINDOW INTO CONTINUOUS CONTACT W/ SEALANT INTERVAL & COVERAGE OF SHIMS PER WINDOW MANUFACTURER 8 STEP 9 9 INSTALL NEW WINDOW UNIT - FASTEN PER MANUFACTURER. DO NOT FASTEN THROUGH BACK DAM. NOTE: PRIOR TO PLACEMENT OF WINDOW, PROVIDE 3/8" WEEP HOLES IN LOWER NAIL FIN 3" FROM JAMBS & AT EACH VERTICAL MULLION 9 STEP 10 10 INSTALL AIR BARRIER TAPE OVER FLASHING FLANGE OF WINDOW & SEAL TO AIR BARRIER PRESTRIP STEPS 11 & 12 INSTALL FLASHING (FINISH PER PLANS & ELEVATIONS) - SET FLASHING INTO CONT. BED OF SEALANT AT WINDOW. EXTEND END DAMS PAST JAMB CONDITION AS REQUIRED TO EXTEND BEYOND SEALANT JOINTS AT JAMBS (NOT SHOWN). 11 INSTALL SEALANT FOR AIR BARRIER CONTINUOUSLY ALONG AIR BARRIER PRESTRIP AT HEAD CONDITION. 12 10 11 12 COORDINATE DIMENSION OF LOWER FLASHING LEG W/ OPERATION OF WINDOW / DOOR FOLDED, UNBROKEN END DAM STEPS 13 & 14 INSTALL FIELD AIR BARRIER MEMBRANE POSITIVELY O/ METAL HEAD FLASHING 13 13 TUCK FIELD AIR BARRIER MEMB. AT SILL UNDER SILL CONDITION AIR BARRIER PRESTRIP. TAPE JOINTS. 1414 STEP 15 INSTALL FIELD AIR BARRIER MEMBRANE O/ AB PRESTRIP AT JAMBS - TAPE ALL JOINTS 15 NOTE: SILL MEMBRANE SHALL BE TEMPORARILY INSTALLED LOOSE TO ALLOW THE WRB TO BE INSTALLED UNDERNEATH THE SILL PRESTRIP MEMBRANE (STEP 14). 6" L A P M I N . 4" M I N . NOTE: ALL LAPS TO BE 3" MIN. AT ALL LOCATIONS AND TO ALL SUBSTRATES, TYPICAL. ALL MEMBRANE INSTALLATION TO BE WATERTIGHT. NOTE: APPLY PRIMER PRIOR TO ALL SELF-ADHERED MEMBRANES THROUGHOUT PRIOR TO INSTALLATION STRIP-IN HEAD FLASHING WITH SELF ADHERING MEMBRANE PRIOR TO AIR BARRIER INSTALLATION INTERIOR FLOOR SHEATHING EDGES FLUSH W/ FRAME OPENING WALL SHEATHING PER STRUCT. ALL SURFACES TO BE CLEAN AND PROPERLY PREPPED FOR FLASHING AND W.P. MATERIALS CUT & EXTEND AT JAMB SELF ADHESIVE FLEXIBLE FLASHING WRAP OVER SILL- CUT & EXTEND AT JAMB SELF ADHESIVE FLEXIBLE COUNTER FLASH 4" 3/4" FIELD VERIFY DOOR WIDTH & WIDTH OF SILL 3/4" 4" NOTES: JAMB MUST ACCOMODATE THICKNESS OF ALL FLASHING MATERIAL - VERIFY WITH MANUFACTURER. VERIFY DOOR INSTALLATION REQUIREMENTS WITH DOOR MANUFACTURER. COORDINATE PAN FLASHING WITH EXT. W.P. MEMBRANE. INSTALL DOOR PER TYPICAL FLASHING AND WINDOW/DOOR INSTALLATION DETAIL. STEP 1 STEP 2 STEP 3 STEP 4 STEP 5 DOOR INSTALLATION SEQUENCE WINDOW INSTALLATION SEQUENCE Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 1/2" = 1'-0" 9/ 1 4 / 2 0 2 4 8 : 2 4 : 5 2 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t WINDOW & DOOR INST. DETAILS XXXXXX Author A503 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K DOOR SCHEDULE NOTES • DOORS AND WINDOWS ARE TYPICALLY CENTERED IN WALL UNLESS DIMENSIONED OTHERWISE. • DOOR HINGE JAMB TO BE 4 1/2" FROM ADJACENT WALL UNLESS OTHERWISE NOTED. • DOOR AND WINDOW SIZES ARE NOMINAL, CONFIRM R.O. WITH MANUFACTURER. • ALL DOOR AND WINDOW HEADERS TO ALIGN AT HEADER LEVEL. • PROVIDE SAFETY GLAZING AT ALL LOCATIONS REQUIRED BY CODE (IRC R308.4) • ALL EXTERIOR FENESTRATION TO MEET REQUIREMENTS OF CURRENT WASHINGTON STATE ENERGY CODE (W.S.E.C.) AS INDICATED IN ENERGY WORKSHEET. GLAZING TYPE SCHEDULE: GL-1: TINTED GL-2: TEMPERED/ INSULATED GL-3: TEMPERED/FIRE RATED GL-4: TEMPERED DOOR AND WINDOW GENERAL NOTES 1. PROVIDE LOCKS 2. PROVIDE KICK PLATE 3. PROVIDE HOLD OPEN 4. PROVIDE PULL AND PUSH PLATE 5. INSULATED DOOR Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 1/4" = 1'-0" 9/ 1 4 / 2 0 2 4 8 : 2 4 : 5 3 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t DOOR TYPES & SCHEDULE XXXXXX Author A600 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K DOOR SCHEDULE - INTERIOR UNIT 112 NUMBER DOOR FRAME FIRE RATING HARDWARE GLAZING AREA NOTESWIDTH HEIGHT MATERIAL FINISH MATERIAL FINISH GROUP CLOSER D2 <varies> <varies> UNIT A D3 <varies> <varies> UNIT A D4 5' - 0" 7' - 0" UNIT A D5 5' - 10" 7' - 6" UNIT A Grand total: 12 DOOR SCHEDULE - INTERIOR UNIT 113 NUMBER DOOR FRAME FIRE RATING HARDWARE NOTESWIDTH HEIGHT MATERIAL FINISH MATERIAL FINISH GROUP CLOSER D3 2' - 6" 7' - 6" UNIT B D2 2' - 6" 6' - 8" UNIT B D2 2' - 6" 6' - 8" UNIT B D2 2' - 6" 6' - 8" UNIT B D3 2' - 8" 6' - 8" UNIT B D3 2' - 8" 6' - 8" UNIT B D3 2' - 8" 6' - 8" UNIT B D3 2' - 8" 6' - 8" UNIT B D3 3' - 0" 6' - 10" UNIT B D3 3' - 0" 7' - 6" UNIT B D4 5' - 0" 7' - 0" UNIT B D4 5' - 0" 6' - 8" UNIT B D5 5' - 10" 7' - 6" UNIT B D4 6' - 0" 6' - 7" UNIT B D4 6' - 0" 6' - 7" UNIT B D7 7' - 10" 7' - 6" UNIT B D7 7' - 10" 7' - 6" UNIT B Grand total: 17 EXTERIOR GLAZING PER 2021 WSEC: 1. TYP. WINDOW U FACTOR, UNO = .28 2. TYP. GLAZED DOOR U FACTOR, UNO = .28 3. TOTAL GLAZING AREA AS A PERCENTAGE OF GROSS FLOOR AREA: GROSS GLAZING AREA: GROSS FLOOR AREA: WINDOWS/DOORS - 740 SF TOTAL 3,055 SF 1,259 SF /4,528 SF = 24% GLAZING CONFORMANCE CALCULATION:GENERAL NOTES: A.) CONTRACTOR TO VERIFY ALL GLAZING SIZING, AND DOOR DIMENSIONS IN FIELD PRIOR TO ROUGH FRAMING & ORDERING OF GLAZING/WINDOW/DOOR MATERIALS. REVIEW SIZES AND ANY DISCREPANCIES W/ OWNER. B.) ALL GLAZING TO BE "LOW E", INSULATED GLASS UNLESS NOTED OTHERWISE. C.) ALL OPERABLE WINDOWS TO HAVE SCREENS. D.) GLAZING INDOORS AND/OR WITHIN 24" OF A DOOR TO BE TEMPERED OR PROVIDE SAFETY GLASS. SEE EXTERIOR DOOR AND WINDOW TYPES FOR SAFETY GLASS LOCATION. SEE SCHEDULES FOR LOCATIONS OF EGRESS WINDOWS/DOORS. E.) ALL FACTORY FINISH DOORS & FRAMES TO BE SELECTED BY ARCHITECT FROM MANUFACTURER'S STANDARD COLORS. F.) ALL INTERIOR & EXTERIOR DOORS ARE 1 3/4" THICK, UNLESS NOTED OTHERWISE G.) EMERGENCY & ESCAPE OPENINGS (FROM IRC R310), WHERE EMERGENCY & ESCAPE OPENINGS ARE PROVIDED, THEY SHALL: - HAVE A SILL HEIGHT OF NOT MORE THAN 44 INCHES ABOVE THE FLOOR. - HAVE A MIN. NET CLEAR OPENING OF 5.7 SQUARE FEET. - HAVE A MIN. NET CLEAR OPENING HEIGHT OF 24 INCHES. - HAVE A MIN. NET CLEAR OPENING WIDTH OF 20 INCHES. - BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS, TOOLS, OR SPECIAL KNOWLEDGE. H.) WHOLE HOUSE VENTILATION TO INCLUDE OUTDOOR AIR INLETS (FROM IRC M1508.4.5): OUTDOOR AIR SHALL SHALL BE DISTRIBUTED TO EACH HABITABLE ROOM BY INDIVIDUAL OUTDOOR AIR INLETS. PROVIDE NOT LESS THAN 4 SQUARE INCHES (0.003 m2) OF NET FREE AREA OF OPENING FOR EACH HABITABLE SPACE. ANY INLET OR COMBINATION OF INLETS WHICH PROVIDE 10 CFM AT 10 PASCALS AS DETERMINED BY THE HOME VENTILATING INSTITUTE AIR FLOW TEST STANDARD (HVI 901 NOVEMBER 1996) ARE DEEMED EQUIVALENT TO 4 SQUARE INCHES NET FREE AREA. I.) ALL PRODUCTS SHALL BE NFRC CERTIFIED AND NFRC (CPD) NUMBERS PER R303.1.3 SHALL BE PROVIDED - FROM ENERGY CORRECTION COMMENT. GLAZING SCHEDULE NOTES: 1. SEE EXTERIOR DOOR & WINDOW ELEVATIONS FOR OPERATION, LAYOUT, & DIMENSION. 2. EMERGENCY EGRESS OPENING. 3. SUITABLE TO INCLUDE OUTDOOR AIR INLET PER ITEM (H) IN DOOR & WINDOW NOTES. Scale BNA Project number: PL O T D A T E : 103 91st Ave SE, Lake Stevens. WA 98258 4254780327 www.drift-ia.com STATUS: REVISION LOG REV #DATE DESCRIPTION DRAWN BY: SHEET NO. SHEET NAME CL I E N T N A M E PR O J E C T A D D R E S S BU I L D E R N A M E BU I L D E R A D D R E S S BU I L D E R C O N T A C T DPS PERMIT NUMBER: FI L E PA T H : ORIGINAL DRAWING SIZE IS 36" X 24" DO NOT SCALE DRAWINGS FOR MEASUREMENTS Registered Architect in WA State © 2021 DRIFT INTERIOR ARCHITECTURE. ALL RIGHTS RESERVED. ALL DRAWINGS AND WRITTEN MATERIAL APPEARING HEREIN CONSTITUTE ORIGINAL AND UNPUBLISHED WORK OF THE ARCHITECT AND MAY NOT BE DUPLICATED, USED OR DISCLOSED WITHOUT WRITTEN CONSENT OF DRIFT INTERIOR ARCHITECTURE. 3" = 1'-0" 9/ 1 4 / 2 0 2 4 8 : 2 4 : 5 4 P M Z: \ S h a r e d \ R E S I D E N T I A L \ K a t B o h n s a c k \ 0 3 R e v i t \ 0 1 W o r k \D - I A - K a t B o h n s a c k - S D - R 1 - V 2 5 . r v t WINDOW TYPES & SCHEDULE XXXXXX Author A601 KA T B O H N S A C K 40 3 2 1 6 7 t h S t N E , A r l i n g t o n , W A 9 8 2 2 3 PERMIT KA T B O H N S A C K Window Schedule Unit 112 Type Mark Width Height U VALUE W1 1' - 10" 6' - 0" 0.3 W2 2' - 6" 4' - 8" 0.3 W4 6' - 0" 1' - 10" 0.3 Grand total: 14 Window Schedule Unit 113 Type Mark Width Height U VALUE W1 1' - 10" 6' - 0" 0.3 W2 2' - 6" 5' - 0" 0.3 W3 4' - 10" 3' - 0" W4 6' - 0" 1' - 10" 0.3 Grand total: 13       !"#&' ()*+,-./2' 3456+6734)3,-+83.*467.69370::;; < =><,6?7B@C -/767?7+,DE-D>F FA$2& G).7HI+ )+-+J$2  KF = KL1 ,6-55M83456N4-O.)P$QR$S TH-++4+U-+887,4U+4+U-89VH7W*)P7H).-678-63H4+U6)+OX1Y$2 O Y[ $QB$; $2 &^$Y _A$: _;;Y: >  L`; =    !"#BY; a;b2:$ c-++-*c-38d4./8837,, 7U-H7,.34V64)+ d+73-P7 d+73T*)+7 = < KcaGfc< 4+7,487+#)+8)P#)PP)7?47dIV7 7,.34V64)+ ,,4U+78) 7? !"#T         !!"#$%$&&#!" '( )*+  + ,,$-       )*+ *+ $$&&#!%-       .--/0!#$%$&&#!12 )*+* + $! !&-,###;<0%$&&#!=$&1 (!#$!#!,###;0%$&&#!!.,,%#!%.%>-#$#!.!!/1 ?##.?-0 &IIJKLMJNOIKIJKPQNRSTUNKIJRVWXYWZ[\]]W^_IQNMLfPLOIKIJKMQPRSTUNKIJRVWXY`WIQlQIfNIOIKIJKMKLRSTUNKIJRVWXYWZ[\]]IQQNQPNNOIKIJKNIKRSTUNKIJRmh\a\`WcIQQNQPfKOIKIJKNIKRSTUNKIJRmh\a\`WcIKPlPQfJOIKIJKNKlRSTUNKIJIKPlPQflOIKIJKNKlRSTU