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SEE REV1 BLD FIR ENG RESUB 4-BLD2022-1329+Architectural_Plan+8.26.2024_12.31.54_PM+4462412City Of Edmonds Building Department Work 4 UNIT TOWNHOME Address ; 306, 308, 310, 312 DALEY ST ___ Owner BUKOWSKI-310 DALEY TOWNHOMES ------ ---------- Approved Date 8/29/2024 Building Official ; 7)OW"VELK Vfk2« Permit Number BLD2022-1325, 26, 27, 29 ABBREVIATIONS @ AT CENTERLINE R PROPERTY LINE 0 DIAMETER # POUND OR NUMBER (E) EXISTING (N) NEW (X) DEMOLISH ABV ABOVE ACC ACCESS ACOUS ACOUSTICAL ................■.....■.......■.....■.....■....� AD AREA DRAIN ' The following documentation shall be available on ADJ ADJUSTABLE site for the building inspector: - AFF ABOVE FINISHED FLOOR ' ■ AIB AIR INFILTRATION BARRIER ■ ' ALT ALTERNATE x❑ ALUM ALUMINUM COE APPROVED ARCHITECTURAL PLAN SET APPROX APPROXIMATE ; ❑X COE APPROVED STRUCTURAL PLAN SET ARCH ARCHITECTURAL ❑ COE REVIEWED CALCULATION PACKET Bp BOARD ❑ ENERGY CREDIT WORKSHEET BLKG BLOCKING BM BEAM ❑ SITE PLAN Bo BOTTOM OF ❑ CIVIL PLAN BOT BOTTOM ❑ CAB CABINET ' CB CATCH BASIN ■ ❑ - CEM CEMENT ■ CER CERAMIC CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ CIP CAST -IN -PLACE L ......... ■ ................... ■ . ■ ............... CJ CONTROL JOINT CLG CEILING APPROVED OBTAIN ELECTRICAL CLKG CAULKING PLANS MUST BE PERMIT FROM CLO CLOSET STATE LABOR & CLR CLEAR ON JOB SITE INDUSTRIES CMU CONCRETE MASONRY UNIT CNTR COUNTER ALL WORK SUBJECT COL COLUMN TO FIELD CONIC CONCRETE INSPECTION FOR CONN CONNECTION C CODE COMPLIANCE T CONTINUOUS CT CERAMIC TILE CPT CARPET/CARPETED CTR CENTER ■ Please obtain a separate Plumbing permit from the City of DBL DOUBLE Edmonds. ■ DEMO DEMOLITION OF DOUGLAS FIR A deferred submittal is required for the exterior balconies. This i DIA DIAMETER is to be submitted for review and approval by the City of DIM DIMENSION Edmonds. ■ ON DOWN ��■�■�■�■�■�■�■�■�■� DO DOOR OPENING ■�■�■�■�■�■�■�■�■�■�■�� DR DOOR ' SPECIAL INSPECTION REPORT(SS) REQUIRED FOR THIS I DS DOWN SPOUT PROJECT. PLEASE PROVIDE THE SI REPORT UPON REQUEST DTL DETAIL ,FROM THE BUILDING INSPECTOR. I DW DISHWASHER I1. SOILS DWG DRAWING E EAST ..�.�.�.�.�.�.�.�.�.�.�.�.�.�.�■ EA EACH ■ 1 EL ELEVATION 1 Building Envelope EF EXHAUST FAN 1)Pursuant to RCW 64.55, all applications for construction 1 ELEC ELECTRICAL 1 of multi -unit residential buildings must include building ELEV ELEVATOR enclosure design documents that identify the building ENCL ENCLOSURE • enclosure, including but not limited to, waterproofing, 1 EQ EQUAL 1 weather proofing and/or otherwise protected from water or EQUIP EQUIPMENT ■ 1 EST ESTIMATE 1 moisture intrusion. The building enclosure documents EXIST EXISTING ■ must contain a stamped statement by the person stamping 1 EXP EXPANDED/EXPANSION the building enclosure design documents stating, in EXPO EXPOSED 1 EXT EXTERIOR 1 substantially the following form: "The undersigned has ■ provided building enclosure documents that in my 1 FD FLOOR DRAIN ■ professional judgment are appropriate to satisfy the FE FIRE EXTINGUISHER 1 requirements of RCW 64.55.005 through 64.55.090." FF FINISH FLOOR ■ 1 F-F FINISH TO FINISH Additionally, all multi -unit residential buildings are required FIN FINISH 1 FLASH FLASHING 1 to have the building enclosure inspected by a qualified FLR FLOOR/FLOOR OPENING building enclosure inspector during the course of 1 FLUOR FLUORESCENT . construction. This inspection is to be completed by a third FOIC FURNISHED BY OWNER - 1 party, independent inspector. The City may not issue a INSTALLED BY CONTRACTOR Certificate of Occupancy until the qualified, third art 1 FOC FACE OF CONCRETE p y unq uaparty ■ FOM FACE OF MASONRY ■ independent inspector prepares a report and submits to 1 FOS FACE OF STUD the building department a signed letter certifying that the FOF FACE OF FINISH 1 building enclosure has been inspected during the course of ! FIR FRAME FIREPROOF ■ construction and that the construction is in substantial 1 F/P FIREPLACE compliance with the building enclosure design documents. FT FOOT OR FEET 1 The requirement for third party inspection needs to be ■ FURR FURRING specified on the plans. 1 FUT FUTURE ■ FW FULL WIDTH 1 Alternatively, a recorded "sale prohibition covenant" is GA GAUGE required to be submitted for review. A "sale prohibition 1 GALV GALVANIZED . covenant" is a recorded covenant that prohibits the sale or GC GENERAL CONTRACTOR 1 other disposition of individual dwelling units as or as part of GL GLASS a condominium for five years or more from the date of first GLIJE- GRAM GRADE LAMINATED ■ occupancy except as otherwise provided in section 10 of 1 GWB GYPSUM WALL BOARD 1 the act, a certified copy of which the developer shall submit ' to the appropriate building department; provided such ! HB HOSE BIB ■ covenant shall not apply to sales or dispositions listed in 1 HC HOLLOW CORE RCW 64.34.400(2). The covenant shall be on a form HDO HIGH DENSITY OVERLAYHDR HEADER 1 provided by the City. ■ HDWD HARDWOOD .�.�.�.�.�.�.�.�.�.�.�.�.�.�.�.� HDWR HARDWARE HELOCK APPROVED BY PLANNING HMM HOLLOW METAL HORIZ HORIZONTAL HP HIGH POINT HR HOUR Sep 06 2024 HT HEIGHT HTF HAMMER TO FIT HVAC s s o HEATING/VENTILATION/ AIR CONDITIONING HW HOT WATER ID INSIDE DIAMETER IN INCH IN UL IN ULATI N INT INTERIOR JB JUNCTION BOX JF. JT JOINT FILLER, JOINT LAM LAMINATE/LAMINATED LAV LAVATORY LF LINEAR FEET LOC LOCATION LP LOW POINT LT LIGHT MAS MASONRY MAX MAXIMUM MB MACHINE BOLT MC MEDICINE CABINET MOO MEDIUM DENSITY OVERLAY MECH MECHANICAL MEMB MEMBRANE MTL METAL MFR MANUFACTURER MIN MINIMUM MIR MIRROR MISC MISCELLANEOUS MTD MOUNTED MTRL MATERIAL MUL MULLION N NORTH N/A NOT APPLICABLE NIC NOT IN CONTRACT NO NUMBER NOM NOMINAL NR NOISE REDUCTION NITS NOT TO SCALE OA OVERALL OC ON CENTER OD OUTSIDE DIAMETER OFF OFFICE OH OVERHEAD OPNG OPENING OPP OPPOSITE PERF PERFORATED PERP PERPENDICULAR PL PLATE PLAM PLASTIC LAMINATE PLAS PLASTER PLYWD PLYWOOD PNL PANEL PR PAIR PRCST PRE -CAST PT POINT PTO PAINTED PTN PARTITION R RISER RA RETURN AIR RAD RADIUS RB RUBBER BASE RD ROOF DRAIN REF REFERENCE REFR REFRIGERATOR REINF REINFORCED REM REMAINDER REQ REQUIRED RESIL RESILIENT REV REVISION/REVISED RGSTR REGISTER RM ROOM RO ROUGH OPENING S SOUTH SAF SELF -ADHERED FLASHING SAM SELF -ADHERED MEMBRANE SC SOLID CORE SO SMOKE DETECTOR SCHED SCHEDULE SECT SECTION SF SQUARE FEET SG SAFETY GLASS SH SHELF SHT SHEET SHT MTL SHEET METAL SHTG SHEATHING SHWR SHOWER SIM SIMILAR SOG SLAB ON GRADE SPEC SPECIFICATION SI SQUARE INCHES SS STAINLESS STEEL STA STATION STD STANDARD STL STEEL STOR STORAGE STRUC STRUCTURAL SUSP SUSPENDED SYM SYMBOL T TREAD TB TOWEL BAR TIC TOP OF CHORD TEL TELEPHONE TER TERRAZZO T+G TONGUE AND GROOVE TG TEMPERED GLASS THK THICK TO TOP OF TOP TOP OF PAVEMENT TOS TOP OF SLAB/STEEL TPH TOILET PAPER HOLDER TYP TYPICAL 111l104[■�ll0u*&1104[■ir:1Bill ra:1:17i919: VB VAPOR BARRIER VCT VINYL COMPOSITION TILE VEN VENEER VERT VERTICAL VT VINYL TILE W WEST WC WATER CLOSET WD WOOD WF WIDE FLANGE WG WIRED GLASS WH WATER HEATER WL WATER LINE W/O WITHOUT WIN WINDOW WP WATERPROOF WR WATER RESISTANT WSG WIRE SAFETY GLASS WT WEIGHT SYMBOLS LEGEND 1: BUILDING ELEVATIONS 2: INTERIOR ELEVATIONS 0 A0.0 OR SECTIONS 3: ASSEMBLY REFERENCE W� 4: WALL SECTIONS/ DETAIL REFERENCE 0 Ao.O AREA MAP 0 A0.0 BLD2022-1325 - 308 DALEY - LOT B 0 BLD2022-1326 - 310 DALEY - LOT C y BLD2022-1327 - 312 DALEY - LOT D BLD2022-1329 - 306 DALEY - LOT A L uO CD BELLEVUE 1 aNTS US-2 Approved DFM ohrisswt South County Fire Date: 08/27/2024 08-27-2024 RESUB 4 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. A SEPARATE PERMIT SUBMITTAL IS REQUIRED FOR EACH TOWNHOME UNIT 13D SPRINKLER SYSTEM. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS D EDUCE EQUIPMENT AND CONTI UAIAS MAINTENANCE REQUIR . ROVIDE A MINIMUM COMBINA ION WATER SERVICE OF ONE I (1 ") METER A ONE AND ON ALF (1 1/2") SERVICE LINE OR OW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. 2.4 INCH ADDRESS LETTER CHARACTERS WITH 1/2 INCH STROKE TO BE INSTALLED NEAR THE MAIN ENTRANCE DOOR TO EACH TOWNHOME. 6 INCH ADDRESS NUMBER CHARACTORS WITH 1/2" STROKE IN CONTRASING COLOR TO THIER BACKGROUND AND VISIBLE FROM THE STREET TO BE INSTALLED. DFM BURT VICINITY MAP a NTS PUGET SOUND PROJECT DIRECTORY OWNER AND DEVELOPER HBRE INVESTMENTS 1951 3RD AVENUE W SEATTLE, WA 98119 DESIGNER AND APPLICANT CITIZEN DESIGN 10 DRAVUS STREET SEATTLE, WA 98109 CONTACT: JACOB YOUNG TEL: 206.853.8055 EMAIL: JYOUNG@COLLABORATIVECO.COM STRUCTURAL ENGINEER BUILT ENGINEERING 534 BROADWAY #305 TACOMA, WA 98402 CONTACT: BRICE PARRISH TEL: 253.985.5008 EMAIL: BRICE@BUILTSTRUCTURAL.COM CIVIL ENGINEER DAVIDO CONSULTING GROUP 15029 BOTHELL WAY NE #600 LAKE FOREST PARK, WA 98155 CONTACT: TIM GABELEIN, PE TEL: 206.523.0024 EMAIL: TIM@DCGENGR.COM SURVEY CHADWICK + WINTERS 1422 NW 85TH STREET SEATTLE, WA 98117 CONTACT: BRANDON WINTERS TEL: 206.297.0996 EMAIL: BRANDONW@CHADWICKWINTERS.COM LANDSCAPE ARCHITECT CRAMER DESIGN CONSULTANTS 1909 242ND STREET SE BOTHELL, WA 98021 CONTACT: GAYLE CRAMER TEL: 425.241.6258 EMAIL: CDCLSA@FRONTIER.COM ARBORIST LAYTON TREE CONSULTING PO BOX 572 SNOHOMISH, WA 98291 CONTACT: BOB LAYTON TEL: 425.220.5711 EMAIL: BOB@LAYTONTREECONSULTING.COM GENERAL CONTRACTOR SEATTLE LUXURY HOMES, LLC PO BOX 1478 EDMONDS, WA 98020 LIC. NO.: SEATTLH822JB CONTACT: JOHNATHAN KURTH T: 206.579.5272 E: JOHNATHAN.KURTH@GMAIL.COM SHEET INDEX ARCHITECTURAL A0.0 PROJECT INFORMATION A0.1 ARCHITECTURAL GENERAL NOTES A0.2 ENERGY CODE ANALYSIS: UNITS A AND B A0.3 ENERGY CODE ANALYSIS: UNITS C AND D A0.4 ENERGY CODE COMPLIANCE: ALL UNITS A0.5 ZONING SITE PLAN A1.1 ARCHITECTURAL SITE PLAN 1 OF 1 SURVEY A1.2 VICINITY MAP A1.3 CONCEPTUAL LIGHTING PLAN A2.1 FIRST FLOOR PLAN A2.2 SECOND FLOOR PLAN A2.3 THIRD FLOOR PLAN A2.4 ROOF PLAN A3.1 ELEVATIONS A3.2 ELEVATIONS A3.3 ELEVATIONS A3.4 RENDERED ELEVATIONS A3.5 RENDERINGS A3.6 RENDERINGS A4.1 SECTIONS AND ASSEMBLIES A4.2 SECTIONS AND ASSEMBLIES A4.3 SECTIONS AND ASSEMBLIES A5.1 WALL SECTIONS A5.2 DETAILS A5.3 DETAILS A5.4 DETAILS STRUCTURAL S1.0 GENERAL STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 SECOND FLOOR FRAMING PLAN S2.2 THIRD FLOOR FRAMING PLAN S2.3 ROOF FRAMING PLAN S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS S3.2 STRUCTURAL DETAILS S4.0 STRUCTURAL DETAILS PROJECT INFORMATION SCOPE OF WORK CONSTRUCT (4) TOWNHOUSES TOTAL. (2) TOWNHOUSES TO CONTAIN 1774± SF LIVING AREA AND 383± SF GARAGE (EA.) AND (2) TOWNHOUSES TO CONTAIN 1407± SF LIVING AREA AND 303± SF GARAGE (EA.). CONSTRUCT SITE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO STORM DRAINAGE, WALKWAYS AND SITE STAIRS. (E) DUPLEX TO BE DEMOLISHED UNDER SEPARATE PERMIT. ESTABLISH USE AND OCCUPY, PER PLANS. SITE ADDRESS 310 DALEY STREET EDMONDS, WA 98020 ZONING AND LAND AREA ZONING: BD-2 LOT AREA: 7500 SF PARCEL MAP NUMBER 004342-026-001-01 LEGAL DESCRIPTION LOTS 1, 2, 3, AND 4, BLOCK J, CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. EXCEPT THE SOUTH 60 FEET THEREOF. JURISDICTION EDMONDS, SNOHOMISH COUNTY, WASHINGTON BUILDING INFORMATION OCCUPANCY: R-3 (TOWNHOUSES) CONSTRUCTION: VB FIRE SUPPRESSION: NFPA 13D THROUGHOUT M SEPA COMPLIANCE I APPLICABLE SEPA THRESHOLD IS (4) DWELLING UNITS. THIS PROJECT CONTAINS (4) DWELLING UNITS AND IS CATEGORICALLY EXEMPT FROM ENVIRONMENTAL REVIEW M PROJECT NUMBERS M UNIT A BUILDING PERMIT (THIS PERMIT): BLD2022-1329 UNIT B BUILDING PERMIT: BLD2022-1325 UNIT C BUILDING PERMIT: BLD2022-1326 UNIT D BUILDING PERMIT: BLD2022-1327 DEMOLITION PERMIT: BLD2022-1328 PRELIMINARY SHORT PLAT: PLN2023-0069 A RIGHT -OF -WAY CONSTRUCTION: ENG2023-0473 DEFERRED SUBMITTALS M REVISED STRUCTURAL DRAWINGS WILL BE SUBMITTED AFTER PERMIT APPROVAL PER MIKE CLUGSTON AND LEIF BJORBACK. LANDSCAPE L-1 LANDSCAPE PLAN Y CIVIL (UNDER SEPARATE PERMIT) BLD2024-0804 CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT W O o N City of EDMONDS Permit Set October 7, 2022 C01 COVER SHEET CO2 TESC + DEMO PLAN CO3 GRADING PLAN Revision 1 10/21/22 C04 ALLEY PLAN AND PROFILE C05 DRAINAGE PLAN COb UTILITY PLAN 2 Revision 2 04/03/23 C07 FRONTAGE IMPROVEMENT PLAN C08 DETAILS Revision 3 09/15/23 C09 DETAILS C10 DETAILS Revision 4 02/05/24 C11 DETAILS Revision 5 06/10/24 DOCUMENTS Revision b 08/22/24 STRUCTURAL CALCULATIONS DRAINAGE REPORT ENGINEERING DIVISION APPROVED AS NOTED 14 9/11 /2024 REFER TO APPROVED CIVIL CONSTRUCTION PLANS FOR ENGINEERING REQUIREMENTS. FOR PLANNING DEPT USE ONLY PROJECT INFORMATION SCALE: AS NOTED A000 ARCHITECTURAL GENERAL NOTES GARAGE NOTES ELECTRICAL NOTES MECHANICAL & ENERGY NOTES 1. ALL WORK SHALL BE IN CONFORMANCE WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE (IRC), 2018 WASHINGTON STATE ENERGY CODE (WSEC), THE KING COUNTY SURFACE WATER DESIGN MANUAL (SWDM), EDMONDS COMMUNITY DEVELOPMENT CODE (ELDC), WA. ADMINISTRATIVE CODE (WAC). UNIFORM PLUMBING CODE (UPC), AND WA VENT & INDOOR AIR QUALITY CODE (VIAQ). 2. ALL DEBRIS SHALL BE REMOVED FROM THE PREMISES AND ALL AREAS TO BE LEFT IN CLEAN (BROOM) CONDITIONS AT ALL TIMES. 3. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO BECOME FULLY AWARE OF ANY AND ALL CONDITIONS RELATED TO THE SITE AND EXISTING CONDITIONS THAT MAY AFFECT THE COST OR SCHEDULING OF CONSTRUCTION ACTIVITIES PRIOR TO SUBMITTING BID. 4. PRIOR TO COMMENCING WORK, THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT THE JOB SITE INCLUDING, BUT NOT LIMITED TO. SOILS AND EXISTING UTILITIES AND SHALL BE RESPONSIBLE FOR THE SAME. ALL DISCREPANCIES SHALL BE REPORTED TO THE ARCHITECT AND/OR DESIGNER & OWNER IMMEDIATELY. 5. THE CONTRACTOR IS TO VERIFY THE LOCATION OF ALL UTILITIES AND SERVICES TO THE SITE PRIOR TO BEGINNING ANY SITE IMPROVEMENTS. 6. THERE SHALL BE NO DEVIATION WHATSOEVER FROM THE CONTRACT DOCUMENTS WITHOUT THE ARCHITECT'S AND/OR DESIGNER'S WRITTEN APPROVAL THEREOF, CHANGE ORDER OR CHANGE DIRECTIVE. 7. DO NOT SCALE DRAWINGS OR DETAILS - USE GIVEN DIMENSIONS, CHECK DETAILS FOR LOCATION OF ALL ITEMS NOT DIMENSIONED ON PLANS, DOOR AND CASED OPENINGS WITHOUT DIMENSIONS ARE TO BE SIX (6) INCHES FROM FACE OF ADJACENT WALL OR CENTERED BETWEEN WALLS UNLESS NOTED OTHERWISE. 8. THE DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION, WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER. 9. BUILDING SYSTEMS AND COMPONENTS NOT SPECIFICALLY DETAILED SHALL BE INSTALLED, AS PER MINIMUM MANUFACTURER'S RECOMMENDATIONS. NOTIFY THE ARCHITECT OF ANY RESULTING CONFLICTS. 10. ALL WORK SHALL CONFORM TO APPLICABLE BUILDING CODES AND ORDINANCES. IN CASE OF ANY CONFLICT WHEREIN THE METHODS OR STANDARDS OF INSTALLATION, OR THE MATERIALS SPECIFIED, DO NOT EQUAL OR EXCEED THE REQUIREMENTS OF THE LAWS OR ORDINANCES, THE LAWS OR ORDINANCES SHALL GOVERN. 11. INSTALL DUST BARRIERS AND OTHER PROTECTION AS REQUIRED TO PROTECT INSTALLED FINISHES AND FACILITIES. 12. PLUMBING, MECHANICAL AND ELECTRICAL DRAWINGS ARE SUPPLEMENTARY TO ARCHITECTURAL DRAWINGS, IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO CHECK WITH THE ARCH. DRAWINGS BEFORE INSTALLATION OF THEIR WORK. ANY DISCREPANCY BETWEEN ARCH. DRAWINGS AND THE CONSULTING ENGINEER(S) OR OTHER SUPPLEMENTARY DRAWINGS SHALL BE BROUGHT TO THE OWNER'S ATTENTION IN WRITING. 13. THIS PROJECT CONTAINS GLAZING THAT WILL BE SUBJECT TO FEDERAL AND LOCAL GLAZING STANDARDS AND THE GLAZING SUBCONTRACTOR SHALL BE RESPONSIBLE FOR ADHERENCE TO THESE REQUIREMENTS, IF THE GLAZING SUBCONTRACTOR FINDS ANYTHING IN THE DOCUMENTS NOT IN COMPLIANCE WITH THE STANDARDS, HE OR SHE SHALL BRING DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT BEFORE PROCEEDING. 14. ALL GLAZING IN HAZARDOUS LOCATIONS, DEFINED BY THE 2018 IRC R308.4, SHALL BE SAFETY GLAZING, INCLUDING BUT NOT LIMITED TO THE SAFETY GLAZING IDENTIFIED IN THE CONSTRUCTION DOCUMENTS. 15. THERE SHALL BE NO EXPOSED PIPE, CONDUITS, DUCTS, VENTS, ETC. ALL SUCH LINES SHALL BE CONCEALED OR FURRED AND FINISHED, UNLESS NOTED AS EXPOSED CONSTRUCTION TO THE DRAWINGS. OFFSET STUDS WHERE REQUIRED, SO THAT FINISHED WALL SURFACE WILL BE FLUSH. 16. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 17. CARRY ALL FOOTINGS TO SOLID, UNDISTURBED ORIGINAL EARTH. REMOVE ALL UNSUITABLE MATERIAL UNDER FOOTINGS AND SLAB AND REPLACE WITH CONCRETE OR WITH COMPACTED FILL AS DIRECTED BY A GEO-TECHNICAL ENGINEER. 18. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE 2018 IRC. 19. ALL WOOD IN DIRECT CONTACT WITH CONCRETE OR EXPOSED WEATHER SHALL BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE UNLESS DECAY RESISTANT HEARTWOOD OF CEDAR OR REDWOOD IS USED, FASTENERS FOR PRESSURE TREATED WOOD SHALL BE HOT DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICONE, BRONZE OR COPPER. 20. ALL WOOD LESS THAN 6 INCHES FROM THE GROUND OR 2 INCHES MEASURED VERTICALLY FROM EXTERIOR CONCRETE STEPS, PORCH SLABS, PATIO SLABS, AND SIMILAR HORIZONTAL SURFACES EXPOSED TO WEATHER SHALL BE A NATURALLY DURABLE WOOD OR PRESSURE TREATED WITH AN APPROVED PRESERVATIVE PER 2018 IRC R317. 21. PROVIDE FIRE -BLOCKING VERTICALLY AT CEILING AND FLOOR LEVELS AND HORIZONTALLY AT INTERVALS NOT EXCEEDING 10 FEET AND AS REQUIRED FOR CONCEALED SPACES UNDER 2018 IRC 502.13 & R602.8. 22. NAIL GYPSUM WALLBOARD TO ALL STUDS, TOP PLATES, BOTTOM PLATES AND BLOCKING WITH COOLER NAILS @ 7 INCHES O.C. MAXIMUM SPACING UNLESS SHOWN OTHERWISE. USE 5d FOR 1/2" WALLBOARD AND 6D FOR 5/8" WALLBOARD. 23. PROVIDE GALVANIC INSULATION BETWEEN DISSIMILAR METALS. 24. STRUCTURAL, ELECTRICAL, MECHANICAL AND ENERGY NOTES ARE LOCATED WITHIN THIS SET OF DRAWINGS. 25. NO MATERIALS FROM THE WORK ARE TO BE STOCK PILED ON THE PUBLIC RIGHTS -OF WAYS. ALL RUBBISH AND DEBRIS IS TO BE REMOVED FROM THE SITE. 26. ADJACENT PROPERTIES. STREETS AND WALKS ARE TO BE PROTECTED FROM DAMAGE AT ALL TIMES. 27. ALL DOWNSPOUTS AND ROOF DRAINS ARE TO BE CONNECTED TO THE POINT OF DISCHARGE SPECIFIED ON THE DRAINAGE PLAN AND/OR SITE PLAN BY TIGHTLINE UNLESS NOTED OTHERWISE IN CONSTRUCTION DOCUMENTS. 28. ALL DIMENSIONS ARE FACE OF STUD WALL, CENTER LINE OF COLUMN, OR FACE OF CONCRETE UNLESS NOTED OTHERWISE. 29. THE CONTRACTOR SHALL SECURE PERMITS REQUIRED BY THE FIRE DEPARTMENT PRIOR TO BUILDING OCCUPATION. 30. THE CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO ENSURE THE SAFETY OF THE OCCUPANTS AND WORKERS AT ALL TIMES DURING THE COURSE OF THE PROJECT. 31. APPROVED PLANS SHALL BE KEPT IN A PLAN BOX AND SHALL NOT BE USED BY ANY WORKMEN. 32. THE CONTRACTOR AND/OR THE SUB -CONTRACTOR SHALL APPLY FOR, OBTAIN AND PAY FOR ALL REQUIRED PERMITS AND FEES EXCEPT FOR THE BUILDING PERMIT. 33. ALL STAIRWAYS MUST MEET THE REQUIREMENTS OF 2018 IRC R311.7. 34. ALL EMERGENCY ESCAPES AND RESCUE OPENINGS FOR BEDROOMS AND BASEMENTS MUST MEET THE REQUIREMENTS OF 2018 IRC R310. 35. ROOF VENTILATION MUST MEET THE REQUIREMENTS OF 2018 IRC R806. 36. CRAWL SPACE VENTILATION MUST MEET THE REQUIREMENTS OF 2018 IRC R408. 37. ALL SIDING METHODS MUST HAVE A WEATHER RESISTIVE BARRIER THAT MEETS THE REQUIREMENTS OF 2018 IRC R703.2. GENERAL WEATHER PROTECTION FOR THE ENTIRE PROJECT MUST MEET THE REQUIREMENTS OF 2018 IRC R903. 38. ALL GUARDRAILS FOR DECKS, BALCONIES, AND OPEN RAILINGS MUST MEET THE REQUIREMENTS OF 2018 IRC 312. 39. ALL SKYLIGHTS AND SLOPED GLAZING MUST MEET THE REQUIREMENTS OF 2018 IRC 308.6. 40. ALL CEILING HEIGHTS MUST MEET THE REQUIREMENTS OF 2018 IRC R305. 41. ALL UNDER FLOOR AND CRAWL SPACE MUST BE ACCESSIBLE PER 2018 IRC R408.4. 42. ATTIC ACCESS MUST BE SIZED AND LOCATED ACCESSIBLY PER 2018 IRC R807.1. 43. ALL SHOWERS SHALL BE FINISHED WITH A SMOOTH, NOT-ABSORBANT SURFACE TO 72" ABOVE THE DRAIN PER 2018 IRC SEC. 307.2 44. THRESHOLDS AT EGRESS - LANDINGS OR FLOOR AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1 z " LOWER THAN THE TOP OF THRESHOLD. GRADING NOTES 1. CONSTRUCTION EROSION CONTROL MEASURES MUST BE IN PLACE AND APPROVED BY LOCAL MUNICIPALITY PRIOR TO ANY EARTH DISTURBANCE. CALL THE LOCAL MUNICIPALITY TO SCHEDULE AN INSPECTION APPOINTMENT. 2. NO SEDIMENT SHALL BE TRACKED INTO THE SITE OR ONTO PAVED SURFACES. SEDIMENT SHALL BE REMOVED FROM TRUCKS AND EQUIPMENT PRIOR TO LEAVING THE SITE. IN THE EVENT THERE IS A FAILURE OF AN EROSION CONTROL SYSTEM RESULTING IN SEDIMENT BEING TRACKED ONTO PAVED SURFACES, THE CONTRACTOR SHALL IMMEDIATELY IMPLEMENT MEASURES TO CORRECT THE SITUATION, AND STREET SWEEPING SHALL BE EMPLOYED ON AN EMERGENCY BASIS. IF STREET SWEEPING VEHICLES ARE UTILIZED, THEY SHALL BE OF THE TYPE THAT ACTUALLY REMOVES SEDIMENT FROM THE PAVEMENT. 3. FOR SITES WITHIN AN ENVIRONMENTALLY CRITICAL AREA (ECA), GRADING MUST BE STABILIZED BY OCTOBER 31 ST AND NO EXCAVATION OR FILL PLACEMENT TO BE PERFORMED BETWEEN OCTOBER 31STAND APRIL 1ST. 1. GARAGE SEPARATION SHALL BE PER 2018 IRC TABLE R302.6. GARAGES SHALL BE SEPARATED FROM THE LIVING AREA AND ITS ATTIC AREA BY NOT LESS THAN %" GWB APPLIED TO THE GARAGE SIDE. GARAGES SHALL BE SEPARATED FROM HABITABLE ROOMS ABOVE BY NOT LESS THAN %" TYPE X GWB. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %" TYPE X GWB OR EQUIV. 2. OPENINGS BETWEEN GARAGE AND LIVING SPACE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 %" THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 4" THICK, OR 20-MINUTE FIRE -RATED DOORS, EQUIPPED WITH A SELF CLOSING DEVICE. 3. DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILING SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MIN NO.26 GAUGE SHEET STEEL OR OTHER APPROVED MATERIALS AND SHALL HAVE NO OPENINGS INTO THE GARAGE PER 2018 IMC 302.5.2 4. IN SEISMIC DESIGN CATEGORIES D1 & D2, WATER HEATERS SHALL BE ANCHORED TO RESIST HORZ. DISPLACEMENT DUE TO EARTHQUAKE MOTION. STRAPPING SHALL BE @ POINTS WITHIN THE UPPER ONE THIRD AND LOWER ONE THIRD PER 2018 IMC M1307.2. 5. PROVIDE OUTDOOR COMBUSTION AIR FOR WATER HEATER. 6. GARAGE FLOOR SURFACES SHALL BE APPROVED NONCOMBUSTIBLE MATERIAL AND THE AREA USED FOR THE PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY 2018 IMC R309.1. 7. GAS APPLIANCES LOCATED IN A GARAGE SHALL BE RAISED 18" MIN. ABOVE FINISHED FLOOR. G2408.2 (305.3) PROVIDE COMBUSTION AIR (SEE SEC. 702, 703, 704, 705, IMC) EITHER ALL OUTDOOR AIR (MOST COMMON) OR IN GARAGE (ALL INSIDE AIR). 8. APPLIANCES LOCATED IN A GARAGE OR CARPORT SHALL BE PROTECTED FROM DAMAGE FROM VEHICLES PER 2018 IRC M1307.3.1. LIVING AREA NOTES 1. ALL INTERIOR WALLS TO BE 2x4 @ 16" O.C. (U.N.O.), EXCEPTING PLUMBING WALLS. 2. ALL EXTERIOR WALLS TO BE 2x6 @ 16" O.C. (U.N.O.) 3. HEADERS PER STRUCTURAL (U.N.0) 4. PROVIDE FIREBLOCKING AT ALL PLUMBING OPENINGS. 5. PROVIDE SOLID BLOCKING OVER SUPPORTS. 6. WHEN THERE IS USABLE SPACE BOTH ABOVE AND BELOW THE CONCEALED SPACE OF A FLOOR -CEILING ASSEMBLY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF CONCEALED SPACE DOES NOT EXCEED 1000 SF. DRAFT STOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS AND SHALL BE OF%" GYP BOARD OR OTHER APPROVED MATERIALS INSTALLED PARALLEL TO THE FLOOR FRAMING MEMBERS PER LOCAL RESIDENTIAL CODE. 7. PROVIDE FIRE -BLOCKING TO CUT OFF ALL CONCEALED HORIZONTAL AND VERTICAL DRAFT OPENINGS AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIRE -BLOCKING SHALL CONSIST OF NOT LESS THAN 2" NOMINAL LUMBER OR OTHER APPROVED MATERIAL / LOCAL RESIDENTIAL CODE. 8. ASPHALT -SATURATED FELT FREE FROM HOLES OR BREAKS, WEIGHTING NOT LESS THAN 14 POUNDS PER 100 SF AND COMPLYING WITH ASTM D 226 OR OTHER APPROVED WEATHER RESISTANT MATERIAL SHALL BE APPLIED OVER SHEATHING OF ALL EXTERIOR WALLS. APPROVED ALTERNATE WEATHERPROOF MEMBRANES SHALL BE USED FOR OPEN JOINT RAIN SCREEN SIDING. WEATHER RESISTANT MATERIALS SHALL BE APPLIED HORIZONTALLY PER MANUFACTURERS RECOMMENDATIONS, WITH THE UPPER LAYER LAPPED OVER THE LOWER LAYER NOT LESS THAN 2 INCHES AND NOT LESS THAN 6" WHERE JOINTS OCCUR/ LOCAL RESIDENTIAL CODE. 9. APPROVED CORROSION -RESISTIVE FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDINGS SURFACE AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. 10. FLASHING SHALL BE INSTALLED BUT NOT LIMITED TO THE FOLLOWING LOCATIONS: - THE TOP OF ALL EXTERIOR WINDOW & DOOR OPENINGS - INTERSECTIONS OF FRAME WALLS AND MASONRY OR STUCCO - UNDER MASONRY, WOOD OR METAL COPINGS AND SILLS - CONTINUOUSLY ABOVE ALL PROJECTING WOOD TRIM - WHERE EXTERIOR PORCHES, DECKS OR STAIRS ATTACH TO A HALF WALL - AT WALL AND ROOF OR SOFFIT INTERSECTIONS - AT BUILT-IN GUTTERS ROOF NOTES 1. SHADED AREAS INDICATE OVERFRAMING, 2x6 @ 24" O.C. TYPICAL 2. SOFFIT, VENT, AND INSULATE ALL CANTILEVERED AREAS 3. PROVIDE SOLID BLOCKING OVER SUPPORTS 4. CIS - DOWNSPOUTS (4" SOLID PIPE TIGHTLINED INDEPENDENT OF FOOTING DRAIN) 5. ALL MANUFACTURED TRUSSES: - SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION - SHALL BE INSTALLED AND BRACED TO MANUFACTURER'S SPECIFFICATIONS - SHALL CARRY MANUFACTURER'S STAMP ON EACH TRUSSES 6. FLASHINGS SHALL BE INSTALLED IN SUCH A MANNER AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. METAL FLASHING SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.0019" / LOCAL RESIDENTIAL CODE. 7. PARAPET WALLS SHALL BE PROPERLY COPED WITH NONCOMBUSTIBLE, WEATHERPROOF MATERIALS OF A WIDTH NO LESS THAN THE THICKNESS OF THE PARAPET WALL. 8. WHERE ROOF DRAINS ARE REQUIRED, OVERFLOW DRAINS HAVING THE SAME SIZE AS THE ROOF DRAINS SHALL BE INSTALLED PER LOCAL RESIDENTIAL CODE & THE INTERNATIONAL PLUMBING CODE. FRAMING NOTES 1. ALL MATERIALS AND WORKMANSHIP SHALL CONFORM TO THE REQUIREMENTS OF THE DRAWINGS, NOTES, SPECIFICATIONS, AND ALL APPLICABLE CODES AND ORDINANCES. 2. ALL FRAME CONSTRUCTION SHALL CONFORM TO MIN STANDARDS OF IBC/IRC. FASTENING REQUIREMENTS TO BE IN ACCORDANCE TO IBC. SEE STRUCTURAL DRAWINGS GENERAL NOTES AND SPECIFICATIONS FOR ANY OTHER NOTES THAT MAY RELATE SPECIFICALLY TO GRADES AND SIZING OF ALL FRAMING MEMBER. 3. COLUMNS AND POSTS LOCATED ON CONCRETE OR MASONRY FLOORS OR DECKS EXPOSED TO THE WEATHER OR TO WATER SPLASH OR IN BASEMENT AND WHICH SUPPORT PERMANENT STRUCTURES SHALL BE SUPPORTED BY CONCRETE PIERS OR METAL PEDESTALS PROJECTING ABOVE FLOORS UNLESS APPROVED WOOD OR NATURAL RESISTANCE TO DECAY OR TREATED WOOD IS USED. THE PEDESTALS SHALL PROJECT AT LEAST 6" ABOVE EXPOSED EARTH AND AT LEAST 1" ABOVE SUCH FLOORS. 4. ALL WOOD OR WOOD PRODUCTS EXPOSED TO WEATHER OR IN DIRECT CONTACT WITH CONCRETE SHALL BE PROTECTED AGAINST DECAY PER 2018 IRC R317. 5. MAINTAIN ALL INTEGRITY OF REQUIRED ONE HOUR SEPARATION BETWEEN DIFFERENT OCCUPANCYTYPES. SEE DRAWINGS AND DETAILS FOR REQUIRED ONE AND TWO HOUR PARTY WALLS BETWEEN UNITS. - GARAGE/ DWELLING PER 2018 IRC R302.5 & 302. 6 6. WHERE INSTALLATION INCLUDES MANUFACTURED PRODUCTS, COMPLY WITH THE MANUFACTURER'S APPLICABLE INSTRUCTIONS AND RECOMMENDATIONS FOR INSTALLATION. VERIFY ROUGH -IN DIMENSIONS FOR EQUIPMENT AND PROVIDE BUCK -OUTS, BACKING AND JACKS AS REQUIRED. 7. ALL GUARDRAILS PER 2018 IRC R312 TO BE 36" HIGH MINIMUM FROM FINISHED FLOOR LINE. OPENINGS IN RAILING ASSEMBLIES ARE NOT TO EXCEED 4" IN ONE DIRECTION. GUARDRAILS AND HANDRAILS TO WITHSTAND A 200 LB/SF CONCENTRATED LOAD APPLIED IN ANY DIRECTION AT ANY POINT ALONG THE TOP. GUARD IN -FILL COMPONENTS (ALL THOSE EXCEPT THE HANDRAIL), BALUSTERS AND PANEL FILLERS SHALL BE DESIGNED TO WITHSTAND A HORIZONTALLY APPLIED NORMAL LOAD OF 50 LBS ON AN AREA EQUAL TO 1 SQ.FT. THIS LOAD NEEDS TO ASSUMED TO ACT CONCURRENTLY WITH ANY OTHER LIVE LOAD REQUIREMENTS. HANDRAILS TO BE BETWEEN 1-%" DIA. AND 2" DIA. WITH CLEARANCE OF 1-%' BETWEEN RAIL AND WALL SURFACE, MOUNT BETWEEN 34" AND 38" OFF STAIR NOSING. 8. DECKING: ALL WOOD EXPOSED TO WEATHER, SUCH AS WOOD USED FOR DECK FRAMING INCLUDING DECKING, RAILINGS, JOISTS, BEAMS, AND POSTS SHALL BE PRESSURE TREATED OR OF WOOD WITH NATURAL RESISTANCE TO DECAY. 9. UNLESS NOTED OTHERWISE, DIMENSIONS ARE TO FACE OF STUDS, FACE OF FOUNDATION WALLS, CENTERLINE OF COLUMNS, CENTERLINE OF DOORS AND WINDOWS. WHEN EXTERIOR WALLS ARE DIMENSIONED 6 THEY INCLUDE %" SHEATHING OVER 2x6 STUDS @ 16" O.C. 1. ALL ELECTRICAL WORK IS TO BE DESIGNED BY THE SUBCONTRACTOR AND COMPLETED PER APPLICABLE CODES AND ORDINANCES, INCLUDING BUT NOT LIMITED TO THE CODES REFERENCED IN ARCHITECTURAL GENERAL NOTE #1. 2. ELECTRICAL CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS RELATED TO THE PARTY'S SCOPE OF WORK. 3. WIRING METHODS SHALL BE AS PERMITTED BY "CODE" AND INSTALLATION PER "NECA" STANDARDS. 4. USE OF ALUMINUM WIRE IS LIMITED TO SIZE #4 AND LARGER. 5. ALL DEVICES TO BE SPECIFICATION GRADE. 6. ALL NEW ELECTRICAL PANELS OR LOAD CENTERS TO BE PROTECTED ON LINE SIDE BY CURRENT LIMITING FUSES. 7. ALL RECEPTACLES SHALL BE AT LEAST 15 INCHES FROM FINISHED FLOOR TO BOTTOM OF BOX UNLESS NOTED OTHERWISE. 8. ALL SWITCHES SHALL BE 42" FROM FINISHED FLOOR TO BOTTOM OF BOX UNLESS NOTED OTHERWISE. 9. LOCATE RECEPTACLES PER 2018 IRC SEC E3801. 10. VERIFY ALL RECEPTACLES, SWITCH, AND FIXTURE LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 11. ALL EXTERIOR LIGHTING TO BE SHIELDED AND DIRECTED AWAY FROM ADJACENT PROPERTIES. WHOLE -HOUSE VENTILATION SYSTEM M1507.3.1 SYSTEM DESIGN. EACH DWELLING UNIT OR GUEST ROOM SHALL BE EQUIPPED WITH A VENTILATION SYSTEM COMPLYING WITH SECTION M1507.3.4, M1507.3.5, M1507.3.6, OR M1507.3.7. COMPLIANCE IS ALSO PERMITTED TO BE DEMONSTRATED THROUGH COMPLIANCE WITH THE INTERNATIONAL MECHANICAL CODE. M1507.3.2 CONTROL AND OPERATION. 1. CONTROLS FOR ALL VENTILATION SYSTEMS SHALL BE READILY ACCESSIBLE BY THE OCCUPANT. 2. LOCAL EXHAUST SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, DEHUMIDISTATS, TIMERS. OR OTHER APPROVED MEANS. 3. CONTINUOUS WHOLE -HOUSE VENTILATION SYSTEMS SHALL OPERATE CONTINUOUSLY. EXHAUST FANS, FORCED -AIR SYSTEM FANS, OR SUPPLY FANS SHALL BE EQUIPPED WITH "FAN ON" AS OVERRIDE CONTROLS. CONTROLS SHALL BE CAPABLE OF OPERATING THE VENTILATION SYSTEM WITHOUT ENERGIZING OTHER ENERGY -CONSUMING APPLIANCES. A LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)." 4. INTERMITTENT WHOLE -HOUSE VENTILATION SYSTEMS SHALL BE CAPABLE OF OPERATING INTERMITTENTLY AND CONTINUOUSLY. THE VENTILATION RATE SHALL BE ADJUSTED ACCORDING TO THE EXCEPTION IN SECTION M1507.3.3. THE SYSTEM SHALL BE DESIGNED TO OPERATE AUTOMATICALLY BASED ON THE TYPE OF CONTROL TIMER INSTALLED. THE SYSTEM SHALL OPERATE AT LEAST ONE HOUR OUT OF EVERY FOUR. THE SYSTEM SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A 24-HOUR CLOCK TIMER. AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC CONTROL SHALL BE SET TO OPERATE ACCORDING TO THE SCHEDULE USED TO CALCULATE THE WHOLE HOUSE FAN SIZING. A LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)." M1507.3.2.1 OPERATING INSTRUCTIONS INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION, OPERATING INSTRUCTIONS, AND A WHOLE -HOUSE VENTILATION SYSTEM OPERATION DESCRIPTION. M1507.3.3 MECHANICAL VENTILATION RATE. THE WHOLE HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR TO EACH HABITABLE SPACE AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED IN ACCORDANCE WITH TABLE Ml507.3.30). TABLE M1507.3.30) - MINIMUM VENTILATION RATES (CONTINUOUSLY OPERATING SYSTEMS) BEDROOMS SQ FT 0-1 2-3 4-5 6-7 7+ <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 >7501 105 120 135 150 165 M1507.3.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS. THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS PERMITTED TO OPERATE INTERMITTENTLY WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25% OF EACH 4-HOUR SEGMENT AND THE VENTILATION RATE PRESCRIBED IN TABLE M1507.3.30) IS MULTIPLIED BY THE FACTOR DETERMINED IN ACCORDANCE WITH TABLE M1507.3.3(2). TABLE M1507.3.3(2) - VENTILATION RATE FACTORS (INTERMITTENTLY OPERATING SYSTEM) RUN TIME (4HR SEGMENT) 25% 33% 50% 66% 75% 100% FACTOR 4 3 2 1.5 1.3 1.0 VENTILATION CALC IF RUN CONTINUOUSLY: 60 CFM IF RUN INTERMITTENTLY: 25%: 240 CFM, 33%: 180 CFM, 50%: 120 CFM, 66%: 90 CFM, 75%: 78 CFM PREFERRED WHOLE -HOUSE VENTILATION OPTION M1507.3.4 WHOLE -HOUSE VENTILATION WITH EXHAUST FANS THIS SECTION ESTABLISHES MINIMUM PRESCRIPTIVE REQUIREMENTS FOR INTERMITTENT WHOLE HOUSE VENTILATION SYSTEMS WITH EXHAUST FANS. A SYSTEM WHICH MEETS ALL THE REQUIREMENTS OF THIS SECTION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS FOR A WHOLE HOUSE VENTILATION SYSTEM. CONTINUOUSLY OPERATING EXHAUST FAN WHOLE -HOUSE SYSTEMS SHALL PROVIDE OUTDOOR AIR AT THE FOLLOWING RATES CALCULATED USING TABLES M1507.3.30) AND M1507.3.3(2): 60 CFM (CONTINUOUS) INTERMITTENTLY OPERATING EXHAUST FAN WHOLE -HOUSE SYSTEMS SHALL PROVIDE OUTDOOR AIR AT THE FOLLOWING RATES CALCULATED USING THE FACTOR TABLE (Ml507.3.3(2)): EACH UNIT: 240 CFM (25%). 180 CFM (33%). 120 CFM (50%). 90 CFM (66%). 78 CFM (75%) SEE FLOOR PLANS FOR FAN LOCATIONS. OUTDOOR AIR SHALL BE SUPPLIED TO EACH HABITABLE SPACE. WHERE OUTDOOR AIR SUPPLY INTAKES ARE SEPARATED FROM EXHAUST VENTS BY DOORS, MEANS SHALL BE PROVIDED TO ENSURE AIRFLOW TO ALL SEPARATED HABITABLE SPACES BY INSTALLING DISTRIBUTION DUCTS, INSTALLED GRILLES, TRANSOMS, DOORS UNDERCUT TO A MINIMUM OF 2 INCH ABOVE THE SURFACE OF THE FINISH FLOOR COVERING, OR OTHER SIMILAR MEASURES WHERE PERMITTED BY THE INTERNATIONAL BUILDING CODE. M1507.3.4.4 OUTDOOR AIR INLETS. INLETS SHALL BE SCREENED OR OTHERWISE PROTECTED FROM ENTRY BY LEAVES OR OTHER MATERIAL. OUTDOOR AIR INLETS SHALL BE LOCATED SO AS TO NOT TAKE AIR FROM THE FOLLOWING AREAS: 1. CLOSER THAN 10 FEET FROM AN APPLIANCE VENT OUTLET, UNLESS SUCH VENT OUTLET IS 3 FEET ABOVE THE OUTDOOR AIR INLET. 2. WHERE IT WILL PICK-UP OBJECTIONABLE ODORS, FUMES OR FLAMMABLE VAPORS. 3. A HAZARDOUS OR UNSANITARY LOCATION. 4. A ROOM OR SPACE HAVING ANY FUEL- BURNING APPLIANCES THEREIN. 5. CLOSER THAT 10 FEET FROM A VENT OPENING OF A PLUMBING DRAINAGE SYSTEM UNLESS THE VENT OPENING IS AT LEAST 3 FEET ABOVE THE AIR INLET. 6. ATTIC, CRAWL SPACES OR GARAGES. M1506.2 EXHAUST OPENINGS. ALL EXHAUST OPENINGS SHALL COMPLY WITH 2O18 IRC SECTIONS R303.5.2 & R303.6. 1. ALL MECHANICAL WORK TO BE DESIGNED BY SUBCONTRACTOR AND SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 2. THE MECHANICAL WORK MUST ADHERE TO ALL REQUIREMENTS OF THE CONSTRUCTION DOCUMENTS. 3. VENTILATION OF ALL AREAS SHALL BE IN CONFORMANCE WITH WAC 51-11 AND WAC 51-13, 20181RC, CHAPTER 15, TABLES M1507.3.3(1) & M1507.3.3(2) 4. ALL EXTERIOR JOINTS AROUND WINDOWS AND DOORS, OPENINGS BETWEEN WALLS AND ROOF OR FOUNDATIONS, OPENINGS AT PENETRATIONS AND ALL OTHER SUCH OPENINGS SHALL BE SEALED, CAULKED, OR HAVE A GASKET OR WEATHER STRIPPING TO LIMIT AIR LEAKAGE PER THE 2018 WSEC. 2018 WSEC PRESCRIPTIVE REQUIREMENTS (ZONE 4C, PRESCRIPTIVE OPTION 3): CREDITS REQUIRED: 6.0 CREDITS FOR MEDIUM DWELLING UNIT. THE FOLLOWING CREDITS ARE PURSUED: FUEL NORMALIZATION OPTION 2: DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM (1.0 CREDIT) OPTION 1.3: EFFICIENT BUILDING ENVELOPE (0.5 CREDIT) OPTION 2.1: REDUCED AIR LEAKAGE AND EFFICIENT VENTILATION (0.5 CREDIT) OPTION 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDITS) OPTION 5.5: ELECTRIC HEAT PUMP WATER HEATER (2.0 CREDITS) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT PER 2018 WSEC TABLE R402.1.1 AND OPTION 1.3 FLOORS R-38 CEILINGS (VAULTED) R-38 CEILINGS R-49 (R-38 ADV.) EXTERIOR WALLS (FRAMED 16" O.C.) R-21 BELOW GRADE WALLS, INT. INSUL. R-21 + R-5 C.I. SLAB ON AND BELOW GRADE R-10 PERIMETER T.B. AND UNDER ENTIRE SLAB GLAZING - VERTICAL U-0.28 MAX. GLAZING - OVERHEAD U-0.50 MAX. GLAZING AREA UNLIMITED DOORS* 0.30 MAX w/ 1 EXEMPT DUCT INSULATION R-8 HOT WATER PIPE R-4 WINDOW AND DOOR HEADERS R-10 *EXTERIOR DOORS ARE TO BE 1- 4" SOLID CORE WITH FULL WEATHER STRIP AND TRESHOLD. ALL GLAZING IN EXTERIOR DOORS IS TO BE DOUBLE GLAZED WITH SAFETY GLASS. 5. CREDIT OPTION 2.1: REDUCE THE TESTED AIR LEAKAGE TO 3 AIR CHANGES PER HOUR MAX. VENTILATION TO BE PROVIDED BY HIGH EFFICIENCY FANS (0.35W / CFM). VENTILATION FANS SHALL BE "WHISPERWARM DC" AS MFR'D BY PANASONIC (0.11 W / CFM) OR APPROVED EQUAL. 6. CREDIT OPTION 3.6: DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH NO ELECTRIC RESISTANCE HEATING. SPLIT HEAT PUMP SYSTEMS SHALL BE DESIGN -BUILD AND HAVE A MIN. HSPF OF 10. 7. AN ALTERNATIVE HEATING SOURCE SIZED AT 0.5 WATTS / SF OR 500W, WHICHEVER IS LARGER, MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 FOOTNOTE 2. 8. CREDIT OPTION 5.5: WATER HEATING SYSTEM SHALL BE A HEAT PUMP WATER HEATER COMPLYING WITH TIER 3 OF NEEA'S ADVANCED WATER HEATING SPECIFICATION. WATER HEATER SHALL BE PRESTIGE PROPH50-T2-RH350-DCB AS MFR'D BY RHEEM OR APPROVED EQUAL. 9. SLAB ON GRADE FLOORS SHALL HAVE R-10 RIGID INSULATION UNDER THE ENTIRE SLAB WITH AN R-5 TAPERED THERMAL BREAK AT ALL SLAB EDGES. 10. GLAZING AREA ALLOWED IS UNLIMITED, GROUP R-3 ONLY. ALL EXTERIOR GLAZING SHALL BE DOUBLE GLAZED (MIN.). 11. ALL FURTHER CALCULATIONS ARE TO BE PROVIDED BY THE MECHANICAL CONTRACTOR PRIOR TO APPLYING FOR A MECHANICAL PERMIT. 12. HEATING DESIGN TEMPERATURES: (PER WA STATE ENERGY CODE) HEATING: 70 DEGREES INSIDE AND 46 DEGREES OUTSIDE. 13. PROVIDE DUCT INSULATION AS REQUIRED BY WSEC R403.2.1. 14. SOURCE SPECIFIC VENTILATION. VENTILATION (EXHAUST) SHALL BE PROVIDED IN BATHROOMS, KITCHENS, LAUNDRY ROOMS, POOL ROOMS AS WELL AS IN OTHER ROOMS WHERE EXCESS WATER VAPOR OR COOKING ODOR ARE PRODUCED, AS REQUIRED BY THE 2018 IRC, CH.15. PER TABLE M1507.4. 15. A WHOLE HOUSE VENTILATION SYSTEM SHALL BE INSTALLED OF EITHER INTERMITTENT OR CONTINUOUS OPERATION AS REQUIRED BY THE 2018 IRC, CH.15. 16. DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION PER WSEC 101.4.3.1 & 403.2 A SIGNED AFFIDAVIT DOCUMENTING THE DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR PRIOR TO AN APPROVED FINAL INSPECTION. 17. A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH WSEC 401.3 IS REQUIRED TO BE COMPLETED BY THE DESIGN PROFESSIONAL OR BUILDER AND PERMANENTLY POSTED WITHIN 3' OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. 18. INSULATION INSTALLERS SHALL PROVIDE A CERTIFICATION LISTING THE TYPE, MANUFACTURER AND R-VALUE OF INSULATION INSTALLED IN EACH ELEMENT OF THE BUILDING THERMAL ENVELOPE (WSEC R303.1.1) 19. THE BUILDING OFFICIAL, UPON NOTIFICATION, SHALL MAKE A WALL INSULATION INSPECTION IN ADDITION TO THOSE INSPECTIONS REQUIRED IN SECTION R109 OF THE IRC. THIS INSPECTION SHALL BE MADE AFTER ALL WALL AND CAVITY INSULATION IS IN PLACE AND PRIOR TO COVER (WSEC R104.2.1) 20. A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS FOR AIR PERMEABLE INSULATIONS IN VENTED ATTICS. (WSEC R402.2.3) 21. ACCESS HATCHES FROM CONDITIONED SPACES TO UNCONDITIONED SPACES SHALL BE WEATHER STRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES (WSEC R402.2.4) 22. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 5 AIR CHANGES PER HOUR. TESTING SHALL COMPLY WITH SECTION R402.4.1.2 OF THE 2018 WSEC. TEST RESULTS SHALL BE POSTED ON THE RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE (SEC 105.4) 23. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE PER 2018 WSEC 403.1. 24. MINIMUM 75% OF ALL INTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES. 25. ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES. 26. PER 2018 WSEC R402.2.7 FLOOR INSULATION SHALL BE INSTALLED TO MAINTAIN PERMANENT CONTACT WITH THE UNDERSIDE OF THE SUB -FLOOR DECKING. INSULATION SUPPORTS SHALL BE INSTALLED SO SPACING IS NO MORE THAN 24" ON CENTER. FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. 27. U-FACTORS OF FENESTRATION PRODUCTS (WINDOWS, DOORS AND SKYLIGHTS) SHALL BE DETERMINED IN ACCORDANCE WITH NFRC 100. PRODUCTS SHALL BE LABELED AND CERTIFIED BY THE MFR. PLUMBING NOTES 1. ALL PLUMBING WORK IS TO BE DESIGNED BY SUBCONTRACTOR AND SHALL COMPLY WITH ALL APPLICABLE CODES AND ORDINANCES. 2. PLUMBING CONTRACTOR SHALL OBTAIN AND PAY FOR ALL REQUIRED PERMITS RELATED TO THE PARTY'S SCOPE OF WORK. 3. PROVIDE PRESSURE RELIEF VALVE FOR HOT WATER TANK. DRAIN TO THE OUTSIDE OF THE BUILDING WITH DRAIN END NOT MORE THAN TWO FEET NOR LESS THAN 6" ABOVE THE GROUND, POINTING DOWN. 4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER 4 FT TALL SHALL BE STRAPPED DOWN TO PREVENT OVERTURN IN THE EVENT OF AN EARTHQUAKE. 5. HOT WATER HEATERS LOCATED IN GARAGES SHALL BE ELEVATED PER 2018 IRC P2801.6. 6. PROVIDE AN APPROVED BACK FLOW PREVENTION DEVICE AT ALL HOSE BIBS. 7. CONTRACTOR SHALL PROVIDE A DWV AND HOT WATER DISTRIBUTION RISER DIAGRAM FOR COUNTY AND ARCHITECT REVIEW. 8. EACH HORIZONTAL DRAINAGE PIPE SHALL BE PROVIDED WITH A CLEANOUT AT ITS UPPER TERMINAL. 9. CONTRACTOR TO PROVIDE HORIZONTAL DRAINAGE PIPING THAT MEETS UPC FOR SLOPE REQUIREMENTS. DRYWALL NOTES 1. PROVIDE%" GYPSUM WALL BOARD FOR NON -RATED ASSEMBLIES AND 4" TYPE X GWB FOR 1-HOUR RATED ASSEMBLIES WITH ALL EXPOSED JOINTS AND FASTENER HEADS SMOOTH AND FLUSH WITH SURFACE OF BOARDS, JOINTS TAPED AND PREPARED FOR APPLICATION OF FINISH, USE WATER-RESISTANT BOARD AT ALL WET AREAS TO 4' AFF. 2. "RECOMMENDED SPECIFICATIONS FOR THE APPLICATION AND FINISHING OF GYPSUM BOARD LATEST EDITION, AS PUBLISHED BY THE GYPSUM ASSOCIATION (ALSO PUBLISHED AS ANSI 97. 1 AND " USING GYPSUM BOARD AND CEILING", LATEST EDITION). 3. WHEN GYPSUM BOARD IS USED AS A BASE FOR TILE OR WALL PANELS FOR TUB, SHOWER OR WATER CLOSET COMPARTMENT WALLS, WATER RESISTANT GYPSUM BACKING BOARD SHALL BE USED PER IRC SECTION R702.4.2 CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT v `W v O =O N Z00 Z 0� O� O Z O O LU "' J w aw F- LU Oa 0 CD CM M City of EDMONDS Permit Set October 7, 2022 Revision 1 10/21 /22 Revision 2 04/03/23 Revision 3 09/15/23 Revision 4 02/05/24 Revision 5 06/10/24 b Revision 6 08/22/24 FOR PLANNING DEPT USE ONLY ARCHITECTURAL GENERAL NOTES SCALE: AS NOTED AOO UNIT Window, Skylight and Door Schedule Project Information 310 DALEY TOWNHOMES - UNIT A 310 DALEY STREET EDMONDS, WA 98020 Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U-factor 1: AND-N-84-00899-00001 MFR. 0.27 2: AND-N-82-03683-00001 MFR. 0.28 10: AND-N-82-03683-00001 MFR. 0.28 11: AND-N-84-00899-00001 MFR. 0.27 12: AND-N-82-03683-00001 MFR. 0.28 11 AND-N-82-03683-00001 MFR. 0.28 26: AND-N-82-03683-00003 MFR. 0.28 2T AND-N-82-03683-00003 MFR. 0.28 28: AND-N-82-03683-00003 MFR. 0.28 29: AND-N-82-03683-00001 MFR. 0.28 44: AND-N-82-03683-00001 MFR. 0.28 45: AND-N-84-00899-00001 MFR. 0.27 46: AND-N-82-03683-00001 MFR. 0.28 4T AND-N-82-03683-00001 MFR. 0.28 48: AND-N-82-03683-00001 MFR. 0.28 49: AND-N-82-03683-00001 MFR. 0.28 50: AND-N-82-03683-00001 MFR. 0.28 51: AND-N-82-03683-00001 MFR. 0.28 52: AND-N-82-03683-00001 MFR. 0.28 51 AND-N-82-03683-00001 MFR. 0.28 A: Jeld-Wen Full-Lite w/ Low-E Glazing MFR. 0.29 J: AND-N-100-01122-00001 MFR. 0.29 K: AND-N-100-01122-00001 1MFR. 0.29 Contact Information CITIZEN DESIGN 10 DRAVUS SEATTLE, WA, 98109 206.535.7908 Width Height Qt. Feet Inch Feet Inch Width Height Qt. Feet Inch Feet Inch EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area simple Heating system Size: Washington State Area UA 11 111 11 111 Area UA 10.0 2.70 20.0 5.60 15.0 4.20 8.0 2.16 16.0 4.48 10.0 2.80 26.0 7.28 26.0 7.28 38.5 10.78 10.0 2.80 27.5 7.70 11.0 2.97 7.5 2.10 7.5 2.10 7.5 2.10 7.5 2.10 5.01 1.40 5.0 1.40 5.0 1.40 7.5 2.10 0.0 0.00 0.0 0.00 21.0 6.09 42.0 12.18 42.0 12.18 375.5 105.90 0.28 This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at energycode@energy.wsu.edu or (360) 956-2042 for assistance. Project Information Contact Information 310 DALEY TOWNHOMES - UNIT A CITIZEN DESIGN 310 DALEY STREET 10 DRAVUS, SEATTLE, WA 98109 EDMONDS, WA 98020 206.535.7908 Heating System Type: O All other Systems O Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Edmonds Design Temperature Difference (AT) 46 I AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1,774 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 8.3 14,723 Glazing and Doors U-Factor X Area = UA Instructions tou-0.28 , 0.280 376 105.28 Skylights Instructions Insulation U-Factor X Area = UA 0.50 01 --- Attic U-Factor X Area = UA Instructions �Select R-Value � No selection 0 --- Single Rafter or Joist Vaulted Ceilings J U-Factor X Area UA Instructions R-38 Vented V 0.027 719 19.41 eeFlgurel) J Above Grade WalJR-21 U-Factor X Area UA Instructions Intermediate V 0.056 1, 956 109.54 Floors U-Factor X Area UA _ Instructions R-38 0.025 1,446 36.15 Below Grade Walls (see Figure 1) U-Factor X Area UA instructions No Below Grade Walls in V 0.028 0� this project. L Slab Below Grade (see Figure 1) F-Factor X Length UA Instructions 0.303 0� --- No Slab Below Grade in this project. V Slab on Grade (see F urel F-Factor X Length UA Instructions 0.360 73 26.40 R-10 R insulin - Location of Ducts Instructions 1 Duct Leakage Coefficient NO Ducills V 1.00 Sum of UA 296.77 Envelope Heat Load 13 652 Btu / Hour Figure 1. Above Grade Sum of UA x AT Air Leakage Heat Load 7,314 Btu / Hour Volume x 0.6 x AT x 0.018 Building Design Heat Load 20,966 Btu / Hour Air leakage + envelope heat loss Building and Duct Heat Load 20,966 Btu / Hour Ducts in unconditioned space: sum of building heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 26,207 Btu / Hour Buildinq and duct heat loss x 1.40 for forced air furnace Buildinq and duct heat loss x 1.25 for heat pump UNIT B M Window, Skylight and Door Schedule Project Information Contact Information 310 DALEY TOWNHOMES - UNIT B CITIZEN DESIGN 310 DALEY STREET 10 DRAVUS SEATTLE, WA, 98109 M EDMONDS, WA 98020 206.535.7908 M Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U-factor 3: AND-N-82-03683-00001 MFR. 0.28 4: AND-N-84-00899-00001 MFR. 0.27 14: AND-N-82-03683-00001 MFR. 0.28 15: AND-N-82-03683-00001 MFR. 0.28 16: ND-N-84-00899-00001 MFR. 0.27 25: AND-N-82-03683-00003 MFR. 0.28 42: AND-N-82-03683-00001 MFR. 0.28 41 AND-N-84-00899-00001 MFR. 0.27 B: Jeld-Wen Full-Lite w/ Low-E Glazing MFR. 0.29 L: AND-N-100-01122-00001 1MFR. 10.29 Width Height Qt. Feet Inch Feet Inch Width Height Qt. Feet Inch Feet Inch EMEEE EEEME EEEEE EMEME EEEEE EEEME EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE EEEEE Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Area UA 11 111 11 111 I_�. �gy 1 16.0 4.48 8.0 2.16 12.0 3.36 16.0 4.48 8.01 2.16 15.8 4.41 27.5 7.70 11.0 2.97 0.0 0.00 0.0 0.00 0.0 0.00 21.0 6.09 42.0 12.18 177.3 49.99 0.28 Simple Heating System Size: wasnington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at energycode@energy.wsu.edu or (360) 956-2042 for assistance. Project Information Contact Information 310 DALEY TOWNHOMES - UNIT B CITIZEN DESIGN 310 DALEY STREET 10 DRAVUS, SEATTLE, WA 98109 EDMONDS, WA 98020 206.535.7908 Heating System Type: o all other systems O Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Design Temperature Difference (AT) 46 mond' AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1,407 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 8.3 11,717 Glazing and Doors U-Factor X Area = UA Instructions 1 u-0z8 IV J 0.280 177 49.56 Skylights U-Factor X Area = UA Instructions 0.50 --- Insulation Attic U-Factor X Area = UA Instructions Select R-Value . No selection 0 --- Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions R-38Vented 0.027 570 15.39 Above Grade Walls (see Figure 1) U-Factor X Area UA Instructions R-21 Intermediate � 0.056 770 43.12 � J Floors U-Factor X Area UA Instructions � 0.025 1,140 28.50 R-38 Below Grade Walls (see Figure 1) U-Factor X Area UA Instructions L 0.028 No Below Grade Walls in this project. J Slab Below Grade (see Figure 1) F-Factor X Length UA Instructions 0.303 0� --- No Slab Below Grade in this project Slab on Grade (see F ure1) F-Factor X Length UA Instructions � 0.360 66 23.58 R-10 Fully Insulated Location of Ducts Instructions 1 Duct Leakage Coefficient No Ducts 1 1.00 Sum of UA 160.15 Envelope Heat Load 7 367 Btu / Hour Figure 1. Above Grade Sum of UA x AT Air Leakage Heat Load 5,821 Btu / Hour Volume x 0.6 x AT x 0.018 Building Design Heat Load 13,188 Btu / Hour Air leakage + envelope heat loss Building and Duct Heat Load 13,188 Btu / Hour Ducts in unconditioned space: sum of building heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 16,485 Btu / Hour Buildinq and duct heat loss x 1.40 for forced air furnace Buildinq and duct heat loss x 1.25 for heat pump CITIZEN DESIGN RESUB Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT v `W v 0 o N Zao o� 0 O Z O O W "' J w Q w H w O Q CD CM M City of EDMONDS Permit Set October 7, 2022 ZN Revision 1 10/21/22 ZL Revision 2 04/03/23 Revision 3 09/15/23 Revision 4 02/05/24 Revision 5 06/10/24 A6 Revision 6 08/22/24 FOR PLANNING DEPT USE ONLY ENERGY CODE ANALYSIS: M UNITS AAND B SCALE: AS NOTED A002 UNIT Window, Skylight and Door Schedule Project Information 310 DALEY TOWNHOMES - UNIT C 310 DALEY STREET EDMONDS, WA 98020 Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U-factor 5: ND-N-84-00899-00001 MFR. 0.27 6: AND-N-82-03683-00001 MFR. 0.28 17: ND-N-84-00899-00001 MFR. 0.27 18: AND-N-82-03683-00001 MFR. 0.28 19: AND-N-82-03683-00001 MFR. 0.28 24: AND-N-82-03683-00001 MFR. 0.28 40: AND-N-84-00899-00001 MFR. 0.27 41: AND-N-82-03683-00001 MFR. 0.28 C: Jeld-Wen Full-Lite w/ Low-E Glazing MFR. 0.29 L: AND-N-100-01122-00001 1MFR. 0.29 Contact Information CITIZEN DESIGN 10 DRAVUS SEATTLE, WA, 98109 206.535.7908 Width Height Qt. Feet Inch Feet Inch Width Height Qt. Feet Inch Feet Inch MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME MMEME Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Area UA 11 111 11 111 Area UA 8.0 2.16 16.0 4.48 8.0 2.16 16.0 4.48 12.01 3.36 15.8 4.41 11.0 2.97 27.5 7.70 0.0 0.00 0.0 0.00 0.0 0.00 21.01 6.09 42.01 12.18 177.3 49.99 0.28 Simple Heating System size: Washington state This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at energycode@energy.wsu.edu or (360) 956-2042 for assistance. Project Information Contact Information 310 DALEY TOWNHOMES - UNIT C CITIZEN DESIGN 310 DALEY STREET 10 DRAVUS, SEATTLE, WA 98109 EDMONDS, WA 98020 206.535.7908 Heating System Type: O All Other Systems Heat Pump To see detailed instructions for each section, place your cursor on the word 'Instructions" Design Temperature Instructions Design Temperature Difference (AT) 46 Edmonds V AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1,407 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 8.3 11,717 Glazing and Doors U-Factor X Area = UA Instructions ILU-0.28 - 0.280 177 49.56 Skylights U-Factor X Area = UA Instructions 0.50 -- Insulation Attic U-Factor X Area = UA Instructions L Select R-Value . No selection 0� --- Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Inst uctio'7s I R-38Vented 0.027 570 15.39 Above Grade Walls (see Figure t) J U-Factor X Area UA Instructions IL R-21Intermediate 0.056 770 43.12 Floors U-Factor X Area UA Instructions 0.025 1,140 28.50 R-38 Below Grade Walls (see Figure 1) U-Factor X Area UA Instructions 0.028 0� No Below Grade Walls in this project. ® -------- Slab Below Grade (see Figure 1) F-Factor X Length UA Instructions I I 0.303 0� --- No Slab Below Grade in this project. I� Slab on Grade (see Figure 1) F-Factor X Length UA Instructions � 0.360 66 23.58R-10 Fully Insulated � Location of Ducts Instructions y Duct Leakage Coefficient No Ducts 1.00 Sum of UA 160.15 Envelope Heat Load 7 367 Btu / Hour Figure 1. Above Grade Sum of UA x AT Air Leakage Heat Load 5,821 Btu / Hour Volume x 0.6 x AT x 0.018 Building Design Heat Load 13,188 Btu / Hour Air leakage + envelope heat loss Building and Duct Heat Load 13,188 Btu / Hour Ducts in unconditioned space: sum of building heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 16,485 Btu / Hour Buildinq and duct heat loss x 1.40 for forced air furnace Buildinq and duct heat loss x 1.25 for heat pump UNIT D M Window, Skylight and Door Schedule Project Information Contact Information 310 DALEY TOWNHOMES - UNIT D CITIZEN DESIGN 310 DALEY STREET 10 DRAVUS SEATTLE, WA, 98109 M EDMONDS, WA 98020 206.535.7908 M Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U-factor 7: AND-N-82-03683-00001 MFR. 0.28 8: AND-N-84-00899-00001 MFR. 0.27 9: AND-N-82-03683-00001 MFR. 0.28 20: AND-N-82-03683-00001 MFR. 0.28 21: AND-N-82-03683-00003 MFR. 0.28 22: AND-N-82-03683-00003 MFR. 0.28 23: AND-N-82-03683-00003 MFR. 0.28 30: AND-N-84-00899-00001 MFR. 0.27 31: AND-N-82-03683-00001 MFR. 0.28 32: AND-N-82-03683-00001 MFR. 0.28 33: AND-N-82-03683-00001 MFR. 0.28 34: AND-N-82-03683-00001 MFR. 0.28 35: AND-N-82-03683-00001 MFR. 0.28 36: AND-N-82-03683-00001 MFR. 0.28 37: AND-N-82-03683-00001 MFR. 0.28 38: AND-N-84-00899-00001 MFR. 0.27 39: AND-N-82-03683-00001 MFR. 0.28 D: Jeld-Wen Full-Lite w/ Low-E Glazing MFR. 0.29 I: AND-N-100-01122-00001 MFR. 0.29 N: AND-N-100-01122-00001 MFR. 0.29 Width Height Qt. Feet Inch Feet Inch 1 Width Height Qt. Feet Inch Feet Inch Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Area UA 11 111 11 111 Area UA 20.0 5.60 10.0 2.70 15.0 4.20 10.0 2.80 38.51 10.78 26.0 7.28 26.0 7.28 10.0 2.70 5.0 1.40 5.0 1.40 5.0 1.40 7.5 2.10 7.5 2.10 7.5 2.10 7.5 2.10 11.0 2.97 27.5 7.70 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 21.0 6.09 42.01 12.18 42.01 12.18 344.0 97.06 0.28 Simple Heating System Size: Washington state This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at energycode@energy.wsu.edu or (360) 956-2042 for assistance. Project Information Contact Information 310 DALEY TOWNHOMES - UNIT D CITIZEN DESIGN 310 DALEY STREET 10 DRAVUS, SEATTLE, WA 98109 EDMONDS, WA 98020 206.535.7908 Heating System Type: O All Other Systems Heat Pump To see detailed instructions for each section, place your cursor on the word 'Instructions" Design Temperature Instructions Design Temperature Difference (AT) 46 Edmonds i AT = Indoor (70 degrees) - Outdoor Design Temp _ J Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 1,774 Average Ceiling Height Conditioned Volume instructions Average Ceiling Height (ft) 8.3 14,723 Glazing and Doors U-Factor X Area = UA Instructions u-o.zs . 0.280 344 96.32 I Skylights U-Factor X Area = UA Instructions 0.50 0� --- Insulation Attic U-Factor X Area = UA Instructions Select R-Value No selection 0 --- Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions 6[R-38 Vented 0.027 719 19.41 Above Grade Walls (See Figure 1) U-Factor X Area UA Instructions R-21Intermediate V 1 0.056 1,996 111.78 J Floors U-Factor X Area UA Instructions 0.025 1,438 35.94 R-38 V Below Grade Walls (see Figure 1) U-Factor X Area UA Instructions No in V 0.028 Below Grade Walls this project. Slab Below Grade (see Figure 1) F-Factor X Length UA Instructions I � 0.303 0� --- 1 No Slab Below Grade in this project. Slab on Grade (see Figure 1) F-Factor X Length UA Instructions � 0.360 73 26.40 6R-10 Fully Insulated Location of Ducts Instructions I No Ducts J Duct Leakage Coefficient 1.00 Sum of UA 289.84 Envelope Heat Load 13 333 Btu / Hour Figure 1. Sum of UA x AT Air Leakage Heat Load 7,314 Btu / Hour Volume x 0.6 x AT x 0.018 Building Design Heat Load 20,647 Btu / Hour Air leakage + envelope heat loss Building and Duct Heat Load 20,647 Btu / Hour Ducts in unconditioned space: sum of building heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 25,809 Btu / Hour Buildinq and duct heat loss x 1.40 for forced air furnace Buildinq and duct heat loss x 1.25 for heat pump CITIZEN DESIGN RESUB Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT v `W v 0 o N Zao o� 0 0 Z O 0 W "' J w Q W H W CDQ 0 tI CD CM M City of EDMONDS Permit Set October 7, 2022 ZN Revision 1 10/21/22 ZL Revision 2 04/03/23 Revision 3 09/15/23 Revision 4 02/05/24 Revision 5 06/10/24 A6 Revision 6 08/22/24 FOR PLANNING DEPT USE ONLY ENERGY CODE ANALYSIS: M UNITS CAND D SCALE: AS NOTED A003 2018 Washmgton Stare Energy Code- Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Stngle Family - New &Additions (effective February 1, 2021) vttevcr These requirements apply to all 1RC building types, including detached one- and two-famity dwellings and multiple single-family dwellings (townhouses). ct taftwmatka Contod kiforme0on 10 DW eV Townho-re5 (TYRALLUNITS) Jacob your 310 Daley St Edmaricls WA 96020 ivouno@co4aborawom.com Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values Iisted. based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant - Provide all information from the blowing tables as budding permit drawiings: Table R402.1- Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 4106.3 - Energy Credits. Aurhorited Represen-4ative I Deft i All Cli nat4 Zoom 11rable R402.1.1 ii-value • N-FtlOW ° Fenestration U-;actor nla 0,30 Skylight U-Facto► b n/a 0-30 Glazed hvnestratlon SHGC °'' n/a n/a Calling' 49 0,026 Wood Frame Wag az 21 Int 0.056 Floor 30 0-029 Below Grade Wall `^ 10/15/21 int • TO 0,042 Slab' R-Value & Dep th 10, 2 It n/a R-values are muu moms. U-factors and SW are mavenums When insulation is installed m a cavity that It less a than the label or design thickness of the insulaton, the compressed R-value of the Insulation Itom Appendix Table A10L4 shall not be less than the R-value s cAied in the table_ b TM fenestrat-on U-factor column excludes sit . hts- "10/15/21 -STB' means R-10 conti-woos iniulation on the exterior of the wall, or R-15 continuous Insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the interior of the baserneni wall. "10/1S/21 STB' shall be permitted to be met Frith R-13 cavrty insulation on the interior of the basement war plus R-5 continuous insulation on the LWonor or extrrtor of the wal'. "STR' meam R-S thermal break tietween floor slab and basement wall, Q R-10 continuous insulation is required under heater slab on giade floors See Section R402.2.9.1. For wig4 rafter• or foiv.vaufted ceilings, the insulation may be reduced to Il-38 if the full insulation depth e extends over the top plate of the exteow wall R-7.5 continuous insulation iistaliled over an existing &Wb is deemed to be equivalent to the required perimeter f slab insulation when applied to edsting stabs complying with Section RS01I.1. If foam plastic is used, it shall meat the requirements for thermal barriers protecting foam plastics - for 109 structures developed in compliance with Standard ICC 400, ictg walls shah meet the regtlireneents for g c-Nmtrte zone S of ICC 400. lnt, (intermediate framinBI denotes fram=ng and insulation as described in Section A103,2.1 irtckKtttg s:anciard h framing 16 Inches on center. 78% of the will cavity insulated and headers insulated with a minimum of R-10 H%Oarron. Preecrove Pool - sinyib Fetmov 2318'r wri, vVi SIPMa Erwgv Coder-R 20I8 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for AN Clinswe Zones In Washington Single Ftitrtdty-New a Add1Vons,t %*'Februaty 1. 2WA Each dwelling unit in o residential building shall comply with sufficient options from Table R406.2 (fuel nofmatiratlon credits) and Table 406.3 (energy credits) to Achieve the following minimum number of credits, To claim this credit, the building permit drawings shall specify the option selected and the maximum tested budding air leakage, and show the qualifying ventilation system and its controi sequence of operation. 1- Small Dwelling Unit: 3 credits Dwelling units less than L500 sf In conditioned floor area with less than 300 sf of fenestration area Additions to existing building that are greater than 500 sf of heated floor area but Ifte. than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in M1 or 43 3 Larga Dwrlfing Unit; 7 orgies Dwelling units exceeding 5,000 sf of conditioned floor area 4_ Additions less than 500 square feet: 1.5 vritl!s All other additions %hall rr►ert 1-3 above More seleel tg your credits on this Summary table, review the details In Table ,106.3 (Single Family(, on oMe 4 Summary of Table R406.2 Nest" dm Fuel Norn►arbation Descriptions Credits - select ONE heating op"on User Notes i Combustion heating minimum NIAECA" 0.0 O 2 Heat punW 1.0 O 3 Electric resistance heat only - furnace or zonal -1.0 O 4 DHP with zonal electric resistance per option 34 0.5 O 5 All other heating systems -1.0 1 O Esfww Energy Credit Opt6oin Dewiptions Credits - soMct ONE energy option from each catetory' 11 Efficlem 8utiding Enveiaoe 0,5 O 1.2 Effiicic%t 6urklmg Envriopc 1.0 O 1.1 Effitier►t buildrry. t Envelope 0.5 (D 1.4 Efficient Buikfing Envelope 1.0 O 1.S Fffiicient Rurit ling Fnvi:lopc 1.0 O 1.6 Efficient Building Envelope 1.0 O 1.7 Efficient Building Envelope OS O 2.1 Air leakage Control and Efficient Ventilation 0.5 O 1.2 Air Leakap Control and Efficient Ventilation 1.0 O 2.3 AN I.Amikage Control dnd Efficient Ventilation is O 2.4 Air Leaks o Control and Efficient Ventilation 2,0 O 3.111 High Efflcieticy HVAC 1.0 O 2 High E>fid HVAC 1,0 O 3.10 Hlgh Efficiency HVAC 15 O 3.4 High Efficiency HVAC I.S O 3.5 High Efficiency HVAC 1.5 O 3.6' High Elflclency HVAC 1.0 O 4.1 High Efficiency HVAC Dotnbution Systern 0.5 O 4.2 High Efficiency HVAC Distribution System 1,0 O Pt6WX fiwPtdh-6ingiaFamiiy 2.31fl1'1'uere,VXr StW*ErW9yC0de-q 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for Afl Climate Zones in Washington Single Family - Kew r6 Additions (aHective February 1, 2021) Summary of Table R406.2 (coot.) Energy Optims Energy Cmdit Option Descripbons (cunt-) Credits - select ONE energy option from eacah eatemory' Vsrr Notes 51r Efrdent Water l4ealing ❑ O O O 0 O 5.2 Efficient Water Heating D.5 51 Efficient Water Heating 1-0 5.4 Ffficient Water Heats 1.S 5.5 Effident Water Heats 2-0 5.5 Efficient Water Hearing 0 2.5 61' Renowable Elw.ric Energy f.3 crrd,ti max) 1 A 7.1 Appliance Pack 0.5 rotat OedMts E.0 1011illwouW I caw Form a An alternative heating sauna sired at a maximum of 0 5 W/sf lequivaiont) of heateo fiocu area or SOD W. whichever is bigger, may be installed in the dwelling unit b. £qutpment listed in Table C403.3.214) or C403.3.215) c. Equipment fisted in Table C403.3.211) or C403.3.212) d, You cttmtot select more than one option from any category EXCEPT in category S. Option S.,1 may be combined with options S-2 "wough S.6. See Table 406.3. e. 1,0 credit for each 1.200 kWh of electrical generation provided annually, up to 3 credo. male See the complete Table R406.2 for all requirements acid option descriptions + Use the sine rod o bwon n the upper -q t of t-ie second cokurtn ro deselect radiobuttot-s n that group Please prIM cwd popm 1 through 3 of this worksheel for futftsiion to ywr- twilding official. P'eucrV.1" Poo, - sillyle Fatnoo 2318'iVa9-itgiyt °,ip a Eriogy Code-R CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z o 00 o% O Z Z 0 L U L1 J w Q W H w Q C3 0 CM M City of EDMONDS Permit Set October 7, 2022 ZN Revision 1 10/21/22 ZL Revision 2 04/03/23 Revision 3 09/15/23 Revision 4 02/05/24 Revision 5 06/10/24 �6 Revision 6 08/22/24 FOR PLANNING DEPT USE ONLY ENERGYCODE ' COMPLIANCE: M ALL UNITS L SCALE: AS NOTED A004 TREE TABLES EXISTING TREES MARK TRUNK 0 DRIP LINE 0 SPECIES CONDITION REMOVED? NOTES 1 11" 10 FT REDWOOD FAIR YES POOR FORM, FORKED LOWER TRUNK 2 14" 20 FT FLOWERING CHERRY GOOD YES COMPROMISED BY CONSTRUCTION 3 7" 10 FT NORWAY MAPLE GOOD NO ON BOUNDARY LINE PROPOSED TREES MARK TRUNK 0 SPECIES A 1%" PYRAMIDAL EUROPEAN HORNBEAM (CARPINUS BETULUS 'FASTIGIATA') B 1%" PYRAMIDAL EUROPEAN HORNBEAM (CARPINUS BETULUS 'FASTIGIATA') C 1%" PYRAMIDAL EUROPEAN HORNBEAM (CARPINUS BETULUS 'FASTIGIATA') D 1%" PYRAMIDAL EUROPEAN HORNBEAM (CARPINUS BETULUS 'FASTIGIATA') E 1%" PYRAMIDAL EUROPEAN HORNBEAM (CARPINUS BETULUS 'FASTIGIATA') AVERAGE GRADE CALCULATION (53.39') + (54.09') + (54.10 + (53.75') 4 215.39 = 53.85' 4 / / ya 408 3RD AVENUE N APN:004342-119-038-00 / /4 ZONED: RS-6 �� 4", A / Z LU w q Q S 0 ° 12 e CATCH BASIN o4 z �/ •RIM=51.25' M / O� j IE=48.45' (BTM) IE=49.55' (8" W) STORM MANHOLE RIM=51.77' + IE=46.62' (N-S) q � / IE=48.97' (E) TYP. / CATCH BASIN 3 RIM=51.58' o� IE=49.38' (BTM) C / IE=49.78' (8" WP. W w-WW SANITARY MANHOLE RIM=52.04' IE=45.34' Vry� CENTERLINE MONUMENT e a FOUND EXISTING p '� MONUMENT IN CASE ON a a a JULY 27, 2021 ° D . V N=300,639.0910 p E=1,260,998.0680 o a 3 a a p N W ° n j✓/ �A a Doti h. , i U 00 I I 00 a a 4� cV I 30'-0" HALF ROW ZONING SITE PLAN SCALE: 1 " = 10' / CO OKI Zone BD-2 Corner Flag _ Setbacks: Required Actual Front of ------------------------ ------------- Sides 0f ------------' '-------- Rear o' Other 30' 29' Height FG = 54.95'± 20 \ � I 305 4TH AVENUE N AP N : 004342-026-005-00 23 ZONED: BDI5 14 FG = 54.50'± 24'-0" BACKING DISTANCE - 303 4TH AVENUE N APN:004342-026-009-01 ZONED: BD-5 CATCH BASIN RIM=53.94' IE UNAVAILABLE (FILLED IN) _4 ^ 24 TYP. + tilb A\' n +� / CATCH BASIN RIM=53.71' 3 jIE=51.71' (BTM) IE=51.81' 00" SW) IE=51.21' (6" NE) ti ti P _�_ �K 4? P _ _ TYP. P'' 24 16-0" ALLEY' Z o \ Z) a �n O� I w CD o m N 26 =adz M o M o (4, V 4,A �$L, TRUE PROJECT I r 0 5 10 20 Q 1 =10 ZL ZL KEYNOTES 1. (N) STREET FRONTAGE IMPROVEMENTS PER CIVIL. (SHOWN FOR REF. ONLY) 2. (E) TREE TO REMAIN. 3. SURVEYED LOCATION OF (E) UTILITIES. SHOWN FOR REF. ONLY. 4. DEMOLISH (E) DUPLEX AND GARAGE UNDER SEPARATE PERMIT. 5. REMOVE (E) UTILITY POLE, GUY, AND OVERHEAD STRIKES. 6. (N) UTILITY POLE PER CIVIL. SHOWN FOR REF. ONLY. 7. (N) UNDERGROUND POWER SERVICE FOR NEIGHBORING LOT PER CIVIL. SHOWN FOR REF. ONLY. 8. 2 FT MAX HT CONCRETE WALL PER STRUCTURAL. 9. 4 FT WIDE CONCRETE WALK PER CIVIL. 10. 4 FT WIDE SITE STAIRS (3R @ 6", 2T @12"). 11. 8.5 FT x 16.5 FT PARKING SPACE. 12. (N) TREE PER LANDSCAPE. SHOWN FOR REF. ONLY. 13. LINE OF CANOPY (ABOVE). 14. REMOVE (E) TREE. 15. (N) LOT LINE ESTABLISHED UNDER PLN2023-0069. 16. (N) BIORETENTION PLANTER PER CIVIL. SHOWN FOR REF. ONLY. 17. (N) DETENTION VAULT PER CIVIL. SHOWN FOR REF. ONLY. 18. (N) UTILITIES PER CIVIL. SHOWN FOR REF. ONLY. 19. (E) ELECTRICAL METER TO REMAIN. 20. STREET -FACING PEDESTRIAN AREA (640± SF TOTAL) 21, AT -GRADE AMENITY AREA (309± SF TOTAL) Q22. LINE OF BALCONY ABOVE 23. 3FT. BY 20.5FT. REFUSE STAGING AREA. (EIGHT 28"x35" BINS) 24. (E) OVERHEAD ELECTRICAL SERVICE TO NEIGHBORING PARCEL TO REMAIN. REROUTE TO (N) UTILITY POLE. 25. (N) ENTRY WALKWAY AND STAIRS. REF. A2.1 FOR DETAILS. 26. REROUTE (E) OVERHEAD ELECTRICAL LINE TO (N) UTILITY POLE. 27. SHORT-TERM BICYCLE PARKING (CYCLESAFE U/2 OR EQUAL). A4' 28. TRASH/RECYCLING STORAGE IN PRIVATE GARAGE. EDMONDS DESIGN STANDARDS CODE COMPLIANCE 2018 SRC / TYPE V-B / OCC. R3 / ZONED BD2 PERMITTED USES: ALLOWED: TOWNHOUSES, RENTAL, (ECDC 16.43.020) OFFICE, RESTAURANTS PROPOSED: TOWNHOUSES LOT AREA: N/A: NO REQUIREMENT (ECDC 16.43.030.A) LOT WIDTH: N/A: NO REQUIREMENT (ECDC 16.43.030.A) SETBACKS: N/A: NO REQUIREMENT (ECDC 16.43.030.A) STRUCTURE HEIGHT: ALLOWED: 30 FT ABV AVG (E) GRADE (ECDC 16.43.030.A) (REF. CALC, THIS SHEET) 53.85' + 30' = 83.85' PROPOSED: 83.85' (REF. A3.1-A3.3) GROUND FLOOR HEIGHT: N/A: SITE NOT LOCATED IN (ECDC 16.43.030.A) DESIGNATED FRONTAGE GROUND FLOOR ELEV.: N/A: SITE NOT LOCATED IN (ECDC 16.43.030.B.5) DESIGNATED FRONTAGE GROUND FLOOR USES: N/A: SITE NOT LOCATED IN (ECDC 16.43.030.B.7) DESIGNATED FRONTAGE (ECDC 16.43.030.B.10.E) OPEN SPACE: N/A: OPEN SPACE REQ'S (ECDC 16.43.030.E) APPLY TO LOTS IN EXCESS OF 12,000 SF AND TO BLGS WITH STREET FRONTAGE EXCEEDING 120 FT IN WIDTH. NEITHER IS TRUE OF THIS PROJECT. DENSITY: N/A: NO LIMIT (ECDC 16.43.030.F) SCREENING: N/A: SITE IS NOT ADJACENT TO (ECDC16.43.030.H) Q - _ R-ZONED PROPERTY PARKING: REQUIRED: 1 SPACE PER UNIT (ECDC 17.50.010.C) (4) UNITS x 1 = (4) SPACES REQ'D PROPOSED: (6) SPACES PROVIDED EXTERIOR MATERIALS: REQUIRED: EXTERIOR MATERIALS TO (ORD. 4256 22.43.080.13) BE STONE, WOOD, GLASS, ARCH'L METAL AND/OR BRICK. OTHER MATERIALS WHICH REPLICATE THE APPEARANCE OF THESE MATERIALS MAY BE USED. PROPOSED: EXTERIOR MATERIALS INCLUDE BRICK, CEDAR LAP SIDING, VERT. PLANK SIDING AND DETAIL PANELS. REF. A3.1-A3.3 FOR DETAILS. PRIVATE AMENITY SPACE: REQUIRED: AMENITY AREAS EQUAL (ORD. 4256 22.43.080.C) TO 10% OF LOT AREA 0.10*4641 =464SF PROPOSED: AT -GRADE: 309± SF ROOF MODULATION: (ORD. 4256 22.43.080.D) PEDESTRIAN AREA: (ORD. 4256 22.43.080.E) rYCLE PARKINGD. 4277) BALCONIES: 367± SF TOTAL: 676± SF REF. A2.2-A2.3 FOR /2 BALCONY LOCATIONS REQUIRED: ROOF MODULATION REQ'D PROPOSED: THE ROOF IS DIVIDED INTO THREE SEGMENTS, PROVIDING REQ'D MODULATION. REF. A3.1-A3.3 FOR DETAILS. REQUIRED: PEDESTRIAN AMENITY AREA EQUAL TO 5% OF LOT Q AREA LOCATED ALONG THE STREET. 0.05*4641 =232SF PROPOSED: t 640± SF LANDSCAPED AREA LOCATED BETWEEN THE BUILDING AND THE STREET. REQUIRED: 1 SHORT-TERM SPACE PER 10 UNITS. LONG- TERM SPACES NOT REQ'D PER TBL 17.120-2 NOTE 1. PROPOSED: (2) SHORT-TERM SPACES SCOPE OF WORK CONSTRUCT (4) TOWNHOUSES TOTAL. (2) TOWNHOUSES TO CONTAIN 1774± SF LIVING AREA AND 383± SF GARAGE (EA.) AND (2) TOWNHOUSES TO CONTAIN 1407± SF LIVING AREA AND 303± SF GARAGE (EA.). CONSTRUCT SITE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO STORM DRAINAGE, WALKWAYS AND SITE STAIRS. (E) DUPLEX TO BE DEMOLISHED UNDER SEPARATE PERMIT. ESTABLISH USE AND OCCUPY, PER PLANS. PROJECT INFO. SITE ADDRESS 310 DALEY STREET EDMONDS, WA 98020 ZONING AND LAND AREA ZONING: BD-2 LOT AREA: 4641 SF PARCEL MAP NUMBER 004342-026-001-01 LEGAL DESCRIPTION LOTS 1, 2.3. AND 4, BLOCK J, CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. EXCEPT THE SOUTH 60 FEET THEREOF. JURISDICTION EDMONDS, SNOHOMISH COUNTY, WASHINGTON BUILDING INFORMATION OCCUPANCY: R-3 (TOWNHOUSES) CONSTRUCTION: VB FIRE SUPPRESSION: NFPA 13D THROUGHOUT SEPA COMPLIANCE APPLICABLE SEPA THRESHOLD IS (4) DWELLING UNITS. THIS PROJECT CONTAINS (4) DWELLING UNITS AND IS CATEGORICALLY EXEMPT FROM ENVIRONMENTAL REVIEW PROJECT NUMBERS UNIT A BUILDING PERMIT (THIS PERMIT): BLD2022-1329 UNIT B BUILDING PERMIT: BLD2022-1325 UNIT C BUILDING PERMIT: BLD2022-1326 UNIT D BUILDING PERMIT: BLD2022-1327 DEMOLITION PERMIT: BLD2022-1328 PRELIMINARY SHORT PLAT: PLN2023-0069 RIGHT-OF-WAY CONSTRUCTION: BLD2023-0473 FILL/GRADE PERMIT BLD2024-0804 PROJECT DIRECTORY OWNER AND DEVELOPER HBRE INVESTMENTS 1951 3RD AVENUE W SEATTLE, WA 98119 DESIGNER AND APPLICANT CITIZEN DESIGN 10 DRAVUS STREET SEATTLE, WA 98109 CONTACT: JACOB YOUNG TEL: 206.853.8055 EMAIL: JYOU NG@COLLABORATIVECO.COM STRUCTURAL ENGINEER BUILT ENGINEERING 534 BROADWAY #305 TACOMA, WA 98402 CONTACT: BRICE PARRISH TEL: 253.985.5008 EMAIL: BRICE@BUILTSTRUCTURAL.COM CIVIL ENGINEER DAVIDO CONSULTING GROUP 15029 BOTHELL WAY NE #600 LAKE FOREST PARK, WA 98155 CONTACT: TIM GABELEIN, PE TEL: 206.523.0024 EMAIL: TIM@DCGENGR.COM SURVEY CHADWICK + WINTERS 1422 NW 85TH STREET SEATTLE, WA 98117 CONTACT: BRANDON WINTERS TEL: 206.297.0996 EMAIL: BRANDONW@CHADWICKWINTERS.COM LANDSCAPE ARCHITECT CRAMER DESIGN CONSULTANTS 1909 242ND STREET SE BOTHELL, WA 98021 CONTACT: GAYLE CRAMER TEL: 425.241.6258 EMAIL: CDCLSA@FRONTIER.COM ARBORIST LAYTON TREE CONSULTING PO BOX 572 SNOHOMISH, WA 98291 CONTACT: BOB LAYTON TEL: 425.220.5711 EMAIL: BOB@LAYTONTREECONSULTING.COM GENERAL CONTRACTOR SEATTLE LUXURY HOMES, LLC PO BOX 1478 EDMONDS, WA 98020 LIC. NO.: SEATTLH822JB CONTACT: JOHNATHAN KURTH T: 206.579.5272 E: JOHNATHAN.KURTH@GMAIL.COM CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT f f f f W � "' • M 0 ` = o N fl Zo 00 ` f O�1 z Z O O W "' J W aW ul ul W f O CM O M r City of EDMONDS r Permit Set r October 7, 2022 ARevision 1 ` z2 Revision 2 f ` 33 Revision 3 f Revision 4 Revision 5 r A Revision 6 10/21 /22 04/03/23 09/15/23 02/05/24 06/10/24 08/22/24 FOR PLANNING DEPT USE ONLY ZONING SITE PLAN SCALE: AS NOTED A005 / / / 408 3RD AVENUE N APN:004342-119-038-00 ZONED: RS-6 / / QC O 55 _ O� `Po. b, �°k CENTERLINE MONUMENT FOUND EXISTING MONUMENT IN CASE ON JULY 27, 2021 N=300,639.0910 E=1,260,998.0680 30'-0" HALF ROW ARCHITECTURAL SITE PLAN SCALE: I" = 10' 24'-0" BACKING DISTANCE c v DSI7I v° l v vol G I �. +I v O I� n L16 v. Io 1 00 I, v LO v o _ I ; N O v M t � G ° L` ° I° Q a v DS a ° a O ° ° v ❑ W 24'-( FSD Q G v_ 0 3 Off, p1 i 25" ET 2 I \ I \ 305 4TH AVENUE N AP N : 004342-026-005-00 ZONED: BD-5 I I 303 4TH AVENUE N AP N : 004342-026-009-01 ZONED: BD-5 p p1 \IhllllllFFF P \ I �P O P�- 16'-0" ALLEY' O% A 0 5 10 20 Q CAN 14,A �$L, r 10. ZL TRUE PROJECT ZL KEYNOTES 1. (N) STREET FRONTAGE IMPROVEMENTS PER CIVIL. (SHOWN FOR REF. ONLY) 2. (E) TREE TO REMAIN. 3. (N) UTILITY POLE PER CIVIL. SHOWN FOR REF. ONLY. 4. 2 FT MAX HT CONCRETE WALL PER STRUCTURAL. 5. 4 FT WIDE CONCRETE WALK PER CIVIL. 6. 4 FT WIDE SITE STAIRS OR @ 6", 2T @12"). 7. 8.5 FT x 16.5 FT PARKING SPACE. 8. (N) TREE PER LANDSCAPE. SHOWN FOR REF. ONLY. 9. LINE OF CANOPY (ABOVE). 10. (N) BIORETENTION PLANTER PER CIVIL. SHOWN FOR REF. ONLY. 11. (N) DETENTION VAULT PER CIVIL. SHOWN FOR REF. ONLY. 12. CORNER OF BUILDING AT R. 13. LINE OF BALCONY ABOVE 14. (E) OVERHEAD ELEC'L AND PHONE SERVICES TO NEIGHBORING PARCEL TO REMAIN. REROUTE TO (N) UTILITY POLE. 15. (N) ENTRY WALKWAY AND STAIRS. REF. A2.1 FOR DETAILS. 16. REROUTE (E) OVERHEAD ELECTRICAL LINE TO (N) UTILITY POLE. 17. SHORT-TERM BICYCLE PARKING (CYCLESAFE U/2 OR EQUAL) 18. PAVED AREA FOR TRASH STAGING PER CIVIL. Z 19. TRASH/RECYCLING STORAGE IN PRIVATE GARAGE. SCOPE OF WORK CONSTRUCT (4) TOWNHOUSES TOTAL. (2) TOWNHOUSES TO CONTAIN 1774± SF LIVING AREA AND 383± SF GARAGE (EA.) AND (2) TOWNHOUSES TO CONTAIN 1407± SF LIVING AREA AND 303± SF GARAGE (EA.). CONSTRUCT SITE IMPROVEMENTS INCLUDING BUT NOT LIMITED TO STORM DRAINAGE, WALKWAYS AND SITE STAIRS. (E) DUPLEX TO BE DEMOLISHED UNDER SEPARATE PERMIT. ESTABLISH USE AND OCCUPY, PER PLANS. PROJECT INFO. SITE ADDRESS 310 DALEY STREET EDMONDS, WA 98020 ZONING AND LAND AREA ZONING: BD-2 LOT AREA: 4641 SF PARCEL MAP NUMBER 004342-026-001-01 LEGAL DESCRIPTION LOTS 1, 2.3. AND 4, BLOCK J, CITY OF EDMONDS, ACCORDING TO THE PLAT THEREOF RECORDED IN VOLUME 2 OF PLATS, PAGE 39, RECORDS OF SNOHOMISH COUNTY, WASHINGTON. EXCEPT THE SOUTH 60 FEET THEREOF. JURISDICTION EDMONDS, SNOHOMISH COUNTY, WASHINGTON BUILDING INFORMATION OCCUPANCY: R-3 (TOWNHOUSES) CONSTRUCTION: VB FIRE SUPPRESSION: NFPA 13D THROUGHOUT SEPA COMPLIANCE APPLICABLE SEPA THRESHOLD IS (4) DWELLING UNITS. THIS PROJECT CONTAINS (4) DWELLING UNITS AND IS CATEGORICALLY EXEMPT FROM ENVIRONMENTAL REVIEW PROJECT NUMBERS UNIT A BUILDING PERMIT (THIS PERMIT): BLD2022-1329 UNIT B BUILDING PERMIT: BLD2022-1325 UNIT C BUILDING PERMIT: BLD2022-1326 UNIT D BUILDING PERMIT: BLD2022-1327 DEMOLITION PERMIT: BLD2022-1328 PRELIMINARY SHORT PLAT: PLN2023-0069 RIGHT-OF-WAY CONSTRUCTION: ENG2023-0473 PROJECT DIRECTORY OWNER AND DEVELOPER HBRE INVESTMENTS 1951 3RD AVENUE W SEATTLE, WA 98119 DESIGNER AND APPLICANT CITIZEN DESIGN 10 DRAVUS STREET SEATTLE, WA 98109 CONTACT: JACOB YOUNG TEL: 206.853.8055 EMAIL: JYOU NG@COLLABORATIVECO.COM STRUCTURAL ENGINEER BUILT ENGINEERING 534 BROADWAY #305 TACOMA, WA 98402 CONTACT: BRICE PARRISH TEL: 253.985.5008 EMAIL: BRICE@BUILTSTRUCTURAL.COM CIVIL ENGINEER DAVIDO CONSULTING GROUP 15029 BOTHELL WAY NE #600 LAKE FOREST PARK, WA 98155 CONTACT: TIM GABELEIN, PE TEL: 206.523.0024 EMAIL: TIM@DCGENGR.COM SURVEY CHADWICK + WINTERS 1422 NW 85TH STREET SEATTLE, WA 98117 CONTACT: BRANDON WINTERS TEL: 206.297.0996 EMAIL: BRANDONW@CHADWICKWINTERS.COM LANDSCAPE ARCHITECT CRAMER DESIGN CONSULTANTS 1909 242ND STREET SE BOTHELL, WA 98021 CONTACT: GAYLE CRAMER TEL: 425.241.6258 EMAIL: CDCLSA@FRONTIER.COM ARBORIST LAYTON TREE CONSULTING PO BOX 572 SNOHOMISH, WA 98291 CONTACT: BOB LAYTON TEL: 425.220.5711 EMAIL: BOB@LAYTONTREECONSULTING.COM GENERAL CONTRACTOR SEATTLE LUXURY HOMES, LLC PO BOX 1478 EDMONDS, WA 98020 LIC. NO.: SEATTLH822JB CONTACT: JOHNATHAN KURTH T: 206.579.5272 E: JOHNATHAN.KURTH@GMAIL.COM CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Zo 00 Z 0% O z z O O W "' W J aW H ul O a r C3 0 CM M City of EDMONDS Permit Set October 7, 2022 ARevision 1 10/21/22 A2 Revision 2 04/03/23 ARevision 3 09/15/23 Revision 4 02/05/24 Revision 5 06/10/24 A6 Revision 6 08/22/24 FOR PLANNING DEPT USE ONLY ARCHITECTURAL SITE PLAN SCALE: AS NOTED Al ■ 407 3RD AVE N 405 3RD AVE N 388 3RD AVE N 411c 7A A BREAKWATER CONDOS NEIGHBORING PROJECT SITE XE 304DALEY ST —————————————————————————————— UNDER SEPARATE PERMIT y�i+ BELLA SOUL HAIR DESIGN 303 BEACHWALK 303 EDMONDS STft low , i .... t MEOW' 234 2ND AVE N 228 2ND AVE N -tom_ .; LA F/ CONDOMINIU VICINITY MAP SCALE: NTS HOCHBER( HAMAR, PL ) 3RD AVENUE S i TON FAMILY DICINE rid 225 5TH AVE N - T__A� -0 �e l �.. r' • ' kay; ti )MONDS MUNICIPAL )URT EDMONDS CENTER FOR THE ARTS 416 DALEY ST WIMBLEDON 411 6TH AVE N 318 DALEY ST EDMONDS APARTMENTS PROJECT SITE EXTENTS -i 310 DALEY ST TOWNHOMES EDMONDS HEALTH CLINIC 233 5TH AVE N CITIZEN � DESIGN M RES U 6 Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT f w M O O N Z00 p z z 0 o W w 3333333J w aw M o� o0 w M �o CM M r City of EDMONDS Permit Set October 7, 2022 M Revision 1 10/21/22 ` A� Revision 2 04/03/23 f ` ZL Revision 3 09/15/23 f A Revision 4 02/05/24 55 Revision 5 06/10/24 r A6 Reviginn A nA/99/2L FOR PLANNING DEPT USE ONLY r VICINITY MAP SCALE: AS NOTED Al ■ m OIW I' ol _ ao' r a _s -I ' M • -� r �tl _-Ilmrm -409pm -qlwm _41110M -411opm _1110mm -quom -sopm : t:T ! ==WT s =MS ! =IN! -1 'a! I =a-- ! =W— ! "W' / •- �- �� - sTr s- •= s-- r= �c- s �c- �= s- t= s- •: 3z .als AddOM 401011M 408MBM -ems --ems --� -•'`mac 4MMMMk= --'`mac . ass ..s/Cs aAdlks - -•des •'�s - � „ 1 ^ • c • ►iz • .'Wi / •t f f�t�t�♦�f�f�f�f ~� � NWAM • 11111sm •ems 9111r6m wap-s ow-M wmp6m elp-i M��MP# �aW s •t- • r- ► W- • W- • Mtg� : Mj 1 - 4kfdbW 4bfi� Ir ► . AkAdWM w 0 or ► w • psi 4949" . •aeltS i P �� i� lqw - Asa one 1 r A 1 1 JL • � • • to • • � • • � mil _ ../f. r . 1 . , r 1 t • I • to • • w . -. • A • w�� - i -- i ., a; , 0-1 , f - t W • • i - i i i 1 RiM r ' Z 0 WE LEGEND 0 PARTY WALL A 1-HR RATED PER IRC R302.2.2.1 0 2x6 FRAMED WALL O 2x4 FRAMED WALL SPOT ELEVATION ❑X NOTE CALLOUT OX DOOR CALLOUT OX WINDOW CALLOUT EG = EGRESS SG = SAFETY GLAZING SCUPPER 0DS DOWNSPOUT PLAN NOTES 1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. 3. SEE "S" SHEET SERIES FOR LATERAL INFORMATION AND ENGINEERING DETAILS. 4. ALL INTERIOR WALLS W4 AND 2x4 U.N.O. 5. ALL EXTERIOR WALLS W1 AND 2x6 U.N.O. 6. GIVEN WINDOW DIMENSIONS ARE TO ROUGH OPENINGS. FINISH OPENING PER MFR. 7. GIVEN DOOR DIMENSIONS ARE TO DOOR PANEL. ROUGH OPENINGS PER MFR. 8. ALL DOORS SHALL BE CENTERED ON WALL OR 3" FROM ADJACENT WALL U.N.O. 9. ALL OPERABLE WINDOWS SHALL HAVE SCREENS AND BE CONTROLLABLE AND SECURABLE PER IRC M1507.3.4.4. 10. ALL EXHAUSTS SHALL TERMINATE NOT LESS THAN 3 FT FROM PROPERTY LINES; 3 FT FROM OPERABLE/NON-OPERABLE OPENINGS INTO BUILDING AND 10 FT FROM MECHANICAL AIR INTAKES, EXCEPT WHERE OPENING IS 3 FT ABOVE AIR INTAKE PER IRC M1506.3. 11. SEE DETAILS 3/A5.3 & 4/A5.3 FOR STAIR & RAILING REQUIREMENTS. 12. CASEWORK NOT IN CONTRACT. REFER TO CASEWORK SHOP DRAWINGS FOR DIMENSIONS AND DETAILS. 13. SMOKE ALARMS/DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, IN THE AREA OUTSIDE THE SLEEPING ROOM AND IN OTHER LOCATIONS PER IRC SECTION R314. ELECTRICAL POWER AND INTERCONNECTION PER CODE. SMOKE DETECTOR: so 14. CARBON MONOXIDE DETECTORS SHALL BE LOCATED OUTSIDE OF ALL SLEEPING ROOMS AND ON EACH LEVEL. CARBON MONOXIDE DETECTOR: co COMBO SMOKE/CARBON MONOXIDE DETECTOR: g 15. INSTALL HEAT DETECTOR IN GARAGE. DETECTOR SHALL BE RATED FOR AMBIENT TEMPERATURE AND HUMIDITY AND SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. HEAT DETECTOR: Ho 16. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN EVERY SLEEPING ROOM BELOW THE 4TH STORY PER 2018 IRC R310. • MIN. 5.7 SF NET CLR OPENABLE AREA • MIN. 24" NET CLR OPENABLE HEIGHT • MIN. 20" NET CLR OPENABLE WIDTH • MAX. 44" FINISHED SILL HEIGHT • OPENABLE W/O KEYS OR SPECIAL TOOLS 13. SAFETY GLAZING REQUIRED PER IRC 308.4. 14. WALLS AND SOFFITS OF ENCLOSED SPACES UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH A MINIMUM OF)/2" GYPSUM BOARD AS REQUIRED BY IRC R302.7. 15. MECHANICAL SYSTEM SHALL BE DESIGN -BUILD. 16. LOCAL EXHAUST FANS: 50 CFM (MIN) ON SWITCH A QQ 100 CFM (MIN) ON TIMER (WHOLE HOUSE FAN, 66% RUNTIME MIN.) Q 100 CFM (MIN) RANGE HOOD ON SWITCH 17. PER WASHINGTON STATE ENERGY CODE, RESIDENTIAL FOR MEDIUM RESIDENCE, 6.0 CREDITS ARE REQUIRED. THE FOLLOWING CREDITS ARE PURSUED: • FUEL NORMALIZATION OPTION 2: DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM (1.0 CREDIT) • OPTION 1.3: EFFICIENT BUILDING ENVELOPE (0.5 CREDIT) • OPTION 2.1: REDUCED AIR LEAKAGE AND EFFICIENT VENTILATION (0.5 CREDIT) Q• OPTION 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDITS) .� • OPTION 5.5: ELECTRIC HEAT PUMP WATER HEATER (2.0 CREDITS) t REF. MECHANICAL & ENERGY NOTES, A0.1. FOR DETAILS 22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2. TOTAL INSTALLED WATTAGE SHALL BE 0.5 WATTS PER SF OR 500W, WHICHEVER IS LARGER. 23. ELECTRICAL PANEL LOCATION. 24. EXHAUST VENT TO EXTERIOR. 25. HEAT PUMP WATER HEATER PER MFR. 26. VENT EXHAUST THROUGH ROOF. 27. 8'-6"x16'-6" PARKING SPACE. 28. MINI -SPLIT HEAD. 29. MINI -SPLIT COMPRESSOR. 30. LINE OF CANOPY ABOVE PER DETAIL 5/A5.3. 31. DOORS BETWEEN GARAGE AND LIVING SPACES SHALL HAVE A 20 MINUTE FIRE RESISTANCE RATING AND SHOULD BE EQUIPPED WITH A SELF CLOSING DEVICE. 32. DROPPED SOFFIT ABOVE. 33. LINE OF ROOF ABOVE. 34. BIORETENTION PLANTER PER C04. 35, GUTTER PER DETAIL 4/A5.4 Q36. LINE OF BALCONY ABOVE, BY OTHERS UNDER DEFERRED REVIEW 37. GUARDRAIL PER DETAIL 3/A5.4 38. LINE OF BALCONY BELOW, BY OTHERS UNDER DEFERRED REVIEW 39. "EV READY" PARKING SPACES SHALL BE PROVIDED WITH A FULLY WIRED CIRCUIT WITH A LEVEL II OR LEVEL III ELECTRIC VEHICLE CHARGING RECEPTACLE OR TERMINAL, INCLUDING CONDUIT, WIRING AND THE ELECTRICAL SERVICE CAPACITY NECESSARY TO SERVE THE RECEPTACLE ALLOWING FUTURE INSTALLATION OF AN A ELECTRIC VEHICLE CHARGING STATION. 40. CONCRETE SITE STAIRS AND ENTRY WALKWAY 41. PROVIDE SOLID BALCONY ABOVE ENTRY DOOR PER DETAIL 3/A5.4 1'-6" 3'-6 1 /2" FIRST FLOOR PLAN SCALE: 1 /4" = 1 '-0" UNIT 18'-11" 16'-0" (D 16070 UNIT B 15'-0" 3 67'-10" i 1 A3.2 12'-0" " 1'-6"1'-6", ------------- ----30 O T` 12070 53 I 1 U u5l �� 3 \k4)_ J L-- I 2630 (SG) 3070 i i 4040 30 2040 29 29 204( I --- -J - 2'4"-V-9"-/1'-3/- - 3'-0" 2'-8" 4'4" 2'4" 2'-1" i 2'-1" 2'-0 UNIT 15'-0" 12'-0" 12070 16-0" O 16070 '-3;/- 4'4" W TRUE 1 '-6" iV- 0 2 00 A3.3 -1 29 1 L_ J C.. PROJECT 0 2 4 8 1 /4" = 1 '-0" CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT v I ,W v I 0 o N Zo 00 0% 0 O Z O O LU "' J W Q w ul W 0 0 � o CM M City of EDMONDS Permit Set October 7, 2022 ZN Revision 1 10/21/22 Revision 2 04/03/23 Revision 3 09/15/23 Revision 4 02/05/24 A5 Revision 5 06/10/24 6 Revision 6 08/22/24 FOR PLANNING DEPT USE ONLY FIRST FLOOR PLAN SCALE: AS NOTED A201 LEGEND T A4.2 A3.2 UNIT A 1 2 2 UNIT B 3 UNIT C 1 4 2 A4.2 A4.3 A4.3 0 PARTY WALL Q 1-HR RATED PER IRC R302.2.2.1)67'-10" - 0 2x6 FRAMED WALL 01 01 18'-11 " 15'-0" 15'-0" - O 2x4 FRAMED WALL 5'-11" 9'-1" 9'-1" 5'-11" - SPOT ELEVATION lo �X NOTE CALLOUT 6'-0" V-7" 4'-0" T-11" 4'-0" - 1'-5"- 3'-11 �� 3'-6" Ty � 2'-7" -X- 2'-7" 3'-6" 3'-0" V-5" - NDS � 6" GUTTER DS N OX DOOR CALLOUT • _ _ - • 35 OX WINDOW CALLOUT - - - EG = EGRESS SG -SAFETY GLAZING A DS 4066 4066 I • DS , i �_ - _ 3646 = _ ,T� ,T� 3646 - , i DS • • SCUPPER PTRY I DW l l I PTRY •DS DOWNSPOUT Nil , I �11 i 11 1 DW PLAN NOTES 1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. 3. SEE "S" SHEET SERIES FOR LATERAL INFORMATION AND ENGINEERING DETAILS. 4. ALL INTERIOR WALLS W4 AND 2x4 U.N.O. 5. ALL EXTERIOR WALLS W1 AND 2x6 U.N.O. 6. GIVEN WINDOW DIMENSIONS ARE TO ROUGH OPENINGS. FINISH OPENING PER MFR. 7. GIVEN DOOR DIMENSIONS ARE TO DOOR PANEL. ROUGH OPENINGS PER MFR. 8. ALL DOORS SHALL BE CENTERED ON WALL OR 3" FROM ADJACENT WALL U.N.O. 9. ALL OPERABLE WINDOWS SHALL HAVE SCREENS AND BE CONTROLLABLE AND SECURABLE PER IRC M1507.3.4.4. 10. ALL EXHAUSTS SHALL TERMINATE NOT LESS THAN 3 FT FROM PROPERTY LINES; 3 FT FROM OPERABLE/NON-OPERABLE OPENINGS INTO BUILDING AND 10 FT FROM MECHANICAL AIR INTAKES, EXCEPT WHERE OPENING IS 3 FT ABOVE AIR INTAKE PER IRC M1506.3. 11. SEE DETAILS 3/A5.3 & 4/A5.3 FOR STAIR & RAILING REQUIREMENTS. 12. CASEWORK NOT IN CONTRACT. REFER TO CASEWORK SHOP DRAWINGS FOR DIMENSIONS AND DETAILS. 13. SMOKE ALARMS/DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, IN THE AREA OUTSIDE THE SLEEPING ROOM AND IN OTHER LOCATIONS PER IRC SECTION R314. ELECTRICAL POWER AND INTERCONNECTION PER CODE. SMOKE DETECTOR: so 14. CARBON MONOXIDE DETECTORS SHALL BE LOCATED OUTSIDE OF ALL SLEEPING ROOMS AND ON EACH LEVEL. CARBON MONOXIDE DETECTOR: co COMBO SMOKE/CARBON MONOXIDE DETECTOR: g 15. INSTALL HEAT DETECTOR IN GARAGE. DETECTOR SHALL BE RATED FOR AMBIENT TEMPERATURE AND HUMIDITY AND SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. HEAT DETECTOR: Ho 16. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN EVERY SLEEPING ROOM BELOW THE 4TH STORY PER 2018 IRC R310. • MIN. 5.7 SF NET CLR OPENABLE AREA • MIN. 24" NET CLR OPENABLE HEIGHT • MIN. 20" NET CLR OPENABLE WIDTH • MAX. 44" FINISHED SILL HEIGHT • OPENABLE W/O KEYS OR SPECIAL TOOLS 13. SAFETY GLAZING REQUIRED PER IRC 308.4. 14. WALLS AND SOFFITS OF ENCLOSED SPACES UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH A MINIMUM OF)/2" GYPSUM BOARD AS REQUIRED BY IRC R302.7. 15. MECHANICAL SYSTEM SHALL BE DESIGN -BUILD. 16. LOCAL EXHAUST FANS: 50 CFM (MIN) ON SWITCH A QQ 100 CFM (MIN) ON TIMER (WHOLE HOUSE FAN, 66% RUNTIME MIN.) Q 100 CFM (MIN) RANGE HOOD ON SWITCH 17. PER WASHINGTON STATE ENERGY CODE, RESIDENTIAL FOR MEDIUM RESIDENCE, 6.0 CREDITS ARE REQUIRED. THE FOLLOWING CREDITS ARE PURSUED: • FUEL NORMALIZATION OPTION 2: DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM (1.0 CREDIT) • OPTION 1.3: EFFICIENT BUILDING ENVELOPE (0.5 CREDIT) • OPTION 2.1: REDUCED AIR LEAKAGE AND EFFICIENT VENTILATION (0.5 CREDIT) • OPTION 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDITS) 1 • OPTION 5.5: ELECTRIC HEAT PUMP WATER HEATER (2.0 CREDITS) t REF. MECHANICAL & ENERGY NOTES, Ai FOR DETAILS 22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2. TOTAL INSTALLED WATTAGE SHALL BE 0.5 WATTS PER SF OR 500W, WHICHEVER IS LARGER. 23. ELECTRICAL PANEL LOCATION. 24. EXHAUST VENT TO EXTERIOR. 25. HEAT PUMP WATER HEATER PER MFR. 26. VENT EXHAUST THROUGH ROOF. 27. 8'-6"x16'-6" PARKING SPACE. 28. MINI -SPLIT HEAD. 29. MINI -SPLIT COMPRESSOR. 30. LINE OF CANOPY ABOVE PER DETAIL 5/A5.3. 31. DOORS BETWEEN GARAGE AND LIVING SPACES SHALL HAVE A 20 MINUTE FIRE RESISTANCE RATING AND SHOULD BE EQUIPPED WITH A SELF CLOSING DEVICE. 32. DROPPED SOFFIT ABOVE. 33. LINE OF ROOF ABOVE. 34. BIORETENTION PLANTER PER C04. 35. GUTTER PER DETAIL 4/A5.4 A 36. LINE OF BALCONY ABOVE, BY OTHERS UNDER DEFERRED REVIEW 37. GUARDRAIL PER DETAIL 3/A5.4 38. LINE OF BALCONY BELOW, BY OTHERS UNDER DEFERRED REVIEW 39. "EV READY" PARKING SPACES SHALL BE PROVIDED WITH A FULLY WIRED CIRCUIT WITH A LEVEL II OR LEVEL III ELECTRIC VEHICLE CHARGING RECEPTACLE OR TERMINAL, INCLUDING CONDUIT, WIRING AND THE ELECTRICAL SERVICE CAPACITY NECESSARY TO SERVE THE RECEPTACLE ALLOWING FUTURE INSTALLATION OF AN QELECTRIC VEHICLE CHARGING STATION. 40. CONCRETE SITE STAIRS AND ENTRY WALKWAY 41. PROVIDE SOLID BALCONY ABOVE ENTRY DOOR PER DETAIL 3/A5.4 SECOND FLOOR PLAN SCALE: 1 /4" = 1 '-0" 6-II ?r 15'-0" 67' 10" 3 1 A3.1 15'-0" UNIT D 18'-11" TRUE C.. PROJECT 0 2 4 8 1 /4" = 1 '-0" 0 co M 2 A3.3 1 CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT v I ,W v I 0 o N Zo eo 0% 0 O Z O O LU "' J W Q w ul W 0 Q � o CM M City of EDMONDS Permit Set October 7, 2022 ARevision 1 10/21/22 ZL Revision 2 04/03/23 ARevision 3 09/15/23 Revision 4 02/05/24 A5 Revision 5 06/10/24 6 Revision 6 08/22/24 FOR PLANNING DEPT USE ONLY SECOND FLOOR PLAN SCALE: AS NOTED A202 LEGEND 0 PARTY WALL A 1-HR RATED PER IRC R302.2.2.1 I 2x6 FRAMED WALL O 2x4 FRAMED WALL SPOT ELEVATION ❑X NOTE CALLOUT ODOOR CALLOUT O WINDOW CALLOUT EG = EGRESS SG = SAFETY GLAZING SCUPPER 0DS DOWNSPOUT PLAN NOTES 1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. 3. SEE "S" SHEET SERIES FOR LATERAL INFORMATION AND ENGINEERING DETAILS. 4. ALL INTERIOR WALLS W4 AND 2x4 U.N.O. 5. ALL EXTERIOR WALLS W1 AND 2x6 U.N.O. 6. GIVEN WINDOW DIMENSIONS ARE TO ROUGH OPENINGS. FINISH OPENING PER MFR. 7. GIVEN DOOR DIMENSIONS ARE TO DOOR PANEL. ROUGH OPENINGS PER MFR. 8. ALL DOORS SHALL BE CENTERED ON WALL OR 3" FROM ADJACENT WALL U.N.O. 9. ALL OPERABLE WINDOWS SHALL HAVE SCREENS AND BE CONTROLLABLE AND SECURABLE PER IRC M1507.3.4.4. 10. ALL EXHAUSTS SHALL TERMINATE NOT LESS THAN 3 FT FROM PROPERTY LINES; 3 FT FROM OPERABLE/NON-OPERABLE OPENINGS INTO BUILDING AND 10 FT FROM MECHANICAL AIR INTAKES, EXCEPT WHERE OPENING IS 3 FT ABOVE AIR INTAKE PER IRC M1506.3. 11. SEE DETAILS 3/A5.3 & 4/A5.3 FOR STAIR & RAILING REQUIREMENTS. 12. CASEWORK NOT IN CONTRACT. REFER TO CASEWORK SHOP DRAWINGS FOR DIMENSIONS AND DETAILS. 13. SMOKE ALARMS/DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, IN THE AREA OUTSIDE THE SLEEPING ROOM AND IN OTHER LOCATIONS PER IRC SECTION R314. ELECTRICAL POWER AND INTERCONNECTION PER CODE. SMOKE DETECTOR: @ 14. CARBON MONOXIDE DETECTORS SHALL BE LOCATED OUTSIDE OF ALL SLEEPING ROOMS AND ON EACH LEVEL. CARBON MONOXIDE DETECTOR: co COMBO SMOKE/CARBON MONOXIDE DETECTOR: CSC 15. INSTALL HEAT DETECTOR IN GARAGE. DETECTOR SHALL BE RATED FOR AMBIENT TEMPERATURE AND HUMIDITY AND SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. HEAT DETECTOR: H@ 16. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN EVERY SLEEPING ROOM BELOW THE 4TH STORY PER 2018 IRC R310. • MIN. 5.7 SF NET CLR OPENABLE AREA • MIN. 24" NET CLR OPENABLE HEIGHT • MIN. 20" NET CLR OPENABLE WIDTH • MAX. 44" FINISHED SILL HEIGHT • OPENABLE W/O KEYS OR SPECIAL TOOLS 13. SAFETY GLAZING REQUIRED PER IRC 308.4. 14. WALLS AND SOFFITS OF ENCLOSED SPACES UNDER STAIRS SHALL BE PROTECTED ON THE ENCLOSED SIDE WITH A MINIMUM OF%" GYPSUM BOARD AS REQUIRED BY IRC R302.7. 15. MECHANICAL SYSTEM SHALL BE DESIGN -BUILD. 16. LOCAL EXHAUST FANS: 50 CFM (MIN) ON SWITCH A 100 CFM (MIN) ON TIMER (WHOLE HOUSE FAN, 66% RUNTIME MIN.) 100 CFM (MIN) RANGE HOOD ON SWITCH 17. PER WASHINGTON STATE ENERGY CODE, RESIDENTIAL FOR MEDIUM RESIDENCE, 6.0 CREDITS ARE REQUIRED. THE FOLLOWING CREDITS ARE PURSUED: • FUEL NORMALIZATION OPTION 2: DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM (1.0 CREDIT) • OPTION 1.3: EFFICIENT BUILDING ENVELOPE (0.5 CREDIT) • OPTION 2.1: REDUCED AIR LEAKAGE AND EFFICIENT VENTILATION (0.5 CREDIT) • OPTION 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDITS) 1 OPTION 5.5: ELECTRIC HEAT PUMP WATER HEATER (2.0 CREDITS) t REF. MECHANICAL & ENERGY NOTES, A0.1, FOR DETAILS 22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2. TOTAL INSTALLED WATTAGE SHALL BE 0.5 WATTS PER SF OR 500W, WHICHEVER IS LARGER. 23. ELECTRICAL PANEL LOCATION. 24. EXHAUST VENT TO EXTERIOR. 25. HEAT PUMP WATER HEATER PER MFR. 26. VENT EXHAUST THROUGH ROOF. 27. 8'-6"x16'-6" PARKING SPACE. 28. MINI -SPLIT HEAD. 29. MINI -SPLIT COMPRESSOR. 30. LINE OF CANOPY ABOVE PER DETAIL 5/A5.3. 31. DOORS BETWEEN GARAGE AND LIVING SPACES SHALL HAVE A 20 MINUTE FIRE RESISTANCE RATING AND SHOULD BE EQUIPPED WITH A SELF CLOSING DEVICE. 32. DROPPED SOFFIT ABOVE. 33. LINE OF ROOF ABOVE. 34. BIORETENTION PLANTER PER C04. 35, GUTTER PER DETAIL 4/A5.4 A 36. LINE OF BALCONY ABOVE, BY OTHERS UNDER DEFERRED REVIEW 37. GUARDRAIL PER DETAIL 3/A5.4 38. LINE OF BALCONY BELOW, BY OTHERS UNDER DEFERRED REVIEW 39. "EV READY" PARKING SPACES SHALL BE PROVIDED WITH A FULLY WIRED CIRCUIT WITH A LEVEL II OR LEVEL III ELECTRIC VEHICLE CHARGING RECEPTACLE OR TERMINAL, INCLUDING CONDUIT, WIRING AND THE ELECTRICAL SERVICE CAPACITY NECESSARY TO SERVE THE RECEPTACLE ALLOWING FUTURE INSTALLATION OF AN QELECTRIC VEHICLE CHARGING STATION. 40. CONCRETE SITE STAIRS AND ENTRY WALKWAY 41. PROVIDE SOLID BALCONY ABOVE ENTRY DOOR PER DETAIL 3/A5.4 THIRD FLOOR PLAN SCALE: 1 /4" = 1 '-0" PROJECT 0 2 4 8 1 /4" 1 '-0" 2 A3.3 1 CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT v `W v 0 o N Zao Z 0� 0 Z O O W "' J w aw F- LU 0 Q � o CM M City of EDMONDS Permit Set October 7, 2022 ARevision 1 10/21/22 2� Revision 2 04/03/23 ARevision 3 09/15/23 Revision 4 02/05/24 ARevision 5 06/10/24 66 Revision 6 08/22/24 FOR PLANNING DEPT USE ONLY THIRD FLOOR PLAN SCALE: AS NOTED A203 ROOF LEGEND I ROOF C WALL BELOW C = ROOF VENT NOTE CALLOUT 0DS DOWNSPOUT ROOF NOTES PROVIDE SOLID BLOCKING OVER SUPPORTS 2. FLASHING SHALL BE INSTALLED IN SUCH A MANNER AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. METAL FLASHING SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.0019 INCH PER IRC. 3. EXHAUST VENT TYP., PER DETAIL 8/A5.4. A 4, 5. 12" 0 TURBINE VENT (EMPIRE TV12G OR EQUAL), PER DETAIL 12/A5.4. PROVIDE FIRE -RETARDANT -TREATED SHEATHING FOR 4'-0" EACH SIDE OF PARTY WALL. REF. 7/A5.3 FOR DETAILS. ROOF VENT CALCULATIONS MIN. OF 1" CLEAR VENT SPACE REQ'D ABOVE CEILING INSULATION TO PROVIDE ADEQUATE CROSS VENTILATION. (2) OUTER UNIT ROOFS ROOF AREA: 718.83 SF REQ'D VENT AREA: 718.83 SF / 300 = 2.4 SF REQ'D = 345.6 SI REQ'D 38 LF CONT. ZERO-EAVE VENT (COR-A-VENT S-400 SOFFIT VENT OR EQUAL): 38 LF x 10 SI/LF = 380 SI (2) TURBINE VENTILATORS (EMPIRE TV12G OR EQUAL); 2x(6x6x3.14)=226.08S1 TOTAL VENT AREA: 606.08 SI (2) INNER UNIT ROOFS ROOF AREA: 570 SF REQ'D VENT AREA: 570 SF / 300 = 1.9 SF REQ'D = 273.6 SI REQ'D 30 LF CONT. SOFFIT VENT (COR-A-VENT S-400 SOFFIT VENT OR EQUAL): 30 LF x 10 SI/LF = 300 SI (1) TURBINE VENTILATOR (EMPIRE TV12G OR EQUAL); (6x6x3.14)=113.04S1 TOTAL VENT AREA: 413.04 SI ROOF PLAN SCALE: 1 /4" = 1 '-0" UNIT UNIT B UNIT C UNIT D C.. PROJECT 0 2 4 8 1 /4" = 1 '-0" A2A CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT v I ,W v I 0 N Zo eo Z 0% 0 I- O Z O O LU "' J W Q W ul W 0 Q � o CM M City of EDMONDS Permit Set October 7, 2022 ARevision 1 10/21/22 ARevision 2 04/03/23 ARevision 3 09/15/23 A4 Revision 4 02/05/24 A5 Revision 5 06/10/24 6 Revision 6 08/22/24 FOR PLANNING DEPT USE ONLY ROOF PLAN SCALE: AS NOTED ELEVATION NOTES 1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS. 3. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. 4. REF. FLOOR PLANS, A2 SERIES, FOR EXTERIOR DOOR SIZES. 5. WINDOWS MARKED "EG" ARE EGRESS WINDOWS AND SHALL COMPLY WITH THE FOLLOWING PER IRC R310. • MIN. 5.7 SF NET CLR OPENABLE AREA • MIN. 24" NET CLR OPENABLE HEIGHT • MIN. 20" NET CLR OPENABLE WIDTH • MAX. 44" FINISHED SILL HEIGHT • OPENABLE W/O KEYS OR SPECIAL TOOLS 6. WINDOWS AND DOORS MARKED "SG" SHALL BE PROVIDED WITH SAFETY GLAZING PER IRC R308.4. 7. WINDOWS SHALL BE ANDERSON 100 SERIES (OR APPROVED EQUAL). 8. ELEVATIONS ARE ORIENTED TOWARD PROJECT NORTH. SEE Al AND A2 SHEETS FOR REFERENCE. 9. OVERHANGING EAVE ATTACHMENT AND FABRICATION BY OTHERS. 10. LINE OF SITE STAIRS (WITHIN). 211. DISTANCE FROM BUILDING TO PROPERTY LINE VARIES. SEE All FOR DETAILS.. 12, GUARDRAIL PER 3/A5.4 13. GUTTER AND DOWNSPOUT NOT IN PLANE WITH PROPERTY LINE. REF. AO.5 FOR DTLS. 14. BALCONY/CANOPY NOT IN PLANE WITH PROPERTY LINE. REF. AO.5 FOR DTLS. 15. BALCONY BY OTHERS UNDER DEFERRED SUBMITTAL. 0 HEIGHT LIMIT 29'-0"" (83.85'±) TOP OF ROOF 29'-0" (83.85'±) THIRD SUBFLOOR 17'-0" (71.85'±) SECOND SUBFLOOR 8'-6" (63.354) SLAB ON GRADE U-0" (54.85'±) AVERAGE GRADE 4-12" (53.85'±) 0 0 M 1'-0" �0 00 �o bD MATERIAL NOTES DOORS SPECIALTY D-1 FRONT DOOR- BLACK FIBERGLASS SP-1 WOOD CANOPY - CHARCOAL SP-2 BIORETENTION PLANTER - STEEL PLATE D-2 GARAGE DOOR - BLACK FIBERGLASS SP-3 BOLT -ON BALCONY - BLACK D-3 SLIDER DOOR - BLACK FIBERGLASS SP-4 5" PLASTER LINTEL PER 3/A5.2 ROOFING WINDOWS R-1 STANDING SEAM METAL ROOF - BLACK W-1 FIBERGLASS WINDOWS - BLACK R-2 HARDIE SOFFIT, LIGHT GRAY DOWNSPOUT SIDING DS-1 METAL DOWNSPOUT - BLACK S-1 FIBER CEMENT 6" T+G VERTICAL SIDING - OLIVE GREEN S-2 FIBER CEMENT 3" T+G VERTICAL SIDING - WHITE GUTTER S-3 BRICK VENEER SIDING - EARTH TONES G-1 GUTTER - BLACK S-4 2xl2 TRIM - WHITE S-5 FIBER CEMENT PANEL - CHARCOAL MECHANICAL S-6 FIBER CEMENT PANEL - WHITE M-1 MINI -SPLIT EXTERIOR UNIT S-7 CEDAR T+G SIDING HORIZONTAL - NATURAL STAIN M-2 VENT COVER -MATCH ADJACENT SIDING COLOR S-8 6" FASCIA - CHARCOAL S-9 CONCRETE LIGHTING S-10 PLASTER PLINTH L-1 WALL SCONCE - BLACK L-2 STEP LIGHT - BLACK L-3 FLOOD LIGHT - BLACK WEST ELEVATION SCALE: 1 /4" = 1 '-0" a �0 0 2 4 8 1 /4" = 1 '-0" CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT v I tLU v I 0 CD N Z0� 0 I- O Z O O W "' J w a0-1 w o� w 0 �o CM M City of EDMONDS Permit Set October 7, 2022 ARevision 1 10/21/22 22 Revision 2 04/03/23 ARevision 3 09/15/23 ARevision 4 02/05/24 ARevision 5 06/10/24 66 Revision 6 08/22/24 FOR PLANNING DEPT USE ONLY ELEVATIONS SCALE: AS NOTED A301 ELEVATION NOTES 1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS. 3. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. 4. REF. FLOOR PLANS, A2 SERIES, FOR EXTERIOR DOOR SIZES. 5. WINDOWS MARKED "EG" ARE EGRESS WINDOWS AND SHALL COMPLY WITH THE FOLLOWING PER IRC R310. • MIN. 5.7 SF NET CLR OPENABLE AREA • MIN. 24" NET CLR OPENABLE HEIGHT • MIN. 20" NET CLR OPENABLE WIDTH • MAX. 44" FINISHED SILL HEIGHT • OPENABLE W/O KEYS OR SPECIAL TOOLS 6. WINDOWS AND DOORS MARKED "SG" SHALL BE PROVIDED WITH SAFETY GLAZING PER IRC R308.4. 7. WINDOWS SHALL BE ANDERSON 100 SERIES (OR APPROVED EQUAL). 8. ELEVATIONS ARE ORIENTED TOWARD PROJECT NORTH. SEE Al AND A2 SHEETS FOR REFERENCE. 9. OVERHANGING EAVE ATTACHMENT AND FABRICATION BY OTHERS. 10. LINE OF SITE STAIRS (WITHIN). 211. DISTANCE FROM BUILDING TO PROPERTY LINE VARIES. SEE All FOR DETAILS.. 12, GUARDRAIL PER 3/A5.4 13. GUTTER AND DOWNSPOUT NOT IN PLANE WITH PROPERTY LINE. REF. AO.5 FOR DTLS. 14. BALCONY/CANOPY NOT IN PLANE WITH PROPERTY LINE. REF. AO.5 FOR DTLS. 15. BALCONY BY OTHERS UNDER DEFERRED SUBMITTAL. 0 HEIGHT LIMIT 29'-0"" (83.85'±) TOP OF ROOF 29'-0" (83.85'±) THIRD SUBFLOOR 17'-0" (71.85'±) SECOND SUBFLOOR 8'-6" (63.354) SLAB ON GRADE U-0" (54.85'±) AVERAGE GRADE 4-12" (53.85'±) 0 0 M 1'-0" �0 00 �o bD MATERIAL NOTES DOORS SPECIALTY D-1 FRONT DOOR- BLACK FIBERGLASS SP-1 WOOD CANOPY - CHARCOAL SP-2 BIORETENTION PLANTER - STEEL PLATE D-2 GARAGE DOOR - BLACK FIBERGLASS SP-3 BOLT -ON BALCONY - BLACK D-3 SLIDER DOOR - BLACK FIBERGLASS SP-4 5" PLASTER LINTEL PER 3/A5.2 ROOFING WINDOWS R-1 STANDING SEAM METAL ROOF - BLACK W-1 FIBERGLASS WINDOWS - BLACK R-2 HARDIE SOFFIT, LIGHT GRAY DOWNSPOUT SIDING DS-1 METAL DOWNSPOUT - BLACK S-1 FIBER CEMENT 6" T+G VERTICAL SIDING - OLIVE GREEN S-2 FIBER CEMENT 3" T+G VERTICAL SIDING - WHITE GUTTER S-3 BRICK VENEER SIDING - EARTH TONES G-1 GUTTER - BLACK S-4 2xl2 TRIM - WHITE S-5 FIBER CEMENT PANEL - CHARCOAL MECHANICAL S-6 FIBER CEMENT PANEL - WHITE M-1 MINI -SPLIT EXTERIOR UNIT S-7 CEDAR T+G SIDING HORIZONTAL - NATURAL STAIN M-2 VENT COVER -MATCH ADJACENT SIDING COLOR S-8 6" FASCIA - CHARCOAL S-9 CONCRETE LIGHTING S-10 PLASTER PLINTH L-1 WALL SCONCE - BLACK L-2 STEP LIGHT - BLACK L-3 FLOOD LIGHT - BLACK N EAST ELEVATION SCALE: 1 /4" = 1 '-0" 0 2 4 8 1 /4" = 1 '-0" CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) w 0 _CD N Z0� 0� I- O Z O O W "' J w a0-1 w o� w 0 �o CM M City of EDMONDS Permit Set October 7, 2022 ARevision 1 10/21/22 22 Revision 2 04/03/23 ARevision 3 09/15/23 ARevision 4 02/05/24 ARevision 5 06/10/24 66 Revision 6 08/22/24 FOR PLANNING DEPT USE ONLY ELEVATIONS SCALE: AS NOTED A302 ELEVATION NOTES 1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS. 3. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. 4. REF. FLOOR PLANS, A2 SERIES, FOR EXTERIOR DOOR SIZES. 5. WINDOWS MARKED "EG" ARE EGRESS WINDOWS AND SHALL COMPLY WITH THE FOLLOWING PER IRC R310. • MIN. 5.7 SF NET CLR OPENABLE AREA • MIN. 24" NET CLR OPENABLE HEIGHT • MIN. 20" NET CLR OPENABLE WIDTH • MAX. 44" FINISHED SILL HEIGHT • OPENABLE W/O KEYS OR SPECIAL TOOLS 6. WINDOWS AND DOORS MARKED "SG" SHALL BE PROVIDED WITH SAFETY GLAZING PER IRC R308.4. 7. WINDOWS SHALL BE ANDERSON 100 SERIES (OR APPROVED EQUAL). 8. ELEVATIONS ARE ORIENTED TOWARD PROJECT NORTH. SEE Al AND A2 SHEETS FOR REFERENCE. 9. OVERHANGING EAVE ATTACHMENT AND FABRICATION BY OTHERS. 10. LINE OF SITE STAIRS (WITHIN). 211. DISTANCE FROM BUILDING TO PROPERTY LINE VARIES. SEE All FOR DETAILS.. 12, GUARDRAIL PER 3/A5.4 13. GUTTER AND DOWNSPOUT NOT IN PLANE WITH PROPERTY LINE. REF. AO.5 FOR DTLS. 14. BALCONY/CANOPY NOT IN PLANE WITH PROPERTY LINE. REF. AO.5 FOR DTLS. 15. BALCONY BY OTHERS UNDER DEFERRED SUBMITTAL. 0 HEIGHT LIMIT 29'-0"" (83.85'±) TOP OF ROOF 29'-0" (83.85'±) THIRD SUBFLOOR 17'-0" (71.85'±) SECOND SUBFLOOR 8'-6" (63.35'±) SLAB ON GRADE 0'-0" (54.85'±) AVERAGE GRADE -0'-12"(53.85'±) MATERIAL NOTES DOORS SPECIALTY D-1 FRONT DOOR- BLACK FIBERGLASS SP-1 WOOD CANOPY - CHARCOAL SP-2 BIORETENTION PLANTER - STEEL PLATE D-2 GARAGE DOOR - BLACK FIBERGLASS SP-3 BOLT -ON BALCONY - BLACK D-3 SLIDER DOOR - BLACK FIBERGLASS SP-4 5" PLASTER LINTEL PER 3/A5.2 ROOFING WINDOWS R-1 STANDING SEAM METAL ROOF - BLACK W-1 FIBERGLASS WINDOWS - BLACK R-2 HARDIE SOFFIT, LIGHT GRAY DOWNSPOUT SIDING DS-1 METAL DOWNSPOUT - BLACK S-1 FIBER CEMENT 6" T+G VERTICAL SIDING - OLIVE GREEN S-2 FIBER CEMENT 3" T+G VERTICAL SIDING - WHITE GUTTER S-3 BRICK VENEER SIDING - EARTH TONES G-1 GUTTER - BLACK S-4 2xl2 TRIM - WHITE S-5 FIBER CEMENT PANEL - CHARCOAL MECHANICAL S-6 FIBER CEMENT PANEL - WHITE M-1 MINI -SPLIT EXTERIOR UNIT S-7 CEDAR T+G SIDING HORIZONTAL - NATURAL STAIN M-2 VENT COVER -MATCH ADJACENT SIDING COLOR S-8 6" FASCIA - CHARCOAL S-9 CONCRETE LIGHTING S-10 PLASTER PLINTH L-1 WALL SCONCE - BLACK L-2 STEP LIGHT - BLACK L-3 FLOOD LIGHT - BLACK NORTH ELEVATION SCALE: 1 /4" = 1 '-0" SOUTH ELEVATION SCALE: 1/4" = 1'-0" 0 2 4 8 1 /4" = 1 '-0" CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT v I tUJI v I 0 =O N ZO 0� 0 O Z O O W "' J w a0-1 w o� w 0 �o CM M City of EDMONDS Permit Set October 7, 2022 ARevision 1 10/21/22 22 Revision 2 04/03/23 ARevision 3 09/15/23 ARevision 4 02/05/24 ARevision 5 06/10/24 66 Revision 6 08/22/24 FOR PLANNING DEPT USE ONLY ELEVATIONS SCALE: AS NOTED A303 R-1: STANDING SEAM METAL ROOF (BLACK) D-3: SLIDER DOOR (BLACK FIBERGLASS) SP-3: BOLT -ON BALCONY (BLACK) S-5: FIBER CEMENT PANEL (CHARCOAL) SP-1: WOOD CANOPY (CHARCOAL) D-1: FRONT DOOR (BLACK FIBERGLASS) R-1: STANDING SEAM METAL ROOF (BLACK) S-1: FIBER CEMENT 3" T+G VERTICAL SIDING (WHITE) S-1: FIBER CEMENT 6" T+G VERTICAL SIDING (OLIVE GREEN) W-1: FIBERGLASS WINDOWS (BLACK) SP-1: WOOD CANOPY (CHARCOAL) L-1: SCONCE D-2: GARAGE DOOR (BLACK) WEST ELEVATION SCALE: 1 /8" = 1 EAST E L EVAT I O N SCALE: 1 /8" = 1 S-1: FIBER CEMENT 6" T+G VERTICAL SIDING (OLIVE GREEN) D-3: SLIDER DOOR (BLACK FIBERGLASS) SP-3: BOLT -ON BALCONY (BLACK) S-3: BRICK VENEER SIDING (EARTH TONES W-1: FIBERGLASS WINDOWS (BLACK) S-1: FIBER CEMENT 6" T+G VERTICAL SIDING (WHITE) D-3: SLIDER DOOR (BLACK FIBERGLASS) SP-1: WOOD CANOPY (CHARCOAL) S-3: BRICK VENEER SIDING (EARTH TONES) SP-4: PLASTER LINTEL S-10: PLASTER PLINTH SOUTH ELEVATION SCALE: 1 /8" = 1 ' NORTH E L EVAT I O N SCALE: 1 /8" = 1 i R-1: STANDING SEAM METAL ROOF (BLACK) S-1: FIBER CEMENT 3" T+G VERTICAL SIDING (WHITE) W-1: FIBERGLASS WINDOWS (BLACK) SP-1: WOOD CANOPY (CHARCOAL) M - S-3 BRICKVENEER CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SIDING (EARTH TONES M M M M M C R-1: STANDING SEAM METAL ROOF (BLACK) F y � J _CD N ZCD 0� o W � �z z 0 w o J w Qw O w a 0 M M City of EDMONDS Permit Set M October 7, 2022 S-1: FIBER CEMENT 3" T+G VERTICAL SIDING (WHITE) 1� Revision 1 2� Revision 2 ARevision 3 A4 Revision 4 A5 Revision 5 z Revision 6 10/21 /22 04/03/23 09/15/23 02/05/24 06/10/24 08/22/24 FOR PLANNING DEPT USE ONLY RENDERED ELEVATIONS SCALE: AS NOTED A304 e TOWNHOMES VIEWED FROM NORTHWEST SCALE: NTS TOWNHOMES VIEWED FROM NORTH SCALE: NTS � 1 1 CITIZEN � I1E516N M RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT UJI M 0 =o N Z� M �0� 0 �z Z 0 M �o Ww J U o� Oo w M �o CM M r City of EDMONDS Permit Set October 7, 2022 ` A Revision 1 f ` 22 Revision 2 f ` A Revision 3 f A Revision 4 55 Revision 5 f 66 Revision 6 10/21 /22 04/03/23 09/15/23 02/05/24 06/10/24 08/22/24 FOR PLANNING DEPT USE ONLY RENDERINGS SCALE: AS NOTED A305 e TOWNHOMES VIEWED FROM NORTH SCALE: NTS TOWNHOMES VIEWED FROM MOTOR COURT SCALE: NTS 4 CITIZEN � I1E516N M RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT UJI M 0 ` = O N fl Z� 0� 0 In z Z O O W "' J U o� Oo w M �o CM M r City of EDMONDS Permit Set October 7, 2022 ` A Revision 1 f ` A� Revision 2 f ` ZL Revision 3 f A Revision 4 55 Revision 5 f 66 Revision 6 10/21 /22 04/03/23 09/15/23 02/05/24 06/10/24 08/22/24 FOR PLANNING DEPT USE ONLY r RENDERINGS SCALE: AS NOTED A306 0 SECTION NOTES 1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS. 3. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. 4. GUTTER PER PLAN. 5. ROOF OVERFRAMING PER TRUSS MFR. 6. PROVIDE (1) LAYER %" TYPE X GWB AT UNDERSIDE OF STAIRS. 7. SEE 3/A5.3 & 4/A5.3 FOR STAIR AND RAILING DETAILS. 8. CANOPY PER DETAIL 5/A5.3. 9. PARTY WALLS SHALL EXTEND THROUGH ATTIC AND BE TIGHT TO 2 UNDERSIDE OF ROOF SHEATHING 10. BALCONY/CANOPY NOT IN PLANE WITH PROPERTY LINE. REF. A0.5 FOR DTLS. 11. BALCONY BY OTHERS UNDER DEFERRED SUBMITTAL. 12. BIORETENTION PLANTER PER CIVIL. SHOWN FOR REF. ONLY. HEIGHT LIMIT 29'-0"" (83.85'±) TOP OF ROOF 29'-0" (83.85'±) THIRD SUBFLOOR 17'-0" (71.85'±) SECOND SUBFLOOR JIIII 8'-6" (63.35'±) SLAB ON GRADE 0'-0" (54.85'±) AVERAGE GRADE JIIII 4-12" (53.85'±) 0 WALL ASSEMBLIES WALL: TYP. EXTERIOR 17 W1 SIDING PER ELEVATION INFILTRATION BARRIER (TYVEK OR EQUIV.) PLYWOOD SHEATHING PER STRUCTURAL 2x FRAMING PER STRUCTURAL R-21 MIN. BATT INSULATION Z" GWB RESERVED W2 A WALL: 1-HR PARTY WALL W3 REFERENCE ASSEMBLY: GA FILE NO. WP 5513 (STC 45) %" TYPE X GWB SHEATHING PER STRUCTURAL (WHERE OCCURS) 2x4 STAGGERED FRAMING ON 2x6 PLATES PER STRUCTURAL 3 z" FIBERGLASS BATT %" TYPE X GWB WALL: TYP. INTERIOR W4 %"GWB FRAMING PER PLAN 2" GWB `r TRANSVERSE SECTION SCALE: 1 /4" = 1 '-0" FLOOR ASSEMBLIES WALL: INSULATED INTERIOR FLOOR: TYP. MASS TIMBER W5 F1 %" GWB MASS TIMBER SLAB PER STRUCTURAL 2x6 FRAMING PER PLAN R-21 MIN. BATT INSULATION %" GWB FLOOR: INSULATED SLAB ON GRADE F2 CONCRETE SLAB PER STRUCTURAL 6 MIL MIN. VAPOR BARRIER R-10 (2" XPS MIN.) RIGID INSULATION UNDER WALL: UNINSULATED EXTERIOR ENTIRE SLAB W6 4" COMPACTED GRAVEL W1 ASSEMBLY, EXCEPT: NO INSULATION FLOOR: INSULATED MASS TIMBER F3 WALL: FURRING WALL MASS TIMBER SLAB PER STRUCTURAL W7 R-30 MIN. RIGID INSULATION 2x FRAMING PER PLAN 6" XPS OR EQUAL IF GWB EXTERIOR SLAB ON GRADE D1 CONCRETE SLAB PER STRUCTURAL ROOF/CEILING ASSEMBLIES ROOF: TYPICAL FRAMED R1 STANDING SEAM METAL ROOFING PER OWNER 30# FELT UNDERLAYMENT ICE + WATER SHIELD @ EAVES, HALF -LAPPED EXTENDS 24" ABOVE WALL LINE SHEATHING PER STRUCTURAL OVERFRAMING WHERE OCCURS TRUSSES PER STRUCTURAL 1" MIN. AIR GAP R-49 MIN. BATT INSULATION %" GWB PAINT PER OWNER 1 2 1 2 A4.2 T A4.2 3 A4.3 4 A4.3 5 I I CEILING, TYPICAL C1 5 GWB CEILING: GARAGE C2 %" TYPE X GWB CEILING: EXTERIOR SOFFIT C3 4"FIBERCEMENTT+G CEILING: DROPPED SOFFIT C4 2x6 FRAMING %" GWB CITIZEN ESIGH RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT _ I ,uUJI _ I D 0 o N Zo eo Z 0% 0 0 Z O O W "' J W Q W 0ul W O a � o CM M City of EDMONDS Permit Set October 7, 2022 ARevision 1 10/21/22 ARevision 2 04/03/23 ARevision 3 09/15/23 A4 Revision 4 02/05/24 Z& Revision 5 06/10/24 6 Revision 6 08/22/24 FOR PLANNING DEPT USE ONLY SECTIONS AND ASSEMBLIES SCALE: AS NOTED 1 /4" = 1 '-0" A401 0 SECTION NOTES 1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS. 3. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. 4. GUTTER PER PLAN. 5. ROOF OVERFRAMING PER TRUSS MFR. 6. PROVIDE (1) LAYER %" TYPE X GWB AT UNDERSIDE OF STAIRS. 7. SEE 3/A5.3 & 4/A5.3 FOR STAIR AND RAILING DETAILS. 8. CANOPY PER DETAIL 5/A5.3. 9. PARTY WALLS SHALL EXTEND THROUGH ATTIC AND BE TIGHT TO 2 UNDERSIDE OF ROOF SHEATHING 10. BALCONY/CANOPY NOT IN PLANE WITH PROPERTY LINE. REF. A0.5 FOR DTLS. 11. BALCONY BY OTHERS UNDER DEFERRED SUBMITTAL. 12. BIORETENTION PLANTER PER CIVIL. SHOWN FOR REF. ONLY. HEIGHT LIMIT 29'-0"" (83.85'±) TOP OF ROOF 29'-0" (83.85'±) THIRD SUBFLOOR 17-0" (71.85'±) SECOND SUBFLOOR JIIII 8'-6" (63.35'±) SLAB ON GRADE JIIII 0'-0" (54.85'±) AVERAGE GRADE JIIII 4-12" (53.85'±) a WALL ASSEMBLIES WALL: TYP. EXTERIOR 17 W1 SIDING PER ELEVATION INFILTRATION BARRIER (TYVEK OR EQUIV.) PLYWOOD SHEATHING PER STRUCTURAL 2x FRAMING PER STRUCTURAL R-21 MIN. BATT INSULATION Z" GWB RESERVED W2 A WALL: 1-HR PARTY WALL W3 REFERENCE ASSEMBLY: GA FILE NO. WP 5513 (STC 45) %" TYPE X GWB SHEATHING PER STRUCTURAL (WHERE OCCURS) 2x4 STAGGERED FRAMING ON 2x6 PLATES PER STRUCTURAL 3 z" FIBERGLASS BATT %" TYPE X GWB WALL: TYP. INTERIOR W4 %"GWB FRAMING PER PLAN 2" GWB A2 LONGITUDINAL SECTION: UNIT A SCALE: 1 /4" = 1 '-0" WALL: INSULATED INTERIOR W5 i GWB 2x6 FRAMING PER PLAN R-21 MIN. BATT INSULATION %" GWB WALL: UNINSULATED EXTERIOR W6 W1 ASSEMBLY, EXCEPT: NO INSULATION WALL: FURRING WALL W7 2x FRAMING PER PLAN IF GWB FLOOR ASSEMBLIES FLOOR: TYP. MASS TIMBER F1 MASS TIMBER SLAB PER STRUCTURAL FLOOR: INSULATED SLAB ON GRADE F2 CONCRETE SLAB PER STRUCTURAL 6 MIL MIN. VAPOR BARRIER R-10 (2" XPS MIN.) RIGID INSULATION UNDER ENTIRE SLAB 4" COMPACTED GRAVEL FLOOR: INSULATED MASS TIMBER F3 MASS TIMBER SLAB PER STRUCTURAL R-30 MIN. RIGID INSULATION 6" XPS OR EQUAL EXTERIOR SLAB ON GRADE D1 CONCRETE SLAB PER STRUCTURAL ROOF/CEILING ASSEMBLIES ROOF: TYPICAL FRAMED R1 STANDING SEAM METAL ROOFING PER OWNER 30# FELT UNDERLAYMENT ICE + WATER SHIELD @ EAVES, HALF -LAPPED EXTENDS 24" ABOVE WALL LINE SHEATHING PER STRUCTURAL OVERFRAMING WHERE OCCURS TRUSSES PER STRUCTURAL 1" MIN. AIR GAP R-49 MIN. BATT INSULATION %" GWB PAINT PER OWNER CEILING, TYPICAL C1 5 GWB CEILING: GARAGE C2 %" TYPE X GWB CEILING: EXTERIOR SOFFIT C3 4"FIBERCEMENTT+G CEILING: DROPPED SOFFIT C4 2x6 FRAMING %" GWB 1 TB A4.1 A LONGITUDINAL SECTION: UNIT B SCALE: 1 /4" = 1 '-0" CITIZEN ESIGH RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Ul W 0 D 0 o N Zo eo 0% 0 O Z O O W "' J W Q W 0ul W O a � o CM M City of EDMONDS Permit Set October 7, 2022 ARevision 1 ARevision 2 ARevision 3 A4 Revision 4 Z& Revision 5 6 Revision 6 10/21 /22 04/03/23 09/15/23 02/05/24 06/10/24 08/22/24 FOR PLANNING DEPT USE ONLY SECTIONS AND ASSEMBLIES SCALE: AS NOTED 1 /4" = 1 '-0" A402 0 SECTION NOTES 1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS. 3. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. 4. GUTTER PER PLAN. 5. ROOF OVERFRAMING PER TRUSS MFR. 6. PROVIDE (1) LAYER %" TYPE X GWB AT UNDERSIDE OF STAIRS. 7. SEE 3/A5.3 & 4/A5.3 FOR STAIR AND RAILING DETAILS. 8. CANOPY PER DETAIL 5/A5.3. 9. PARTY WALLS SHALL EXTEND THROUGH ATTIC AND BE TIGHT TO 2 UNDERSIDE OF ROOF SHEATHING 10. BALCONY/CANOPY NOT IN PLANE WITH PROPERTY LINE. REF. A0.5 FOR DTLS. 11. BALCONY BY OTHERS UNDER DEFERRED SUBMITTAL. 12. BIORETENTION PLANTER PER CIVIL. SHOWN FOR REF. ONLY. HEIGHT LIMIT 29'-0"" (83.85'±) TOP OF ROOF 29'-0" (83.85'±) THIRD SUBFLOOR 17'-0" (71.85'±) SECOND SUBFLOOR JIIII 8'-6" (63.35'±) SLAB ON GRADE JIIII 0'-0" (54.85'±) AVERAGE GRADE JIIII 4-12" (53.85'±) IV WALL ASSEMBLIES WALL: TYP. EXTERIOR 17 W1 SIDING PER ELEVATION INFILTRATION BARRIER (TYVEK OR EQUIV.) PLYWOOD SHEATHING PER STRUCTURAL 2x FRAMING PER STRUCTURAL R-21 MIN. BATT INSULATION Z" GWB RESERVED W2 A WALL: 1-HR PARTY WALL W3 REFERENCE ASSEMBLY: GA FILE NO. WP 5513 (STC 45) %" TYPE X GWB SHEATHING PER STRUCTURAL (WHERE OCCURS) 2x4 STAGGERED FRAMING ON 2x6 PLATES PER STRUCTURAL 3 z" FIBERGLASS BATT %" TYPE X GWB WALL: TYP. INTERIOR W4 %"GWB FRAMING PER PLAN 2" GWB 1 TB A4.1 1 LONGITUDINAL SECTION: UNIT 3 SCALE: 1 /4" = 1 '-0" WALL: INSULATED INTERIOR W5 i GWB 2x6 FRAMING PER PLAN R-21 MIN. BATT INSULATION %" GWB WALL: UNINSULATED EXTERIOR W6 W1 ASSEMBLY, EXCEPT: NO INSULATION WALL: FURRING WALL W7 2x FRAMING PER PLAN IF GWB FLOOR ASSEMBLIES FLOOR: TYP. MASS TIMBER F1 MASS TIMBER SLAB PER STRUCTURAL FLOOR: INSULATED SLAB ON GRADE F2 CONCRETE SLAB PER STRUCTURAL 6 MIL MIN. VAPOR BARRIER R-10 (2" XPS MIN.) RIGID INSULATION UNDER ENTIRE SLAB 4" COMPACTED GRAVEL FLOOR: INSULATED MASS TIMBER F3 MASS TIMBER SLAB PER STRUCTURAL R-30 MIN. RIGID INSULATION 6" XPS OR EQUAL EXTERIOR SLAB ON GRADE D1 CONCRETE SLAB PER STRUCTURAL R T I o ROOF/CEILING ASSEMBLIES ROOF: TYPICAL FRAMED R1 STANDING SEAM METAL ROOFING PER OWNER 30# FELT UNDERLAYMENT ICE + WATER SHIELD @ EAVES, HALF -LAPPED EXTENDS 24" ABOVE WALL LINE SHEATHING PER STRUCTURAL OVERFRAMING WHERE OCCURS TRUSSES PER STRUCTURAL 1" MIN. AIR GAP R-49 MIN. BATT INSULATION %" GWB PAINT PER OWNER 1 A4.1 LONGITUDINAL SECTION: UNIT SCALE: 1 /4" = 1 '-0" CEILING, TYPICAL C1 5,GWB CEILING: GARAGE C2 %" TYPE X GWB CEILING: EXTERIOR SOFFIT C3 4"FIBERCEMENTT+G CEILING: DROPPED SOFFIT C4 2x6 FRAMING %" GWB T CITIZEN ESIGH RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Zo eo 0% 0 0 Z O O W "' J W Q W 0ul W O a � o CM M City of EDMONDS Permit Set October 7, 2022 ARevision 1 ARevision 2 ARevision 3 A4 Revision 4 Z& Revision 5 6 Revision 6 10/21 /22 04/03/23 09/15/23 02/05/24 06/10/24 08/22/24 FOR PLANNING DEPT USE ONLY SECTIONS AND ASSEMBLIES SCALE: AS NOTED 1 /4" = 1 '-0" A403 ROOF (R1) STANDING SEAM METAL ROOFING PER OWNER 30# FELT UNDERLAYMENT ICE + WATER SHIELD @ EAVES, HALF -LAPPED EXTENDS 24" ABOVE WALL LINE SHEATHING PER STRUCTURAL OVERFRAMING WHERE OCCURS TRUSSES PER STRUCTURAL 1" MIN. AIR GAP R-49 MIN. BATT INSULATION %" GWB PAINT PER OWNER TYPICAL EXTERIOR WALL (W1) SIDING PER ELEVATION INFILTRATION BARRIER (TYVEK OR EQUIV.) PLYWOOD SHEATHING PER STRUCTURAL 2x FRAMING PER STRUCTURAL R-21 MIN. BATT INSULATION %" GWB TYPICAL FLOOR (F1) MASS TIMBER SLAB PER STRUCTURAL (bA52 r � DA53 TYPICAL FLOOR (F1) MASS TIMBER SLAB PER STRUCTURAL I l I 9 A5.3 r TYP. EXTERIOR WALL SCALE: 1 /2" = 1 '-0" INSULATED SLAB ON GRADE (F2) CONCRETE SLAB PER STRUCTURAL 6 MIL MIN. VAPOR BARRIER R-10 (2" XPS MIN.) RIGID INSULATION UNDER ENTIRE SLAB 4" COMPACTED GRAVEL ROOF (R1) STANDING SEAM METAL ROOFING PER OWNER 30# FELT UNDERLAYMENT ICE + WATER SHIELD @ EAVES, HALF -LAPPED EXTENDS 24" ABOVE WALL LINE SHEATHING PER STRUCTURAL OVERFRAMING WHERE OCCURS TRUSSES PER STRUCTURAL 1" MIN. AIR GAP R-49 MIN. BATT INSULATION %" GWB PAINT PER OWNER TYPICAL FLOOR (F1) MASS TIMBER SLAB PER STRUCTURAL TYPICAL EXTERIOR WALL (W1) SIDING PER ELEVATION INFILTRATION BARRIER (TYVEK OR EQUIV.) PLYWOOD SHEATHING PER STRUCTURAL 2x FRAMING PER STRUCTURAL R-21 MIN. BATT INSULATION %" GWB TYPICAL FLOOR (F1) MASS TIMBER SLAB PER STRUCTURAL TYPICAL EXTERIOR WALL (W1) SIDING PER ELEVATION INFILTRATION BARRIER (TYVEK OR EQUIV.) PLYWOOD SHEATHING PER STRUCTURAL 2x FRAMING PER STRUCTURAL R-21 MIN. BATT INSULATION %" GWB INSULATED SLAB ON GRADE (F2) CONCRETE SLAB PER STRUCTURAL 6 MIL MIN. VAPOR BARRIER R-10 (2" XPS MIN.) RIGID INSULATION UNDER ENTIRE SLAB 4" COMPACTED GRAVEL J NOTE: SIDING MATERIALS AND TRIM OFFSET FOR CLARITY. DO NOT CROSS THE PROPERTY LINE WITHOUT APPROVAL OF THE CITY OF EDMONDS. TYP. EXTERIOR WALL SCALE: 1 /2" = 1 '-0" 0 —MO ROOF (R1) STANDING SEAM METAL ROOFING PER OWNER 30# FELT UNDERLAYMENT ICE + WATER SHIELD @ EAVES, HALF -LAPPED EXTENDS 24" ABOVE WALL LINE SHEATHING PER STRUCTURAL OVERFRAMING WHERE OCCURS TRUSSES PER STRUCTURAL 1" MIN. AIR GAP R-49 MIN. BATT INSULATION 8" GWB PAINT PER OWNER 7 TYPICAL FLOOR (F1) MASS TIMBER SLAB PER STRUCTURAL TYPICAL FLOOR (F1) 7 MASS TIMBER SLAB PER A5.2 STRUCTURAL 1 JI 8 4A5.2 r 1 JI =ENi► INSULATED SLAB ON GRADE (F2) CONCRETE SLAB PER STRUCTURAL 6 MIL MIN. VAPOR BARRIER R-10 (2" XPS MIN.) RIGID INSULATION UNDER ENTIRE SLAB 4" COMPACTED GRAVEL ROOF (R1) STANDING SEAM METAL ROOFING PER OWNER 30# FELT UNDERLAYMENT ICE + WATER SHIELD @ EAVES, HALF -LAPPED EXTENDS 24" ABOVE WALL LINE SHEATHING PER STRUCTURAL OVERFRAMING WHERE OCCURS TRUSSES PER STRUCTURAL 1" MIN. AIR GAP R-49 MIN. BATT INSULATION %" GWB PAINT PER OWNER 7 CITIZEN DESIGN �� II II II II II II II II II II II �� II II II II II TYPICAL PARTY WALL (W3) REFERENCE ASSEMBLY: GA FILE NO. WP 5513 (STC 45) %" TYPE X GWB SHEATHING PER STRUCTURAL (WHERE OCCURS) 2x4 STAGGERED FRAMING ON 2x6 PLATES PER STRUC'L 3%" FIBERGLASS BATT %" TYPE X GWB 11 TYP. A5.2 TYPICAL PARTY WALL (W3) REFERENCE ASSEMBLY: GA FILE NO. WP 5513 (STC 45) %" TYPE X GWB SHEATHING PER STRUCTURAL (WHERE OCCURS) 2x4 STAGGERED FRAMING ON 2x6 PLATES PER STRUC'L 3%" FIBERGLASS BATT %" TYPE X GWB \\ \\ \\ \\ \\ \\ \\ \\ /\ // NOTE: ALL ASSEMBLIES TYP. OF BOTH SIDES PARTY WALL AT ROOF INTERSECTION SCALE: 1 /2" = 1 '-0" RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT TYPICAL PARTY WALL (W3) REFERENCE ASSEMBLY: GA FILE NO. WP 5513 (STC 45) %" TYPE X GWB SHEATHING PER STRUCTURAL (WHERE OCCURS) 2x4 STAGGERED FRAMING ON 2x6 PLATES PER STRUC'L 3%" FIBERGLASS BATT %" TYPE X GWB TYPICAL FLOOR (F1) MASS TIMBER SLAB PER STRUCTURAL ` f M M � w M � M 0 ` = O N fl Z00 0o ` f 0 to O Z O O w UJI TYPICAL FLOOR (F1) 11 MASS TIMBER SLAB PER TYP' A5,2 STRUCTURAL ` w f Lu r w ,.... o *Am I mooCM � M A Cit of EDMONDS r y I Permit Set ' October 7, 2022 EA] NOTE: ALL ASSEMBLIES TYP. OF BOTH SIDES TYP. PARTY WALL SCALE: 1 /2" = 1 '-0" INSULATED SLAB ON GRADE (F2) CONCRETE SLAB PER STRUCTURAL 6 MIL MIN. VAPOR BARRIER R-10 (2" XPS MIN.) RIGID INSULATION UNDER ENTIRE SLAB 4" COMPACTED GRAVEL ` A Revision 1 f ` 22 Revision 2 f ` Revision 3 f Revision 4 Revision 5 f 6� Revision 6 10/21 /22 04/03/23 09/15/23 02/05/24 06/10/24 08/22/24 FOR PLANNING DEPT USE ONLY f WALL SECTIONS SCALE: AS NOTED A501 INFILTRATION BARRIER SIDING PER ELEVATION FLEXIBLE FLASHING METAL FLASHING TYPICAL WINDOW HEADER SCALE: 3" = V-0" FLEXIBLE FLASHING INFILTRATION BARRIER SIDING PER ELEVATION IJ TYPICAL WINDOW SILL SCALE: 3" = V-0" CONCRETE FLOOR SLAB PER STRUCTURAL 6 MIL (MIN) VAPOR BARRIER 2" FOAM INSULATION 4" COMPACTED GRAVEL CONCRETE FOUNDATION WALL PER STRUCTURAL SLAB AT GARAGE DOOR SCALE: 3" = V-0" R-10 MIN. RIGID INSULATION HEADER PER STRUCTURAL %" GWB BACKER ROD AND SEALANT WINDOW PER PLAN WINDOW PER PLAN SEALANT FLEXIBLE FLASHING WOOD SILL z" GWB """""ETE COLD JOINT ETE DRIVEWAY /IL WINDOW PER PLAN FLEXIBLE FLASHING INFILTRATION BARRIER SIDING PER ELEVATION FLEXIBLE FLASHING %" GWB WINDOWSILL TYPICAL WINDOW JAMB. SCALE: 3" = V-0" HARDIE OUTSIDE CORNER SCALE: 3" = V-0" PLYWOOD SHEATHING SIDING PER ELEVATION GROUT PER MFR. CEMENT BACKER BOARD INFILTRATION BARRIER SHEET METAL DRIP EDGE FLASHING GARAG E CU RB SCALE: 3" = V-0" �i11:L1� BRICK VENEER PER ELE INFILTRATION B, METAL FLi WRAP LATH AND PLASTER AROUND LEDGER 2x4 P.T. LEDGER w/ TOP EDGE RIPPED TO SLOPE PLASTER PER ELE WIRE MES CEMENT BACKER BRICK TO PLASTER TRANSITION SCALE: 3" = F-0" HARDIE SIDING PER ELEVATION INFILTRATION BARRIER HARDIE TRIM PER ELEVATION BACKER ROD AND SEALANT CEMENT BACKER BOARD BRICK VENEER SIDING PER ELEVATION SF PANEL JOINT PER 6" MPP PER PROVIDES 1-1-1I PER IBC 2: TABLE 601 BRICK TO HARDIE TRANSITION SCALE: 3" = F-0" H SIDE FIRE RATING AT FLOOR/PARTY WALL SCALE: 3" = 1 '-0" SWINGING DOOR SILL @ CONC. SCALE: 3" = V-0" WHITE WOOD TRIM FINISH PER OWNER ch Z \ J U mw LUL wn Ln w <a TYP. SIDING BASE SCALE: 3" = V-0" J -IING JOINT PLYWOOD SHEATHING SIDING PER ELEVATION GROUT PER MFR. CEMENT BACKER BOARD INFILTRATION BARRIER SHEET METAL DRIP EDGE FLASHING 1/2" MIN. z co SLOPE 2% CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT f f f W ` f M 0 ` = o N fl Z00 00 O� 0 to z Z O W "' J w aw M oU') Oo w M �o M M r City of EDMONDS Permit Set October 7, 2022 Revision 1 f ` 22 Revision 2 f ` A Revision 3 f A Revision 4 Revision 5 f 66 Revision 6 10/21 /22 04/03/23 09/15/23 02/05/24 06/10/24 08/22/24 FOR PLANNING DEPT USE ONLY f DETAILS SCALE: AS NOTED A502 SIDING PER ELEVATION SIDING PER ELEVATION RUN INFILTRATION BARRIER CONTINUOUS BEHIND BRACKET FLEXIBLE FLASHING BRACKET, CLEVIS AND CONNECTION PER 8/S3.1 METAL FLASHING METAL ROOF BRACKET, CLEVIS AND CONNECTION PER 8/S3.1 METAL FLASHING GUTTER + DOWNSPOUT PER PLAN 1 x FASCIA. PAINT TO MATCH SIDING BEAM PER STRUCTURAL T&G HARDIE SOFFIT 2x SOFFIT FURRING FRAMING PER STRUC'L RIPPED TO SLOPE ENTRY CANOPY SCALE: 1 " = 1 '-0" RAISED S GRADE W/ AND ENTR` _OOR CONCRETE W/ STRU ENTRY WALKWAY SCALE: I" = 1 '-0" NOTE: HANDRAIL ENDS SHALL RETURN TO THE WALL OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 2 z"0 x%" S.S. PLATE CONNECT WITH 2 BOLTS AND CINCH ANCHORS PER PLATE FASTENED TO WALL, MAX 3'-0" O.C. (TYP.) TYP. HANDRAIL �.3SCALE: I" = 1 '-0" 4'-0" MIN. EACH SIDE FIRE -RETARDANT TREATED SHEATHING PER STRUCTURAL STANDING SEAM METAL ROOFING 30# FELT UNDERLAYMENT II �� II �� II �� i (1) LAYER %" GWB J ASSEMBLY W3 PER SECTION I ASSEMBLY R1 PER SECTION (2) LAYERS TYPE X GWB CONTINUOUS TO UNDERSIDE OF ROOF SHEATHING BETWEEN TWO INTERIOR UNITS TYP. PARTY WALL TERMINATION SCALE: 3/4"=1 '-0" 4"0 STEEL DOWNSPOUT CLEANOUT FINISHED GRADE 4"0 TO 6"0 ADAPTER 6"0 CONC% BEND TIGHTLINE TO BMP PER A1.4 - t7� - — - N SECTION A SECTION B FINISHED FLOOR ROOF PENETRATION PER 8/A5.4 ROUTE VENTS AND DUCTS TO AVOID PENETRATIONS THROUGH ROOF WITHIN 4'-0" OF PARTY WALL BUILDING WALL STORM DRAIN WYE TYP. DOWNSPOUT CONNECTION SCALE: I" = 1 '-0" TYP. STAIR SCALE: 1 " = 1 '-0" 11 4'-0" MIN. EACH SIDE X� TRUSSES AND CONNECTION PER STRUCTURAL (2) LAYERS TYPE X GWB CONTINUOUS TO UNDERSIDE OF ROOF SHEATHING FIRE -RETARDANT TREATED SHEATHING PER STRUC. ASSEMBLY R1 PER SECTION (1) LAYER %" GWB ASSEMBLY W3 PER SECTION BETWEEN AN INTERIOR UNIT AND AN EXTERIOR UNIT NOTE: EXTERIOR WALL NOT SHOWN FOR CLARITY EXTERIOR FLOOR SLAB (WHERE OCCURS) GRAVEL BACKFILL FOR DRAINS PER WSDOT 9-03.12(4) WRAP WITH FILTER FABRIC. FABRIC SHALL BE SUPAC SNP OR APPROVED EQUAL 4" OR 6" SDR 35 PVC PERF. PIPE. TIGHTLINE TO SD CONVEYANCE SYSTEM PER A1.4 EXPANSION JOINT 6" MIN. ,2 TYP. FOOTING DRAIN SCALE: 1 " = 1 '-0" INTERIOR SLAB F3 (WHERE OCCURS) FOOTING AND STEM WALL PER STRUC'L F CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT f f f f W ` f M O ` = o N fl Z00 ao ` f O0 O Z O O W "' J w aw M oU') C) w o � CM o M r City of EDMONDS Permit Set October 7, 2022 ` Revision 1 f ` 22 Revision 2 f ` A Revision 3 f Revision 4 f A Revision 5 f / 6 \ RaviSinn A 10/21 /22 04/03/23 09/15/23 02/05/24 06/10/24 08/22/24 FOR PLANNING DEPT USE ONLY DETAILS SCALE: AS NOTED A503 Al NOTE: TIEBACKS AND WALL CONNECTION SIMILAR TO 5/A5.3 METAL RAIL PER MFR METAL INTERMEDIATE MEMBER PER MFR METAL GRATE DECKING PER MFR BASE PLATE CONNECTION PER MFR STEEL CHANNEL --- — — — — ------- FRAME PER MFR L STANDOFF TO PROVIDE DECKING HARDIE SOFFIT SLOPE (WHERE OCCURS) (WHERE OCCURS) WEATHER -RESISTANT WEATHER -RESISTANT CORRUGATED METAL DECKING HAT CHANNEL. MATCH PER MFR (WHERE OCCURS) SPACER DEPTH. (WHERE OCCURS) TYP. BALCONY AND GUARDRAIL SCALE: 1 " = F-0" w.v 1\ YrMI IV= W 111\ t1 Mr.\ 1 0 MAINTAIN 1" MIN. CLEAR AIRSPACE ABOVE INSULATION FOR CROSS -VENTILATION 2x BLOCKING PER STRUCT COR-A-VENT S400 OR APPROVED EQUAL. FLEXIBLE FLASHING METAL FLASHING GUTTER + DOWNSPOUT PER PLAN 1 x FASCIA. PAINT TO MATCH SIDING TYP. EAVE AND GUTTER SCALE: 1 " = F-0" EXHAUST VENT SCALE: I" = 1 '-0" TURBINE VENTILATOR SCALE: I" = 1 '-0" EXHAUST VENT FLEXIBLE FLASHING WRAP WEATHER BARRIER UP SIDE OF EXHAUST VENT METAL COLLAR TURBINE VENT AND BASE PER MFR FLEXIBLE FLASHING WRAP WEATHER BARRIER UP SIDE OF VENTILATOR METAL COLLAR CITIZEN DESIGN RES U B Aug 26 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT f f W ` f M O ` = O N fl Z 00 0� OIn z Z O O W "' J w aw M o� o0 w M �o CM M r City of EDMONDS Permit Set October 7, 2022 ` A Revision 1 f ` 22 Revision 2 f ` A Revision 3 f A Revision 4 55 Revision 5 f 66 Revision 6 10/21 /22 04/03/23 09/15/23 02/05/24 06/10/24 08/22/24 FOR PLANNING DEPT USE ONLY DETAILS SCALE: AS NOTED A504