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APPROVED BLD FIR PLN RESUB2 BLD2022-0412+Architectural_Plan+8.31.2023_5.25.18_PM+3759897l�1:1:3:]:kv//_,I1[9]061 Wo VU1:191 W1I:r]:110IW, Z!:Z811J:1411]IN:14to] MLYA 01911], *0 ; ITIT111 ON 0 OBTAIN ELECTRICAL APPROVED ALL WORK SUBJECT PERMIT FROM PLANS MUST BE TO FIELD STATE LABOR & ON JOB SITE INSPECTION FOR INDUSTRIES CODE COMPLIANCE City Of Edmonds Building Department Work 8 UNIT ROW HOUSE PROJECT ----------------------------------------------------------- Address 614 5TH AVE S Owner PINE PARK Approved Date 9/13/2023 Building Official O��F�[t� Permit Number BLD2022-0412 UNITS IN THE C BUILDING) 'SPECIAL INSPECTION REPORTS REQUIRED FOR THIS PROJECT. PLEASE PROVIDE SI REPORTS UPON REQUEST OF CITY OF EDMONDS BUILDING INSPECTOR: ■ i1. Bolting in concrete/Epoxy I2. Structural steel/welding 3. structural observation by design professional 15. 4. grading/soils pipe piles I The following documentation shall be available on site for the building inspector: ❑X COE APPROVED ARCHITECTURAL PLAN SET ❑X COE APPROVED STRUCTURAL PLAN SET ; ❑ COE REVIEWED CALCULATION PACKET ❑ ENERGY CREDIT WORKSHEET ❑ SITE PLAN ; ! ❑ CIVIL PLAN !❑ ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ; ■ Please obtain a separate Plumbing permit from ,the City of Edmonds. Zone BD3 Corner Flag Setbacks: Required Proposed Front E �________ Sides N/S --------- ; ------ ----------- 15_ 15 Rear W --- Other --__ __ _ 30____' Height t__ ---- Approved DFM ahyl s swt South County Fire Date: 09/06/2023 APPROVED BY PLANNING Sep 05 2023 09-06-2023 RESUB 2 PLAN REVIEW NOTES: APPROVED WITH CONDITIONS: 1. SEPARATE PERMIT SUBMITTALS ARE REQUIRED FOR EACH TOWNHOME UNIT. A RECOMMENDED FLOW -THROUGH DESIGN WILL MEET SPECIFICATIONS AND REDUCE EQUIPMENT AND CONTINUAING MAINTENANCE REQUIRMENTS. PROVIDE A MINIMUM COMBINATION WATER SERVICE OF ONE INCH (1") METER AND ONE AND ONE HALF (1 1/2") SERVICE LINE OR SHOW THAT THE DOMESTIC AND FIRE PROTECTIONS NEEDS CAN BE MET WITH A SMALLER SERVICE. 2. A MINIMUM OF ONE 12" ADDRESS NUMBERS WITH 1/2 INCH STROKE IN CONTRASTING COLOR TO THIER BACKGROUND SHALL BE REQUIRED ON BUILDING C FACING 5TH OR ALLEY WHICH EVER IS MOST VISIBLE UPON ENTRY TO THE COMPLEX. 4 INCH TOWNHOME NUMBER (EX. C-2) CHARACTERS WITH 1/2 INCH STROKE TO BE INSTALLED ON EACH TOWNHOME VISIBLE FROM BOTH EAST AND WEST DRIVE ISLES IN CONTRASTING COLOR TO THE BACKGROUND. DFM BURT R 0 (E) (N) (x) ABV ACC ACOUS AD ADJ AFF AIB ALT ALUM APPROX ARCH BD BLKG BM BO BOT CAB CB CEM CER CIP CJ CLG CLKG CLO CLR CMU CNTR COL CONIC CONN CONT CT CPT CTR DBL DEMO OF DIA DIM ON DO DR DS DTL DW DWG E EA EL EF ELEC ELEV ENCL EQ EQUIP EST EXIST EXP EXPO EXT FD FE FF F-F FIN FLASH FLR FLUOR FOIC FOC FOM FOS FOF FIR FRPF F/P FT FURR FUT FW GA GALV GC GL GLAM GR GWB HB HC HDO HDR HDWD HDWR HEM HM HORIZ HP HR HT HTF HVAC ID IN INSUL INT JB JF, JT AT CENTERLINE PROPERTY LINE DIAMETER POUND OR NUMBER EXISTING NEW DEMOLISH ABOVE ACCESS ACOUSTICAL AREA DRAIN ADJUSTABLE ABOVE FINISHED FLOOR AIR INFILTRATION BARRIER ALTERNATE ALUMINUM APPROXIMATE ARCHITECTURAL BOARD BLOCKING BEAM BOTTOM OF BOTTOM CABINET CATCH BASIN CEMENT CERAMIC CAST -IN -PLACE CONTROL JOINT CEILING CAULKING CLOSET CLEAR CONCRETE MASONRY UNIT COUNTER COLUMN CONCRETE CONNECTION CONTINUOUS CERAMIC TILE CARPET/CARPETED CENTER DOUBLE DEMOLITION DOUGLAS FIR DIAMETER DIMENSION DOWN DOOR OPENING DOOR DOWN SPOUT DETAIL DISHWASHER DRAWING EAST EACH ELEVATION EXHAUST FAN ELECTRICAL ELEVATOR ENCLOSURE EQUAL EQUIPMENT ESTIMATE EXISTING EXPANDED/EXPANSION EXPOSED EXTERIOR FLOOR DRAIN FIRE EXTINGUISHER FINISH FLOOR FINISH TO FINISH FINISH FLASHING FLOOR/FLOOR OPENING FLUORESCENT FURNISHED BY OWNER - INSTALLED BY CONTRACTOR FACE OF CONCRETE FACE OF MASONRY FACE OF STUD FACE OF FINISH FRAME FIREPROOF FIREPLACE FOOT OR FEET FURRING FUTURE FULL WIDTH GAUGE GALVANIZED GENERAL CONTRACTOR GLASS GLUE -LAMINATED GRADE GYPSUM WALL BOARD HOSE BIB HOLLOW CORE HIGH DENSITY OVERLAY HEADER HARDWOOD HARDWARE HEMLOCK HOLLOW METAL HORIZONTAL HIGH POINT HOUR HEIGHT HAMMER TO FIT HEATING/VENTILATION/ AIR CONDITIONING HOT WATER INSIDE DIAMETER INCH INSULATION INTERIOR JUNCTION BOX 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 NTS 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 PTD 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 SQUAREINCHES 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 TERRAllO 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 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/0 WITHOUT WIN WINDOW WP WATERPROOF WR WATER RESISTANT WSG WIRE SAFETY GLASS WT WEIGHT III 111111]10[rl:Ift%ll1[1P►P 2: INTERIOR ELEVATIONS 3: ASSEMBLY REFERENCE 4: WALL SECTIONS/ DETAIL REFERENCE :_1111VUI_1 9 VICINITY MAP 0 A0.0 OR SECTIONS 0 A0.0 W1 0 1 Ao.O o A0.0 I EVERETT J BELLEVUE \777_ �11 9n E�7 b US-2 aNTS aNTS OWNER + GENERAL CONTRACTOR SEATTLE LUXURY HOMES P.O. BOX 1478 EDMONDS, WA 98020 LIC. NO.: SEATTLH822JB CONTACT: JOHNATHAN KURTH TEL: 206.380.9989 ARCHITECT + APPLICANT CITIZEN DESIGN 10 DRAVUS STREET SEATTLE, WA 98109 CONTACT: JACOB YOUNG TEL: 206.853.8055 EMAIL: JYOUNG@COLLABORATIVECO.COM STRUCTURAL ENGINEER BUILT ENGINEERING 4410 38TH AVENUE S SEATTLE, WA 98118 CONTACT: BRICE PARRISH TEL: 253.985.5008 EMAIL: BRICE@BUILTSTRUCTURAL.COM SURVEYOR CHADWICK AND WINTERS 1422 NW 85TH STREET SEATTLE, WA 98117 CONTACT: BRANDON WINTERS TEL: 206.297.0996 EMAIL: BRANDONW@CHADWICKWINTERS.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 GEOTECHNICAL ENGINEER PANGEO, INC. 3213 EASTLAKE AVENUE E, STE. B SEATTLE, WA 98102 CONTACT: H. MICHAEL XUE TEL: 206.262.0370 EMAIL: MXUE@PANGEOINC.COM LANDSCAPE DESIGNER ROOT OF DESIGN 2020 MALTBY ROAD SUITE 7, PMB 370 BOTHELL, WA 98021 CONTACT: DEVIN PETERSON TEL: 206.491.9545 EMAIL: DEVIN@ROOTOFDESIGN.COM SHEET INDEX ARCHITECTURAL A0.0 PROJECT INFORMATION A0.1 ARCH. GENERAL NOTES A0.2-A0.5 ENERGY CODE COMPLIANCE ZONING SITE PLAN LA0.6 A0.7 SITE SECTIONS + DIAGRAMS SITE SURVEY A1.1 ARCHITECTURAL SITE PLAN A2.1 FLOOR PLANS A2.2 FLOOR PLANS A2.3 FLOOR PLANS A2.4 ROOF PLANS A2.5 ENLARGED FLOOR PLANS A2.6 ENLARGED FLOOR PLANS A2.7 ENLARGED FLOOR PLANS A2.8 ENLARGED FLOOR PLANS A2.9 ENLARGED FLOOR PLANS A2.10 ENLARGED FLOOR PLANS A3.1 BUILDING ELEVATIONS A3.2 BUILDING ELEVATIONS A4.1 SECTIONS & ASSEMBLIES A4.2 SECTIONS & ASSEMBLIES A4.3 SECTIONS & ASSEMBLIES A4.4 SECTIONS & ASSEMBLIES A4.5 SECTIONS & ASSEMBLIES A5.1 WALL SECTIONS A5.2 WALL SECTIONS A5.3 DETAILS 2 A5.4 DETAILS (A5.5 DETAILS A7.1 SCHEDULES LANDSCAPE (UNDER SEPARATE PERMIT) L1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS CONSTRUCT (8) RESIDENTIAL TOWNHOUSES PER PLANS AND AS FOLLOWS • (8) RESIDENTIAL TOWNHOUSES TO EACH CONTAIN 990± SF AGLA AND 495± SF GARAGE. • EACH TOWNHOUSE TO BE LOCATED ON SEPARATELY PLATTED LOT (PLATTING UNDER SEPARATE PERMIT PLN2021-0072). ADDITIONAL BUILDINGS AND SITE IMPROVEMENTS UNDER SEPARATE PERMITS. (E) STRUCTURES TO BE DEMOLISHED UNDER SEPARATE PERMIT. ESTABLISH USES AND OCCUPY, PER PLANS PROJECT INFORMATION SITE ADDRESS 614-616 5TH AVENUE S EDMONDS, WA 98020 JURISDICTION EDMONDS, SNOHOMISH COUNTY, WASHINGTON PARCEL MAP NUMBERS 270326-001-009-00 270326-001-029-00 LEGAL DESCRIPTION BEG AT A POINT 30 FT W AND 132 FT S OF THE NE CDR OF THE S 1/2 OF THE NE 1/4 OF THE NE 1/4 OF THE NE 1/4 OF SEC 26, T 27N, R 3E, W.M.; TH RUNNING W 130 FT; TH S 132 FT; TH E 130 FT; TH N 132 FT TO THE POINT OF BEGINNING. LOT SIZE + ZONING LOT AREA: 0.39 AC (17,160± SF) TOTAL ZONING: BD3 BUILDING INFORMATION PROPOSED STORIES: 3 PROPOSED OCCUPANCY: R-3 (TOWNHOUSE) 3 CONSTRUCTION: TYPE VB (ALL LEVELS) FIRE SUPPRESSION: NFPA 13 D THROUGHOUT (SEPARATE SYSTEMS, EA. UNIT) SEPA COMPLIANCE ENVIRONMENTAL REVIEW COMPLETED UNDER SEPARATE PERMIT PLN2020-0053. BUILDING A: BLD2022-0923 BUILDING B: BLD2022-1104 BUILDING C (THIS PERMIT): BLD2022-0412 SITE IMPROVEMENTS: BLD2022-0694 DEMOLITION: BLD2022-1612 BLD2022-1614 SUBDIVISION: PLN2021-0072 DESIGN REVIEW: PLN2020-0053 STRUCTURAL S1.0 GENERAL STRUCTURAL NOTES S2.8 BUILDING C NORTH FOUNDATION PLAN S2.9 BUILDING C SOUTH FOUNDATION PLAN S2.10 BUILDING C NORTH FIRST LEVEL FRAMING PLAN S2.11 BUILDING C SOUTH FIRST LEVEL FRAMING PLAN S2.12 BUILDING C NORTH SECOND LEVEL FRAMING PLAN S2.13 BUILDING C SOUTH SECOND LEVEL FRAMING PLAN S2.14 BUILDING C NORTH ROOF FRAMING PLAN S2.15 BUILDING C SOUTH ROOF FRAMING PLAN S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS S3.2 STRUCTURAL DETAILS S3.3 STRUCTURAL DETAILS S3.4 STRUCTURAL DETAILS S4.0 STRUCTURAL DETAILS CIVIL (UNDER SEPARATE PERMIT) C01 COVER SHEET CO2 TESC + DEMO PLAN CO3 GRADING PLAN C04 ALLEY PLAN AND PROFILE C05 DRAINAGE PLAN C06 UTILITY PLAN C07 FRONTAGE IMPROVEMENT PLAN C08 DETAILS C09 DETAILS C10 DETAILS C11 DETAILS DOCUMENTS STRUCTURAL CALCULATIONS CITIZEN DESIGN 11976 REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w Z O 0 Lu Ln Z w O Z) Z Q H = z W LO 0 z o w z •o City of EDMONDS Permit March 30, 2022 BUILDING C Intake Rev. 04/22/2022 Revision 2 04/25/2023 Revision 3 08/31 /2023 333 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY PROJECT INFORMATION SCALE: AS NOTED AOOO 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), PIERCE COUNTY CODE (PCC), 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 2015 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 1 RC. 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 IRC SEC. 307.2 44. THRESHOLDS AT EGRESS - LANDINGS OR FLOOR AT THE REQUIRED EGRESS DOOR SHALL NOT BE MORE THAN 1% " 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 31ST AND APRIL 1ST. FIRE SAFETY NOTES 1. FIRE SUPPRESSION IS TO BE PER NFPA 13D AND BY SUBCONTRACTOR UNDER SEPARATE PERMIT. 2. SEPARATE FIRE SUPPRESSION PERMIT IS REQUIRED FOR EACH TOWNHOUSE. 3. ADDRESS NUMBERS FOR EACH TOWNHOUSE SHALL BE POSTED ON THE BUILDING SUCH THAT THEY ARE VISIBLE FROM 5TH AVENUE S. ADDRESS NUMBERS SHALL BE 12" TALL. 1. GARAGE SEPARATION SHALL BE PER IRC TABLE R302.6. GARAGES SHALL BE SEPARATED FROM THE LIVING AREA AND ITS ATTIC AREA BY NOT LESS THAN 1/2" 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 5/8" TYPE X GWB OR EQUIV. 2. OPENINGS BETWEEN GARAGE AND LIVING SPACE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1 3/8" 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 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 2015 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 2015 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 IRC M 1307.3.1. 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 1/2" 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 INCHES 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 1/2 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. DS - 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 INCH / 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 INCHES ABOVE EXPOSED EARTH AND AT LEAST 1 INCH ABOVE SUCH FLOORS. 4. PER IRC R317, 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 1 HOUR SEPARATION BETWEEN DIFFERENT OCCUPANCY TYPES. SEE DRAWINGS AND DETAILS FOR REQUIRED ONE AND TWO HOUR PARTY WALLS BETWEEN UNITS. - GARAGE/ DWELLING PER 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 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 1-1/2" DIA. AND 2" DIA. WITH CLEARANCE OF 1-1/2' 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 1/2" 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 Ml507.3.3. 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 Ml507.3.3(1). TABLE Ml507.3.3(1) - 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 Ml507.3.30) 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: 45 CFM IF RUN INTERMITTENTLY: 25%: 180 CFM, 33%: 135 CFM, 50%: 90 CFM, 66%: 67.5 CFM, 75%: 58.5 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): 45 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)): I EACH UNIT: 180 CFM (25%). 135 CFM (33%). 90 CFM (50%). 67.5 CFM (66%). 58.5 CFM (75%) 1 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% INCH ABOVE THE SURFACE OF THE FINISH FLOOR COVERING, OR OTHER SIMILAR MEASURES WHERE PERMITTED BY THE SEATTLE 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, 2018 IRC, CHAPTER 15, TABLES M1507.3.30) & 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: 3.0 CREDITS FOR SMALL DWELLING UNIT. THE FOLLOWING CREDITS ARE PURSUED: FUEL NORMALIZATION OPTION 2: DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM (1.0 CREDIT) OPTION 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDIT) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT PER 2015 WSEC TABLE R402.1.1 FLOORS R-30 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. GLAZING - VERTICAL U-0.30 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 1-3/4" SOLID CORE WITH FULL WEATHER STRIP AND TRESHOLD. ALL GLAZING IN EXTERIOR DOORS IS TO BE DOUBLE GLAZED WITH SAFETY GLASS. 5. CREDIT OPTION 3.6: DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH NO ELECTRIC RESISTANCE HEATING. SPLIT HEAT PUMP SYSTEMS SHALL BE DESIGN -BUILD 6. 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. 7. SLAB ON GRADE FLOORS SHALL HAVE R-10 RIGID INSULATION FOR 2 FEET AROUND THE PERIMETER WITH AN R-5 TAPERED THERMAL BREAK AT ALL SLAB EDGES. 8. GLAZING AREA ALLOWED IS UNLIMITED, GROUP R-3 ONLY. ALL EXTERIOR GLAZING SHALL BE DOUBLE GLAZED (MIN.). 9. ALL FURTHER CALCULATIONS ARE TO BE PROVIDED BY THE MECHANICAL CONTRACTOR PRIOR TO APPLYING FOR A MECHANICAL PERMIT. 10. HEATING DESIGN TEMPERATURES: (PER WA STATE ENERGY CODE) HEATING: 70 DEGREES INSIDE AND 24 DEGREES OUTSIDE. 11. PROVIDE DUCT INSULATION AS REQUIRED BY WSEC R403.2.1. 12. 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 Ml507.4. A WHOLE HOUSE VENTILATION SYSTEM SHALL BE INSTALLED OF EITHER INTERMITTENT OR CONTINUOUS OPERATION AS REQUIRED BY THE 2018 IRC, CH.15. 13. 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. 14. 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. 15. 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) 16. 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) 17. A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS FOR AIR PERMEABLE INSULATIONS IN VENTED ATTICS. (WSEC R402.2.3) 18. 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) 19. 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) 20. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE PER 2018 WSEC 403.1. 21. MINIMUM 75% OF ALL INTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES. 22. ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES. 23. 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 INCHES ON CENTER. FOUNDATION VENTS SHALL BE PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER SURFACE OF THE FLOOR INSULATION. 24. 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 INCHES ABOVE THE GROUND, POINTING DOWN. 4. HOT WATER TANKS HAVING FLEXIBLE PIPE CONNECTIONS AND OVER 4 FEET 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 1/2" GYPSUM WALL BOARD FOR NON -RATED ASSEMBLIES AND 5/8" 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 N Ll CITIZEN DESIGN NI7s REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w a Z O 0 W z pC w O Z > � � a H = Z W u L) o Lu Z •o City of EDMONDS Permit March 30, 2022 BUILDING C Intake Rev. 04/22/2022 2 Revision 2 04/25/2023 Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ARCHITECTURAL GENERAL NOTES SCALE: AS NOTED AOO 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Version 10 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Project In formation Contact Nformation Pine Park Townhomes Building C Crai Pontius Citizen Design 614 1651h Ave S. Edm nds WA 8020 206-370-9908 ntiu collaborativeco.com Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1 • Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. Authorized Representative All Climate Zones (Table R402.1.1) R-ValueU-Factor' Fenestration U-Factor b n/a 0.30 Skylight U-Factor ° n/a 0.50 Glazed Fenestration SHGC bje n/a n/a Ceiling ° 49 0.026 Wood Frame Walls 21 int 0.056 Floor 30 0.029 Below Grade Wall c•h 10/15/21 int + TB 0.042 Slab • R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the Insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-valuespecified in the table. b The fenestration U-factor column excludes skylights. "10/15/21 +STB" means R-10 continuous insulation on the exterior of the wall, or R-15 continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at c the Interior of the basement wall. "10/15/21 +STB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. For single rafter- or Jolst-vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climote zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. Prescriptive Path - Single Famly 2018 Washington State Energy Code-R t 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 Heating Options Fuel Normalization Descriptions Credits - select ONE heating option User Notes 1 Combustion heating minimum NAECAb 0.0 0 2 Heat pump` 1.0 O 3 Electric resistance heat only - furnace or zonal -1.0 O 4 DHP with zonal electric resistance per option 3.4 0.5 0 5 All other heating systems -1.0_ Credits - select energy option cate 0 Energy Options, Energy Credit Option Descriptions Efficient Building Envelope Efficient Building Envelope ONE from each 1.2 0.5 0 1.2 1.0 0.5 O O 1.3 Efficient Building Envelope 1.4 Efficient Building Envelope 1.0 0 0 O 1.5 Efficient Building Envelope 2.0 1.6 Efficient Building Envelope 3.0 1.7 Efficient Building Envelope 0 0.5 0 (D 0 O O O 0 0 0 0 0 0 0 2.1 Air leakage Control and Efficient Ventilation 0.5 2.2 Air Leakage Control and Efficient Ventilation 1.0 2.3 Air Leakage Control and Efficient Ventilation 1.5 2.4 Air Leakage Control and Efficient Ventilation 2.0 3.1' High Efficiency HVAC 1.0 3.2 High Efficiency HVAC 1.0 3.3' High Efficiency HVAC 1.5 3.4 High Efficiency HVAC 1.5 3.5 High Efficiency HVAC 1.5 3.64 High Efficiency HVAC 2.0 4.1 High Efficiency HVAC Distribution Systemti 0.5 4.2 High Efficiency HVAC Distribution System 1.0 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Summary of Table R406.2 (coat.) Energy Credits - select ONE Energy Credit Option Descriptions (cunt.) energy option from User Notes Options each category d 5.1d Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 0 5.3 Efficient Water Heating 1.0 0 5.4 Efficient Water Heating 1.5 0 5.5 Efficient Water Heating 2.0 0 5.6 Efficient Water Heating 2.5 0 6.1` Renewable Electric Energy (3 credits max) 1.0 Q 7.1 Appliance Package 0.5 ❑ Total Credits ToRgl Clear Fam a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c Equipment listed in Table C403.3.2(1) or C403,3.2(2) d. You cannot select more than one option from any category EXCEPT in category S. Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1.200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table 11406.2 for all requirements and option descriptions. 1. Use the single radio -button in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 through 3 of this worksheet for submission to your building official. Prescriptive Path - Single Family 2018 Washington State Energy Code-R CITIZEN DESIGN NI7s REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w a 0 0 V_ Z O %%O o w vi Z w O Z QtY v7 Z W it O .o w Z •o City of EDMONDS Permit March 30, 2022 BUILDING C Intake Rev. 04/22/2022 Revision 2 04/25/2023 Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ENERGY CODE COMPLIANCE SCALE: AS NOTED Prescriptive Path - Single Family 2018 Washington State Energy Code-R A002 2021 Balderston Associates HeatCAD _ 314 First Ave S Seattle, WA 98104 Phone: 425-243-7290 Email:Hello@balderstonassmiates.com Project Information Project #: Pine Park 614-C (North)_21-12-20 Name: Pine Park 614-C (North Unit) Location: Edmonds, WA Manual J Load Summary Notes: Building C Total Heating: 13,369 Btu/hr Total Sensible: 9,928 Btu/hr Total Latent: 600 Btu/hr Load Report Manual J8 Load Calculation Project#:Pine Park 614-C (North)_21-12-20 Outdoor Conditions Indoor Conditions Location: Everett, Paine Heating Cooling AFB,Washington Room Temp: 68 °F Elevation: 596' Design Temp Diff: 43.0 *F Latitude: 47 Humidity: 35 50 Heating Cooling MoistureD'Iff(Grains): 1.3 Dry Bulb: 25.0 °F 76.0 °F Daily Range: Medium Wet Bulb: 64.0 °F Infiltration Ventilation Method: Simple Num Occupants: 3 Stories: 3 Heating Cooling Construction: Tight Type: Heat Recovery Type: Heat Recovery Exposure Category: Three or Four Exposures ACH: 0.27 ACH: 0.46 Num Fireplaces: None Outside Air: 57 cfm Outside Air: 57 cfm Net Air Changes (Heat/Cool): 0.20 / 0.14 Sensible Eff: 50 % Sensible Eff: 50 INet Flow (Heat/Cool): 43 cfm / 18 cfm Floorplan/Levels First Floor 157 Total Heated Area: 1,487 Second Floor 665 fN Total Cooled Area: 852 ft2 Third Floor 665 W Name:Pine Park 614-C (North Unit) Project#:Pine Park 614-C (North)_21-12-20 Load Breakdown Name Heating Sensible Latent Windows* 3,298 3,293 Skylights* 0 0 Doors 283 0 Walls 4,473 506 Below Grade Walls 0 Ceilings 829 0 Floors 1,162 -110 Infiltration 1,998 -38 0 Internal 1,890 600 Other 0 Duct Loads 0 0 0 Ventilation 1,324 -62 0 Humidification 0 Piping Load 0 Radiant Back Loss 0 Blower Heat 1,706 AED* 2,742 Total 1 13,369 9,928 600 Total Area 1 1,487 ft2 852 ft' *Average Load Procedure Heatina All: 70.0 JSHR: 0.94 Cooling AT': 18.0 MJ8 Tons: 0.88 Est. Heating CFM2: 0 SaFVTon: 971 Est. Cooling CFM2: 426 CFM/SaFt: 0.50 Load Report Name:Pine Park 614-C (North Unit) Project #:Pine Park 614-C (North)_21-12-20 (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Created Using HeatCAD 2021 (12/20/2021) Length = it Area = ft' Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hrft2) Rv = hrft' °F/btu Version:21.0.0080 R (1) AT: Difference between supply air and ratum air (2) Estimated air flow based on specified supply air AT Created Using HeatCAD 2021 (12/20/2021) Head Loss = It water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated Length = It Area = ft2 Temperature ='F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hrrft2) Rv = hr•ft2•°F/btu Version:21.0.0080 R Head Loss = it water RH = Radiant Floor Heating Be = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. Page 1 of See end of report for important Notes and Disclaimers. Page 4 of 7 Name:Pine Park 614-C (North Unit) Load Report Name:Pine Park 614-C (North Unit) Load Report Project #:Pine Park 614-C (North)_21-12-20 Project #:Pine Park 614-C (North)_21-12-20 Constructions Walls Code Description U-Value Area Heating Cooling R-21 Basement Below grade wall 0.048 199 408 0 Int. R-26 Double Wall Fire wall / sound insulated 0.038 757 1,252 145 R-21, U0.056 0.056 117 279 0 R-21, U0.056 0.056 1,061 2,535 361 R-21, U0.056 0.056 583 0 0 Doors Code IDescription U-Value I Area I Heating I Cooling 0.37 Swing U-value - 0.37 Opaque Swing Doors 1 0.370 1 18 1 283 1 0 Floors Code IlDescription U-Value Area Heating Cooling 2213-10p 22D - Vertical Board Insulation Covers Slab Edge, Turns Under the Slab and Extends Four Feet Horizontally, any Floor Cover 0.100 34'- 9" (P) 681 0 R-38p WSEC R-38 Floors 0.026 425 481 -78 R-38p WSEC R-38 Floors 0.026 172 0 -32 Ceilings Code IDescription U-Value Area Heating Cooling 1.75" x 7.25"LVL @12" oc Ceiling On Exposed Beams; R-38 Insulation; Roof Material: Membrane; Roof 0.029 170 0 0 Color: Light; 1.75" x 7.25"LVL @12" oc Ceiling On Exposed Beams; R-38 Insulation; Roof Material: Membrane; Roof 0.029 665 829 0 Color: Light; Glazing Windows Code Description Exposure U-Value SHGC Area Heating Cooling 0.28 GL DR Glass Door, BlindsMedium45 (50%), 1', 1' above. E 0.28 0.25 40 482 0 0.28, 0.25SHGC 0.28, BlindsMedium45 (50%), 1', V above. E 0.28 0.25 68 813 0 0.28, 0.25SHGC 0.28, BlindsMedium45 (50%), 1', V above. E 0.28 0.25 25 301 448 Glass Door UO.30 0.30 glass door, BlindsMedium45 (50%), 1', V above. W 0.30 0.3 132 1,703 2,846 AED Average Load: 3,762 Btu/hr Peak Load: 7,633 Btu/hr Excursion Limit: 4,891 Btu/hr AED Load: 2,742 Btu/hr (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Created Using HestCAD 2021 (12/20P2021) (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = It Area = ft2 Temperature ='F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hr•fl2) Rv = hrfl'•°Flbtu Vemlon:21.0.0080 R Length = It Area = ft' Temperature ='F Flowrate = USGPM Air Flow = ofm Heat Loss = Btulhr Unit Heat Loss = Btu/(hrft2) Rv = hrft2-°F/btu Head Loss = ft water RH = Radiant Floor Heating Be = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated Head Loss = ft water RH = Radiant Floor Heating Be = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. Page 2 of 7 See end of report for important Notes and Disclaimers. Name:Pine Park 614-C (North Unit) Load Report Name:Pine Park 614-C (North Unit) Project #:Pine Park 614-C (North)_21-12-20 Project #:Pine Park 614-C (North)_21-12-20 Internal Loads Other Loads Description Sensible Latent Blower Load Default (1,200 Btuh) 1,200 0 3 Occupants: 690 600 Total 1,890 600 (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = it Area = ft2 emperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btulty Unit Heat Loss = Btu/(hrrft2) Rv = hrfl2.°F/btu Head Loss = ft water RH = Radiant Floor Heating Be = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. 1.706 Btu/hr Created Using HeatCAD 2021 (12/2=021) Version:21.0.0080 R Page 3 of 7 Heating Zones Created Using HestCAD 2021 (12/20f2021) Vemlon:21.0.00W R Page 5 of 7 Load Report Zone Area Room Temp Total Load Zone 101 157 68 2,107 Zone 201 665 68 5,737 Zone 301 665 68 5,525 Heating Rooms Room Area Room Temp Total Load* E Be. 48 68 235 East Bdrm 181 68 1,280 Entry Hall 212 68 1,890 Entry Vestibule 157 68 2,107 Living Dining Kitchen 425 68 3,667 PWDR 1 28 1 68 1 181 Stair Hall 110 68 1,442 W Be. 80 68 1 335 West Bdrm 246 68 2,234 " I no sum of room loads may not be equal to me project total due to additional system loads. Cooling Zones Zone Area Room Temp AED Sensible Load C1 852 78 NO 8,284 (Average Load Procedure) Coolinq Rooms Room Area Room Temp AED Sensible Load* East Bdrm 181 78 NO 1,388 Living Dining Kitchen 425 78 NO 4,695 West Bdrm 246 78 NO 3,023 (Average Load Procedure) The sum of room loads may not equal the project total due to variations in solar gain and system loads. (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = It Area = ft' Temperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hrft) Rv = hrft2-°Flbtu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. Created Using HeatCAD 2021 (12/20/2021) Version:21.0.0080 R Page 6 of 7 Load Report Warnings This application has glass areas that produced large cooling loads for part of the day. Zoning may be required to overcome solar load spikes for one or more rooms. Consider a zoned system, or provide zone control (individual, motorized, thermostatically controlled dampers) for problem room. Single speed equipment may not be suitable for the application. Disclaimers With the permission of the Air Conditioning Contractors of America ("ACCA"), material is reproduced from Manual J Residential Load Calculation (8th Edition) which is copyrighted by ACCA. The program and data are provided "as is" without warranty of any kind either expressed or implied. The entire risk as the quality and performance of the program and data is with you. In no event will ACCA be liable to you for any damages, including without limitation any lost profits, lost savings, or other incidental or consequential damages arising out of the use or inability to use this program or the data. @ 2015 Air Conditioning Contractors of America. All Rights Reserved. www.acca.org ACCA, Manual J and Powered by ACCA Manual J are registered trademarks of the Air Conditioning Contractors of America. All rights reserved. Cold weather humidification, or some lifestyles that produce excessive moisture, may cause condensation to occur if the absolute humidity of the indoor air is too high for the momentary circumstances. Condensation can occur on surfaces or concealed within the structure, and can lead to mold, mildew, frost damage, and moisture damage. The software does not perform calculations for the estimation or detection of possible condensation problems, and it is the designers (i.e. software users) responsibility to do so independently if required. For guidance and additional cautions refer to ACCA Manual J 8th Edition, including Section 1-11 and Section 27. The calculated values shown in this reportare based on the data input by the user of the software. Inaccurate or erroneous data input will result in inaccurate or erroneous results. You are strongly advised to review all input data carefully, and to have the calculated results reviewed by an experienced heating professional to ensure reasonableness and suitability for your application. IN NO EVENT WILL AVENIR SOFTWARE INC. ('AVENIR") OR ITS AFFILIATES BE LIABLE UNDER ANY CONTRACT, NEGLIGENCE, STRICT LIABILITY OR OTHER LEGAL OR EQUITABLE THEORY FOR ANY CONSEQUENTIAL, INCIDENTAL, INDIRECT OR SPECIAL OR PUNITIVE DAMAGES WHATSOEVER (INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF BUSINESS PROFITS, BUSINESS INTERRUPTION, LOSS OF BUSINESS INFORMATION OR DATA AND THE LIKE), EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. AVENIR'S CUMULATIVE LIABILITY FROM ANY CAUSE RELATED TO OR ARISING FROM THE USE THIS REPORT, AND REGARDLESS OF THE FORM OF THE ACTION, SHALL BE LIMITED TO NO GREATER THAN THE AMOUNT OF FEES PAID TO AVENIR UNDER THE SOFTWARE LICENSE AGREEMENT. (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = ft Area = ft2 Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hrft2) Rv = hrft°F/btu Head Loss = it water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. Created Using HeatCAD 2021 (12/20/2021) Version:21.0.0080 R Page 7 of 7 CITIZEN DESIGN 11976 REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w a 0 � Z O 0 W 0 Z W O Z) Z Q H _ u� Z W LL0 0 O W Z �o City of EDMONDS Permit March 30, 2022 BUILDING C AIntake Rev. 04/22/2022 Revision 2 04/25/2023 Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ENERGY CODE COMPLIANCE SCALE: AS NOTED A003 2021 Balderston Associates HeatCAD _ 314 First Ave S Seattle, WA 98104 Phone: 425-243-7290 Email:Hello@balderstonassociates.com Project Information Project #: Pine Park 614-C (Mid)_21-12-20 Name: Pine Park 614-C (Mid Units) Location: Edmonds, WA Manual J Load Summary Notes: Building C - Middle Units C2 - C7 Total Heating: 13,173 Btu/hr Total Sensible: 9,853 Btu/hr Total Latent: 600 Btu/hr Outdoor Conditions Indoor Conditions Location: Everett, Paine Heating Cooling AFB,Washington Room Temp: 68 °F Elevation: 596' Design Temp Diff: 43.0 *F Latitude: 47 Humidity: 35 50 Heating Cooling MoistureD'Iff(Grains): 1.3 Dry Bulb: 25.0 °F 76.0 °F Daily Range: Medium Wet Bulb: 64.0 °F Load Report Manual J8 Load Calculation Project #:Pine Park 614-C (Mid)_21-12-20 Infiltration Ventilation Method: Simple Num Occupants: 3 Stories: 3 Heating Cooling Construction: Tight Type: Heat Recovery Type: Heat Recovery Exposure Category: Three or Four Exposures ACH: 0.27 ACH: 0.46 Num Fireplaces: None Outside Air: 57 cfm Outside Air: 57 cfm Net Air Changes (Heat(Cool): 0.20 / 0.14 Sensible Eff: 50 % Sensible Eff: 50 % Net Flow (Heat/Cool): 43 cfm / 18 cfm Floorplan/Levels First Floor 157 Total Heated Area: 1,487 Second Floor 665 fN Total Cooled Area: 852 ft2 Third Floor 665 W Name:Pine Park 614-C (Mid Units) Project #:Pine Park 614-C (Mid)_V-12-20 Load Breakdown Name Heating Sensible Latent Windows* 3,298 3,293 Skylights* 0 0 Doors 283 0 Walls 3,927 431 Below Grade Walls 0 Ceilings 829 0 Floors 1,514 -110 Infiltration 1,998 -38 0 Internal 1,890 600 Other 0 Duct Loads 0 0 0 Ventilation 1,324 -62 1 0 Humidification 0 Piping Load 0 Radiant Back Loss 0 Blower Heat 1,706 AED* 2,742 Total 13,173 9,853 600 Total Area 1,487 ft' 852 ft2 *Average Load Procedure Heatina All: 70.0 JSHR: 0.94 Cooling AT': 18.0 MJ8 Tons: 0.87 Est. HeatingCFM2:0 SaFVTon:978 Est. Cooling CFM2: 422 CFM/SaFt: 0.50 Load Report Name:Pine Park 614-C (Mid Units) Project #:Pine Park 614-C (Mid)_21-12-20 (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Created Using HeatCAD 2021 (12/20/2021) Length = it Area = ft' Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hrft2) Rv = hrft' °F/btu Version:21.0.0080 R (1) AT: Difference between supply air and ratum air (2) Estimated air flow based on specified supply air AT Created Using HeatCAD 2021 (12/20/2021) Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated Length = It Area = ft2 Temperature ='F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hrrft') Rv = hr•ft2•°F/btu Version:21.0.0080 R Head Loss = ft water RH = Radiant Floor Heating Be = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. Page 1 of See end of report for important Notes and Disclaimers. Page 4 of 7 Name:Pine Park 614-C (Mid Units) Load Report Name:Pine Park 614-C (Mid Units) Load Report Project#:Pine Park 614-C (Mid)_21-12-20 Project#:Pine Park 614-C (Mid)_V-12-20 Constructions Walls Code Description U-Value Area Heating Cooling R-21 Basement Below grade wall 0.048 126 257 0 Int. R-26 Double Wall Fire wall / sound insulated 0.038 1,521 2,515 315 R-21, U0.056 0.056 117 279 0 R-21, U0.056 0.056 367 876 115 R-21, U0.056 0.056 583 0 0 Doors Code IDescription U-Value I Area I Heating I Cooling 0.37 Swing I U-value - 0.37 Opaque Swing Doors 1 0.370 1 18 1 283 1 0 Floors Code IlDescription U-Value Area Heating Cooling 2213-10p 22D - Vertical Board Insulation Covers Slab Edge, Turns Under the Slab and Extends Four Feet Horizontally, any Floor Cover 0.100 52'- 8" (P) 1,033 0 R-38p WSEC R-38 Floors 0.026 425 481 -78 R-38p WSEC R-38 Floors 0.026 172 0 -32 Ceilings Code IDescription U-Value Area Heating Cooling 1.75" x 7.25"LVL @12" oc Ceiling On Exposed Beams; R-38 Insulation; Roof Material: Membrane; Roof 0.029 170 0 0 Color: Light; 1.75" x 7.25"LVL @12" oc Ceiling On Exposed Beams; R-38 Insulation; Roof Material: Membrane; Roof 0.029 665 829 0 Color: Light; Glazing Windows Code Description Exposure U-Value SHGC Area Heating Cooling 0.28 GL DR Glass Door, BlindsMedium45 (50%), 1', V above. E 0.28 0.25 40 482 0 0.28, 0.25SHGC 0.28, BlindsMedium45 (50%), 1', V above. E 0.28 0.25 68 813 0 0.28, 0.25SHGC 0.28, BlindsMedium45 (50%), 1', V above. E 0.28 0.25 25 301 448 Glass Door UO.30 0.30 glass door, BlindsMedium45 (50%), 1', V above. W 0.30 0.3 132 1,703 2,846 AED Average Load: 3,762 Btu/hr Peak Load: 7,633 Btu/hr Excursion Limit: 4,891 Btu/hr AED Load: 2,742 Btu/hr (1) AT: Dtfference between supply air and return air (2) Estimated air flow based on specified supply air AT Created Using HestCAD 2021 (12/20P2021) (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = It Area = ft2 Temperature ='F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unk Heat Loss = Btu/(hr•fl2) Rv = hrfl'•°Flbtu Vemlon:21.0.0080 R Length = It Area = ft' Temperature ='F Flowrate = USGPM Air Flow = ofin Heat Loss = Btulhr Unit Heat Loss = Btu/(hrft2) Rv = hrft2-°F/btu Head Loss = ft water RH = Radiant Floor Heating Be = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated Head Loss = ft water RH = Radiant Floor Heating Be = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. Page 2 of 7 See end of report for important Notes and Disclaimers. Name:Pine Park 614-C (Mid Units) Load Report Name:Pine Park 614-C (Mid Units) Project #:Pine Park 614-C (Mid)_21-12-20 Project #:Pine Park 614-C (Mid)_21-12-20 Internal Loads Other Loads Description Sensible Latent Blower Load Default (1,200 Btuh) 1,200 0 3 Occupants: 690 600 Total 1,890 600 (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = it Area = ft2 emperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btulty Unit Heat Loss = Btu/(hrrft2) Rv = hrfl2.°F/btu Head Loss = ft water RH = Radiant Floor Heating Be = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. 1.706 Btu/hr Created Using HeatCAD 2021 (12/2=021) Version:21.0.0080 R Page 3 of 7 Heating Zones Created Using HestCAD 2021 (12/20f2021) Vemion:21.0.00W R Page 5 of 7 Load Report Zone Area Room Temp Total Load Zone 101 157 68 2,429 Zone 201 665 68 5,462 Zone 301 665 68 5,282 Heating Rooms Room Area Room Temp Total Load* E Be. 48 68 193 East Bdrm 181 68 1,191 Entry Hall 212 68 1,790 Entry Vestibule 157 68 2,429 Living Dining Kitchen 425 68 3,491 PWDR 1 28 1 68 1 181 Stair Hall 110 68 1,443 W Be. 80 68 1 297 West Bdrm 246 68 2,158 " I no sum of room loads may not be equal to me project total due to additional system loads. Cooling Zones Zone Area Room Temp AED Sensible Load C1 852 78 NO 8,208 (Average Load Procedure) Coolinq Rooms Room Area Room Temp AED Sensible Load* East Bdrm 181 78 NO 1,369 Living Dining Kitchen 425 78 NO 4,656 West Bdrm 246 78 NO 3,006 (Average Load Procedure) The sum of room loads may not equal the project total due to variations in solar gain and system loads. (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = It Area = ft' Temperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hrft) Rv = hrft2-°Flbtu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. Created Using HeatCAD 2021 (12/20/2021) Version:21.0.0080 R Page 6 of 7 Load Report Warnings This application has glass areas that produced large cooling loads for part of the day. Zoning may be required to overcome solar load spikes for one or more rooms. Consider a zoned system, or provide zone control (individual, motorized, thermostatically controlled dampers) for problem room. Single speed equipment may not be suitable for the application. Disclaimers With the permission of the Air Conditioning Contractors of America ("ACCA"), material is reproduced from Manual J Residential Load Calculation (8th Edition) which is copyrighted by ACCA. The program and data are provided "as is" without warranty of any kind either expressed or implied. The entire risk as the quality and performance of the program and data is with you. In no event will ACCA be liable to you for any damages, including without limitation any lost profits, lost savings, or other incidental or consequential damages arising out of the use or inability to use this program or the data. @ 2015 Air Conditioning Contractors of America. All Rights Reserved. www.acca.org ACCA, Manual J and Powered by ACCA Manual J are registered trademarks of the Air Conditioning Contractors of America. All rights reserved. Cold weather humidification, or some lifestyles that produce excessive moisture, may cause condensation to occur if the absolute humidity of the indoor air is too high for the momentary circumstances. Condensation can occur on surfaces or concealed within the structure, and can lead to mold, mildew, frost damage, and moisture damage. The software does not perform calculations for the estimation or detection of possible condensation problems, and it is the designers (i.e. software users) responsibility to do so independently if required. For guidance and additional cautions refer to ACCA Manual J 8th Edition, including Section 1-11 and Section 27. The calculated values shown in this reportare based on the data input by the user of the software. Inaccurate or erroneous data input will result in inaccurate or erroneous results. You are strongly advised to review all input data carefully, and to have the calculated results reviewed by an experienced heating professional to ensure reasonableness and suitability for your application. IN NO EVENT WILL AVENIR SOFTWARE INC. ('AVENIR") OR ITS AFFILIATES BE LIABLE UNDER ANY CONTRACT, NEGLIGENCE, STRICT LIABILITY OR OTHER LEGAL OR EQUITABLE THEORY FOR ANY CONSEQUENTIAL, INCIDENTAL, INDIRECT OR SPECIAL OR PUNITIVE DAMAGES WHATSOEVER (INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF BUSINESS PROFITS, BUSINESS INTERRUPTION, LOSS OF BUSINESS INFORMATION OR DATA AND THE LIKE), EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. AVENIR'S CUMULATIVE LIABILITY FROM ANY CAUSE RELATED TO OR ARISING FROM THE USE THIS REPORT, AND REGARDLESS OF THE FORM OF THE ACTION, SHALL BE LIMITED TO NO GREATER THAN THE AMOUNT OF FEES PAID TO AVENIR UNDER THE SOFTWARE LICENSE AGREEMENT. (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = ft Area = ft2 Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hrft2) Rv = hrft°F/btu Head Loss = it water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. Created Using HeatCAD 2021 (12/20/2021) Version:21.0.0080 R Page 7 of 7 CITIZEN DESIGN N1176 REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w a 0 � Z O 0 W 0 Z W O Z) Z Q H _ tl') Z W LL0 0 O W Z �o City of EDMONDS Permit March 30, 2022 BUILDING C AIntake Rev. 04/22/2022 Revision 2 04/25/2023 Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ENERGY CODE COMPLIANCE SCALE: AS NOTED A004 2021 Balderston Associates HeatCAD _ 314 First Ave S Seattle, WA 98104 Phone: 425-243-7290 Email:Hello@balderstonassociates.com Project Information Project#: Pine Park 614-C (South)_21-12-20 Name: Pine Park 614-C (South Unit) Location: Edmonds, WA Manual J Load Summary Notes: Building C - South Unit C8 Total Heating: 13,368 Btu/hr Total Sensible: 9,917 Btu/hr Total Latent: 600 Btu/hr Load Report Manual J8 Load Calculation Project #:Pine Park 614-C (South)_21-12-20 Outdoor Conditions Indoor Conditions Location: Everett, Paine Heating Cooling AFB,Washington Room Temp: 68 °F Elevation: 596' Design Temp Diff: 43.0 *F Latitude: 47 Humidity: 35 50 Heating Cooling MoistureD'Iff(Grains): 1.3 Dry Bulb: 25.0 °F 76.0 °F Daily Range: Medium Wet Bulb: 64.0 °F Infiltration Ventilation Method: Simple Num Occupants: 3 Stories: 3 Heating Cooling Construction: Tight Type: Heat Recovery Type: Heat Recovery Exposure Category: Three or Four Exposures ACH: 0.27 ACH: 0.46 Num Fireplaces: None Outside Air: 57 cfm Outside Air: 57 cfm Net Air Changes (Heat(Cool): 0.20 / 0.14 Sensible Eff: 50 % Sensible Eff: 50 % INet Flow (Heat/Cool): 43 cfm / 18 cfm Floorplan/Levels First Floor 157 Total Heated Area: 1,487 Second Floor 665 fN Total Cooled Area: 852 ft2 Third Floor 665 W Name:Pine Park 614-C (South Unit) Project #:Pine Park 614-C (South)_21-12-20 Load Breakdown Name Heating Sensible Latent Windows* 3,298 3,293 Skylights* 0 0 Doors 283 0 Walls 4,473 495 Below Grade Walls 0 Ceilings 829 0 Floors 1,162 -110 Infiltration 1,998 -38 0 Internal 1,890 600 Other 0 Duct Loads 0 0 0 Ventilation 1,324 -62 1 0 Humidification 0 Piping Load 0 Radiant Back Loss 0 Blower Heat 1,706 AED* 2,742 Total 1 13,368 9,917 600 Total Area 1 1,487 ft2 852 ft2 *Average Load Procedure Heatina All: 70.0 JSHR: 0.94 Cooling AT': 18.0 MJ8 Tons: 0.88 Est. Heating CFM2: 0 SaFVTon: 972 Est. Cooling CFM2: 426 CFM/SaFt: 0.50 Load Report Name:Pine Park 614-C (South Unit) Project #:Pine Park 614-C (South)_21-12-20 (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Created Using HeatCAD 2021 (12/20/2021) Length = it Area = ft' Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hrft2) Rv = hrft' °F/btu Version:21.0.0080 R (1) AT: Difference between supply air and retum air (2) Estimated air flow based on specified supply air AT Created Using HeatCAD 2021 (12/20/2021) Head Loss = It water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated Length = It Area = ft2 Temperature ='F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hrrft') Rv = hr•ft2•°F/btu Version:21.0.0080 R Head Loss = it water RH = Radiant Floor Heating Be = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. Page 1 of See end of report for important Notes and Disclaimers. Page 4 of 7 Name:Pine Park 614-C (South Unit) Load Report Name:Pine Park 614-C (South Unit) Load Report Project #:Pine Park 614-C (South)_21-12-20 Project #:Pine Park 614-C (South)_21-12-20 Constructions Walls Code Description U-Value Area Heating Cooling R-21 Basement Below grade wall 0.048 187 383 0 Int. R-26 Double Wall Fire wall / sound insulated 0.038 764 1,263 170 R-21, U0.056 0.056 117 279 0 R-21, U0.056 0.056 1,067 2,549 325 R-21, U0.056 0.056 583 0 0 Doors Code IDescription U-Value I Area I Heating I Cooling 0.37 Swing U-value - 0.37 Opaque Swing Doors 1 0.370 1 18 1 283 1 0 Floors Code IDescription U-Value Area Heating Cooling 2213-10p 22D - Vertical Board Insulation Covers Slab Edge, Turns Under the Slab and Extends Four Feet Horizontally, any Floor Cover 0.100 34'- 9" (P) 681 0 R-38p WSEC R-38 Floors 0.026 425 481 -78 R-38p WSEC R-38 Floors 0.026 172 0 -32 Ceilings Code IDescription U-Value Area Heating Cooling 1.75" x 7.25"LVL @12" oc Ceiling On Exposed Beams; R-38 Insulation; Roof Material: Membrane; Roof 0.029 170 0 0 Color: Light; 1.75" x 7.25"LVL @12" oc Ceiling On Exposed Beams; R-38 Insulation; Roof Material: Membrane; Roof 0.029 665 829 0 Color: Light; Glazing Windows Code Description Exposure U-Value SHGC Area Heating Cooling 0.28 GL DR Glass Door, BlindsMedium45 (50%), 1', V above. E 0.28 0.25 40 482 0 0.28, 0.25SHGC 0.28, BlindsMedium45 (50%), 1', V above. E 0.28 0.25 68 813 0 0.28, 0.25SHGC 0.28, BlindsMedium45 (50%), 1', V above. E 0.28 0.25 25 301 448 Glass Door UO.30 0.30 glass door, BlindsMedium45 (50%), 1', V above. W 0.30 0.3 132 1,703 2,846 AED Average Load: 3,762 Btu/hr Peak Load: 7,633 Btu/hr Excursion Limit: 4,891 Btu/hr AED Load: 2,742 Btu/hr (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Created Using HeatCAD 2021 (12/20P2021) (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = It Area = ft2 Temperature ='F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hr•fl2) Rv = hrfl'•°Flbtu Vemlon:21.0.0080 R Length = It Area = ft' Temperature ='F Flowrate = USGPM Air Flow = ofm Heat Loss = Btulhr Unit Heat Loss = Btu/(hrft2) Rv = hrft2-°F/btu Head Loss = ft water RH = Radiant Floor Heating Be = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated Head Loss = ft water RH = Radiant Floor Heating Be = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. Page 2 of 7 See end of report for important Notes and Disclaimers. Name:Pine Park 614-C (South Unit) Load Report Name:Pine Park 614-C (South Unit) Project #:Pine Park 614-C (South)_21-12-20 Project #:Pine Park 614-C (South)_21-12-20 Internal Loads Other Loads Description Sensible Latent Blower Load Default (1,200 Btuh) 1,200 0 3 Occupants: 690 600 Total 1,890 600 (1) AT: Difference between supply air and retum air (2) Estimated air flow based on specified supply air AT Length = it Area = ft2 emperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btulty Unit Heat Loss = Btu/(hrrft') Rv = hrfl2.°F/btu Head Loss = ft water RH = Radiant Floor Heating Be = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. 1.706 Btu/hr Created Using HeatCAD 2021 (12/2=021) Version:21.0.0080 R Page 3 of 7 Heating Zones Created Using HestCAD 2021 (12/20f2021) Vemlon:21.0.00W R Page 5 of 7 Load Report Zone Area Room Temp Total Load Zone 101 157 68 2,102 Zone 201 665 68 5,738 Zone 301 665 68 5,529 Heating Rooms Room Area Room Temp Total Load* E Be. 48 68 208 East Bdrm 181 68 1,191 Entry Hall 212 68 1,890 Entry Vestibule 157 68 2,102 Living Dining Kitchen 425 68 3,667 PWDR 1 28 1 68 1 181 Stair Hall 110 68 1,562 W Be. 80 68 1 297 West Bdrm 246 68 2,272 " I no sum of room loads may not be equal to me project total due to additional system loads. Cooling Zones Zone Area Room Temp AED Sensible Load C1 852 78 NO 8,273 (Average Load Procedure) Coolinq Rooms Room Area Room Temp AED Sensible Load* East Bdrm 181 78 NO 1,369 Living Dining Kitchen 425 78 NO 4,695 West Bdrm 246 78 NO 3,032 (Average Load Procedure) The sum of room loads may not equal the project total due to variations in solar gain and system loads. (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = It Area = ft2 Temperature = °F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hrft) Rv = hrft2-°Flbtu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. Created Using HeatCAD 2021 (12/20/2021) Version:21.0.0080 R Page 6 of 7 Load Report Warnings This application has glass areas that produced large cooling loads for part of the day. Zoning may be required to overcome solar load spikes for one or more rooms. Consider a zoned system, or provide zone control (individual, motorized, thermostatically controlled dampers) for problem room. Single speed equipment may not be suitable for the application. Disclaimers With the permission of the Air Conditioning Contractors of America ("ACCA"), material is reproduced from Manual J Residential Load Calculation (8th Edition) which is copyrighted by ACCA. The program and data are provided "as is" without warranty of any kind either expressed or implied. The entire risk as the quality and performance of the program and data is with you. In no event will ACCA be liable to you for any damages, including without limitation any lost profits, lost savings, or other incidental or consequential damages arising out of the use or inability to use this program or the data. @ 2015 Air Conditioning Contractors of America. All Rights Reserved. www.acca.org ACCA, Manual J and Powered by ACCA Manual J are registered trademarks of the Air Conditioning Contractors of America. All rights reserved. Cold weather humidification, or some lifestyles that produce excessive moisture, may cause condensation to occur if the absolute humidity of the indoor air is too high for the momentary circumstances. Condensation can occur on surfaces or concealed within the structure, and can lead to mold, mildew, frost damage, and moisture damage. The software does not perform calculations for the estimation or detection of possible condensation problems, and it is the designers (i.e. software users) responsibility to do so independently if required. For guidance and additional cautions refer to ACCA Manual J 8th Edition, including Section 1-11 and Section 27. The calculated values shown in this reportare based on the data input by the user of the software. Inaccurate or erroneous data input will result in inaccurate or erroneous results. You are strongly advised to review all input data carefully, and to have the calculated results reviewed by an experienced heating professional to ensure reasonableness and suitability for your application. IN NO EVENT WILL AVENIR SOFTWARE INC. ('AVENIR") OR ITS AFFILIATES BE LIABLE UNDER ANY CONTRACT, NEGLIGENCE, STRICT LIABILITY OR OTHER LEGAL OR EQUITABLE THEORY FOR ANY CONSEQUENTIAL, INCIDENTAL, INDIRECT OR SPECIAL OR PUNITIVE DAMAGES WHATSOEVER (INCLUDING, BUT NOT LIMITED TO, DAMAGES FOR LOSS OF BUSINESS PROFITS, BUSINESS INTERRUPTION, LOSS OF BUSINESS INFORMATION OR DATA AND THE LIKE), EVEN IF SUCH PARTY HAS BEEN ADVISED OF THE POSSIBILITY OF SUCH DAMAGES. AVENIR'S CUMULATIVE LIABILITY FROM ANY CAUSE RELATED TO OR ARISING FROM THE USE THIS REPORT, AND REGARDLESS OF THE FORM OF THE ACTION, SHALL BE LIMITED TO NO GREATER THAN THE AMOUNT OF FEES PAID TO AVENIR UNDER THE SOFTWARE LICENSE AGREEMENT. (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = ft Area = ft2 Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hrft2) Rv = hrft°F/btu Head Loss = it water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated See end of report for important Notes and Disclaimers. Created Using HeatCAD 2021 (12/20/2021) Version:21.0.0080 R Page 7 of 7 CITIZEN DESIGN 11976 REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w a 0 0 � Z O 0 W 0 Z W O Z) Z Q H _ u� Z W LL0 0 O W Z �o City of EDMONDS Permit March 30, 2022 BUILDING C AIntake Rev. 04/22/2022 Revision 2 04/25/2023 Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ENERGY CODE COMPLIANCE SCALE: AS NOTED A005 VICINITY MAP a NTS EDMONDS DESIGN STANDARDS CODE COMPLIANCE 2018 SRC / TYPE V-B / OCC. R-3 / ZONED BD3 PERMITTED USES: ALLOWED: MULTIFAMILY RESIDENTIAL PERMITTED OUTRIGHT (ECDC 16.43.020) PROPOSED: MULTIFAMILY RESIDENTIAL (TOWNHOUSES) LOT AREA: N/A: NO REQUIREMENT (ECDC 16.43.030.A) LOT WIDTH: N/A: NO REQUIREMENT (ECDC 16.43.030.A) SETBACKS: REQUIRED: 15 FT FROM ABUTTING R-ZONED PROPERTIES (ECDC 16.43.030.A) PROPOSED: 15 FT FROM WESTERLY ABUTTING LOT STRUCTURE HEIGHT: (ECDC 16.43.030.A) ALLOWED: 30 FT ABOVE AVERAGE EXISTING GRADE (REF. A0.4) �D BUILDING C: 75.98' + 30' = 105.98' 3 PROPOSED: REF. A3.1-A3.4 FOR DETAILS BUILDING C: 103.50' GROUND FLOOR HEIGHT: N/A: BUILDING C NOT LOCATED ALONG DESIGNATED (ECDC 16.43.030.A) STREET FRONTAGE GROUND FLOOR ELEVATION: N/A: BUILDING C NOT LOCATED ALONG DESIGNATED (ECDC 16.43.030.B.5) STREET FRONTAGE GROUND FLOOR USES: N/A: BUILDING C NOT LOCATED ALONG DESIGNATED (ECDC 16.43.030.B.7) STREET FRONTAGE (ECDC 16.43.030.B.10.e) OPEN SPACE: N/A: OPEN SPACE REQUIREMENTS APPLY TO LOTS IN (ECDC 16.43.030.E) EXCESS OF 12,000 SF AND TO BUILDINGS WITH STREET FRONTAGE EXCEEDING 120 FT IN WIDTH. NEITHER CONDITION IS TRUE OF THIS PROJECT. DENSITY: N/A: NO LIMIT (ECDC 16.43.030.F) PARKING: REQUIRED: ONE PARKING SPACE REQUIRED PER DWELLING UNIT (ECDC 17.50.010.C) ONE PARKING SPACE REQUIRED PER 500 SF COMMERCIAL FLOOR AREA. UNITS IN BUILDING C CONTAIN RESIDENTIAL FLOOR AREA ONLY. THUS, THEY REQUIRE ONE PARKING SPACE EACH. PROPOSED: 8 SPACES PROVIDED IN PRIVATE GARAGES. FACADE TRANSPARENCY: N/A: BUILDING C NOT LOCATED ALONG DESIGNATED (ECDC 22.43.050) STREET FRONTAGE -S Q Q 3 WV \.i \./ W W W W W W W W W W W W�-W W �J W W W W W�W W W W W W W W W W W W W WV J cL 5TH AVENUE S o 2 S� a o < RELOCATE (E) BENCH Q r'i=� 3 q 2 \ \ 4 W W 1 d (/ 1 S S S S S S S S S S S S S S S S S S J / S S S S TS S STREET SIGN (TYP) 0 (E) CATCH BASIN / (E) SSMH -103 d ca RIM:84.39' RIM:85.68' 8"PVC W IE: 82.89' � CTR CHANN IE: 80.48' � Cl Q Cl a G Cl-G Cl-[1Q Q Q Q a Q rr Q Q a Qa a Q Q II Q A0.7 I ° �" ��1�C�� (N) STREET TREE PER REMOVE (E) DRIVEWAY AND (E) FLOWER POLE TO BE (N) ALLEY ENTRANCE PER L'SCAPE (TYP. OF 4) RESTORE CURB & WALK PER REMOVED. CONTRACTOR \ CIVIL. SHOWN FOR REF. ONLY SHOWN FOR REF. ONLY q CIVIL. SHOWN FOR REF. ONLY SHALL CONTACT PARKS WSW W -W W W- W W W W W W W W W W W W W W W - W-- G GV w a 1DEPT. TO COLLECT POLE u G o� G RAFTER REMOVAL. G G G��G �i G G G G -.Do oe C 'v -d°-PV°0 �qo�eoL-0.Q ao ?n�pno °� .. - .. Q dod,�.00po eQa °'vo pppn no d .PV�.e oo� OpnodQ Q a.e'. FOUND MAG NAIL �.. �o oRp I , o0 o4,611' EG=84.8+ ° ° o o Q d coa80 8 Q. .d o ° q 0 0p� 8� d Q I. a 080 p. Q \; - a 80 0p I Q .0 p e.. I ° / d 1 C p R C a 3 R C o. p R d Q nQ .ate za M d, o Q e e = a \a d FO PIPE (TYP.) ,WM 3 e e. a & WASHER (TYP) I f d FG = 84.8± a d o` '.; S01,°01'42"W 132. EG=85.7± rt�-w w w- w-w w-w w-V w-w- FG = 85.5± ° EG = 83.6± x I�IMFG = 83.6± EG = 84. _ v/ / WM v� P V F Z_/ FG = 84. ±Lu 85 Q (n m -- \I N REMOVE + 83 1 (5) TREES 1 BUILDING B M � BUILDING A w � a UNDER SEPARATE g UNDER SEPARATE PERMIT BLD2022-0923 \ c o = PERMIT BLD2022-1104 M U w 82 0\_ � m _ MONITOR � `"-82 WELL 1"E Cu = aj.0 FG = 82.9 (E) NEIGHBORING BUILDING 610 5TH AVENUE S FFE = 84.05 FT APN: 270326-001-009-00 ZONED: BD3 w U o Y z N Q ( m Ei I/EG = 82.3+ FG = 82.3± 81 0 � o EG 83.5+ EG = 79 5+ N N • I SEG = 82.7'± MOTOR COURT SHOWN FOR REF. ONLY ASPHALT (N) UTILITIES PER CIVIL, TY_ ■��■■ =_ ■■■ I■II E z'S VIA SUBDIVISION I■oI MEN(UNDER SEPARATE -PER -MIT -PLN2021-007-2) , ■■i No ��■iii■■■i■�■ii■■iilii■iiil■ii■�,■► i■liiiill■■ 10.0 ± 1 Tr) I BUILDING C: _ _ _ _ (8) 3-STORYTH (INC. BSMT) 80 -1 F -1 F FOOTPRINT AREA: 3960± SF D D L AVG (E) GRADE: 78.3'± _7 -� BASEMENT FFE: 74.0'± AGLA: 990± SF (EA) (E) CATCH BASIN d I GARAGE/BSMT: 495± SF (EA) RIM: 72.98' 75 4" PVC W I E: 72.18' 4" PVC N IE: 72.18 A0.7 tj EG = 73.9± FG = 73.9± tj s s s-s- s-ts s s s s s s s s s s s s s s s s s - G G G G G G G G n DS DS DS DS _ozw Z�3,-- I� N�� (N) TREE IN BUFFER AREA (N) WOOD FENCE PER L'SCAPE r "I PER L'SCAPE (TYP. OF 13) . . . I I . . SHOWN FOR REF. ONLY . . . . . . . ;0 . .I Y �� ASPHALT SHOWN FOR REF. ONLY o, o w N DRIVEWAY.) � i I / 6ET I 5'-6" L'SCAPE \ AREA --� I I I J ZONING SITE PLAN SCALE: I" = 10' 7 TREE PROTECTION I FENCE PER L'SCAPE a 6• ET I / x ..,� �..,.,l.s.-ram N01°01'42"E 132.00' NEIGHBORING CONDO 517-519 4TH AVENUE S / APN: 006493-001 -001 -00 ZONED: RM-2.4 / �1 4 A0.7 6 0 0 M w FG = 79.0± Z = C C' i CDp 80 o w o m > - a�LU w o - M CD z J Q I ~ O W N v CD I w ,p C Z I >o d a dN 79 Q 16'-n 4/A" FIRE I AMP 76 I EG = 76.0+ FG = 76.0± �- 75 -75- z c� L LL 74 0 : 5 _EGI = 73.3±+ FG = 73.3± s-s- J (E) SSMH RIM: 69.68' CTR CHANN:63.08' N Iff V) M CATCHI BASIN :RIM: 69.29' 6" CON N IE: 67.04' 10" CON W IE: 66.29' 8" CONC S IE: 66.69' S�S S- D 0 5 10 20 1"=10' SCOPE OF WORK 0 CONSTRUCT (8) RESIDENTIAL TOWNHOUSES PER PLANS AND AS FOLLOWS: • (8) RESIDENTIAL TOWNHOUSES TO EACH CONTAIN 990± SF AGLA AND 495± SF GARAGE. • EACH TOWNHOUSE TO BE LOCATED ON SEPARATELY PLATTED LOT (PLATTING UNDER SEPARATE PERMIT PLN2021-0072). ADDITIONAL BUILDINGS AND SITE IMPROVEMENTS UNDER SEPARATE PERMITS. (E) STRUCTURES TO BE DEMOLISHED UNDER SEPARATE PERMIT. ESTABLISH USES AND OCCUPY, PER PLANS. PROJ ECT I N FO. SITE ADDRESS 614-616 5TH AVENUE S EDMONDS, WA 98020 PARCEL MAP NUMBERS 270326-001-009-00 270326-001-029-00 LEGAL DESCRIPTION BEG AT A POINT 30 FT W AND 132 FT S OF THE NE COR OF THE 1/2 OF THE NE 1/4OFTHE NE 1/4OFTHE NE 1/4OF SEC 26, T 27N, R 3E, W.M.; TH RUNNING W 130 FT; TH S 132 FT; TH E 130 FT; TH N 132 FT TO THE POINT OF BEGINNING. LOT AREA AND ZONING LOT AREA: 17,160 SF (TOTAL) ZONING: BD3 JURISDICTION EDMONDS, SNOHOMISH COUNTY, WASHINGTON BUILDING INFORMATION PROPOSED STORIES: 3 PROPOSED OCCUPANCY: R-3 (TOWNHOUSE) 3 CONSTRUCTION: TYPE VB (ALL LEVELS) FIRE SUPPRESSION: NFPA 13 D THROUGHOUT (SEPARATE SYSTEMS, EA. UNIT) SEPA COMPLIANCE ENVIRONMENTAL REVIEW COMPLETED UNDER SEPARATE PERMIT PLN2020-0053. PROJECT NO. BUILDING A: BLD2022-0923 BUILDING B: BLD2022-1104 BUILDING C (THIS PERMIT): BLD2022-0412 SITE IMPROVEMENTS: BLD2022-0694 DEMOLITION: BLD2022-1612 BLD2022-1614 SUBDIVISION: PLN2021-0072 DESIGN REVIEW: PLN2020-0053 PROJECT DIRECTORY OWNER AND DEVELOPER SEATTLE LUXURY HOMES P.O. BOX 1478 EDMONDS, WA 98020 ARCHITECT + APPLICANT CITIZEN DESIGN 10 DRAVUS STREET SEATTLE. WA 98109 CONTACT: JACOB YOUNG TEL: 206.853.8055 EMAIL: JYOUNG@COLLABORATIVECO.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 STRUCTURAL ENGINEER BUILT ENGINEERING 2012 MADRONA POINT DRIVE BREMERTON, WA 98312 CONTACT: BRICE PARRISH TEL: 253.985.5008 EMAIL: BRICE@BUILTSTRUCTURAL.COM LANDSCAPE ARCHITECT ROOT OF DESIGN 2020 MALTBY ROAD SUITE 7, PMB 370 BOTHELL, WA 98021 CONTACT: DEVIN PETERSON TEL: 206.491.9545 EMAIL: DEVIN@ROOTOFDESIGN.COM SURVEYOR CHADWICK + WINTERS 1422 NW 85TH STREET SEATTLE, WA 98117 CONTACT: BRANDON WINTERS, PLS TEL: 206.297.0996 EMAIL: BRANDONW@CHADWICKWINTERS.COM GENERAL CONTRACTOR TBD CITIZEN DESIGN 11976 REGISTERED ARCHITECT w � BRYAN S. RIDLEY STATE OF WASHINGTON z � o 0 w N z Lul O Z) z Lu Q ZLu ~ LLi OU z 'o w z�� City of EDMONDS Permit March 30, 2022 BUILDING C 1& Intake Rev. 04/22/2022 ZL Revision 2 04/25/2023 Revision 3 08/31/2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ZONING SITE PLAN SCALE: AS NOTED A006 AVG (E) GRADE CALC A BUILDING C 82.4' + 75.9' + 73.6' + 72.0' = 303.9' 303.9' / 4 = 75.98' (L 5TH AVENUE S S01 °01'42"W IIVCVV i t r-m auDuivi muim VAKI,tL b I w l FSD = 12'-0" I w I =mot W2 BUILDING C W2 1 FSD = 0'-0" FSD = 0'-0" 4n LINE OF BUILDING (ABOVE) I 0 LL LL (E) R 1 FIRE SEPARATION DIAGRAM A0.7 SCALE: 1 " = 20' Fg, \ S . R�. 9S . gS. !�. \ SO,SO, 2y, !�. g0, 029 • �S. 2� •\ zg x x TT SS�g sg�g � / g9SgLl �gkg0 Ogsg `�99g F'O• F'S. On. ��. Os. g�. OS. gy. sue• fig• xg S Sg Sg Sg g Xg 84_ fg 83 I \ -80, PARCEL A I V PARCEL B I EG = 82.4'± \ EG = 75.9'± � I Jnl BUILDING C = �� 5 J -74 I /' �19• F1 11 X I` Og F = 73.6'± ID I 3 �x x --4— \_�-- J HEIGHT LIMIT DIAGRAM SCALE: I" = 20' �I 73� = 72.0'+ 72- I � I68� R BUILDING A R EL BUILDING C - - - BUILDING A HT LIMIT: 113.9'± 110 0 QC BUILDING C HT LIMIT: 105.98'±* -ROOF: 103.5'±- °' FFE: 104.12'± Ir 100 �o 0 °, FFE: 95.12'± FFE: 93.1'± 90 o o FFE: 83.1'± COMM. FFE: 83.12'± -------------BUILDINGAAVGGRADE:83.9'± — QtBUILDING CAVG GRADE: 75.98'±� °'� FFE: 74.0'± ]F— ` 70 3 LONGITUDINAL SECTION A0.7 SCALE: I" = 20' R BUILDING B R ITL BUILDING C 110 QCBUILDING C HT LIMIT: 105.98'±� — 100 1 90 11 80 QrBUILDING CAVG GRADE: 75.98'± - - - — _F 3 ` 70 LONGITUDINAL SECTION SCALE: I" = 20' R QCBUILDING C HT LIMIT: 105.98'±-0 100 90 80 QCBUILDING C AVG GRADE: 75.98'± 70 TRANSVERSE SECTION SCALE: I" = 20' —BUILDING C R ROOF:103.5'± FFE: 93.1 '± FFE: 83.1 '± —rrt: 74.0 ± BUILDING B HT LIMIT: 113.60'± BUILDING B AVG GRADE: 83.60'± 0 10 20 40 1"=20' CITIZEN DESIGN Nl76 REGISTERED ARCHITECT w � BRYAN S. RIDLEY STATE OF WASHINGTON a 0 �Z O 0 w N Z LLI O Z) Z Lu aIY H = Z W ~ OU z 'o Lu Z %%o City of EDMONDS Permit March 30, 2022 BUILDING C 1& Intake Rev. 04/22/2022 ZL Revision 2 04/25/2023 Revision 3 08/31/2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY SITE SECTIONS AND DIAGRAMS SCALE: AS NOTED A007 VICINITY MAP a NTS STREET SIGN / (TYP) Q (E) CATCH BASIN / (E) SSMH RIM: 84.39' / RIM: 85.68' 8" PVC W IE: 82.89' / CTR CHANN IE: 80.48' i g wV / g z WV WV _ cL 5THAVENUE S S01 °01'42"W �s\ \ oa o RELOCATE (E) BENCH \ CM=0: Q �\ \ (N) STREET TREE PER REMOVE (E) DRIVEWAY AND (E) FLOWER POLE TO BE \ (N) ALLEY ENTRANCE PER L'SCAPE (TYP. OF 4) RESTORE CURB & WALK PER REMOVED. CONTRACTOR CIVIL. SHOWN FOR REF. ONLY SHOWN FOR REF. ONLY CIVIL. SHOWN FOR REF. ONLY SHALL CONTACT PARKS GV DEPT. TO COLLECT POLE op0�00044 op0 �0 °4440 °p000 p$ 44 o�pp °044 o d a0 O 9 d d �PV .\ .. 6 Oo OOG! 4 Op 0 O0000 S . O� p IO Oa Ovo a a Q 0 oovD d .. �O n a oav Oo d d p, O .e °a'�' d' •'oo o. $omo %° C .m. < dd da voa ua�a d C O . uo d4 4:0 ®uno .d .. a d oov.Od O 0. n o ° d .a oP : 4 p.n ouo a .. 'd ovay400 o c a ': a ��.d a FOUND MAG NAIL o'Oa o000 ,� ° moa op4�n�,. a '48a° ovou off' d ad . PV on 4 0 o$c�° d Q.. < .. .a a d d a 80.o a / 40 ° So: o Q... a d Sza o M, 4 8qp o d d. d a FOUND IRON . a & WASHER (TYP) W d a d. a a .ate . d a.' .?� a d WM ." .d. d .o .d'.d d O d 4 a AS01°01'42"W 132.00'd o, PIPE(TYP� , - - i� 85 / V w 86 00 1 _ \ BUILDING A 83 UNDER SEPARATE PERMIT BLD2022-0923 I \ MONITOR WELL I 1 84.05 FTI A- ;, .11, 11. 11 II II'fl III IIII ,' • ASPHALT M_ Its �■I MOTOR COURTCD z■■ 1 , ,ESTABLISH (N) z'S VIA SUBDIVISIONI■I (UNDER•A•A1 11 i� '• - I■I •• \ ■■ iN o 00 .. o----------- ;�p■■■■■■i�iiiii��iiiii�riii■■■ CIF! BUILDING B UNDER SEPARATE PERMIT BLD2022-1104 L) m Ih�•I I;��i �j !�\�GI�\ ��►'a�all��1��p1�Ip11��1= 82 81 80 — _ o �a0- Lu N wo J ao w N -79— a z a a - 77 i ' ♦ 131'7'+ 76 EG = 76.0+ + FG = 76.0± I I I I I75 BUILDING C: -75 (8) 3-STORYTH (INC. BSMT) z FOOTPRINT AREA: 3960± SF �� / I I AVG (E) GRADE: 78.3'± / I I L _T BASEMENT FFE: 74.0'± I I I cwn AGLA: 990± SF (EA) 74 GARAGE/BSMT: 495± SF (EA) (E) CATCH BASIN RIM: 72.98' I — — I — `— -- — —f > T__ 1 4" PVC W IE: 72.18' I 1 1 4" PVC N IE: 72.18' I I I I I I I I I I I I EG = 73.9± O FG = 73.9± GDS G G *DS G �4 G +DS G GDS G n Q 2 I 1 w ED I� Nc�� I I I I I I I J 0 BALCONY�— (ABV, TYP) (N) TREE IN BUFFER AREA (N) WOOD FENCE PER L'SCAPE _ I I ASPHA PER L'SCAPE (TYP. OF 13) SHOWN FOR REF. ONLY ;o DRI AY 0 0 N w o Z = N 0 oWoO° Ja�� 0=0 = o Z w „ o 0 N 1a a \ SHOWN FOR REF. ONLY I I c, CATCH BASIN -RIM:69.29' r \ 6" CON N IE: 67.04' x 10" CON W IE: 66.29' / N01001'42"E 132.00" 8" CONIC S IE: 66.69' / 61 ET I TREE PROTECTION 5'-6" FENCE PER L'SCAPE NEIGHBORING CONDO L'SCAPE \ I 1 / 517-519 4TH AVENUE S / (E) SSMH AREA 6• ET APN: 006493-001 -001 -00 / RIM: 69.68' I I I I d ZONED: RM-2.4 / / R CHANN: 63.08' I — ARCHITECTURAL SITE PLAN SCALE: I" = 10' N0 5 10 20 1"=10' SCOPE OF WORK CONSTRUCT (8) RESIDENTIAL TOWNHOUSES PER PLANS AND AS FOLLOWS: • (8) RESIDENTIAL TOWNHOUSES TO EACH CONTAIN 990± SF AGLA AND 495± SF GARAGE. • EACH TOWNHOUSE TO BE LOCATED ON SEPARATELY PLATTED LOT (PLATTING UNDER SEPARATE PERMIT PLN2021-0072). ADDITIONAL BUILDINGS AND SITE IMPROVEMENTS UNDER SEPARATE PERMITS. (E) STRUCTURES TO BE DEMOLISHED UNDER SEPARATE PERMIT. ESTABLISH USES AND OCCUPY, PER PLANS. PROJ ECT I N FO. SITE ADDRESS 614-616 5TH AVENUE S EDMONDS, WA 98020 PARCEL MAP NUMBERS 270326-001-009-00 270326-001-029-00 LEGAL DESCRIPTION BEG AT A POINT 30 FT W AND 132 FT S OF THE NE CDR OF THE 1/2 OF THE NE 1/4OFTHE NE 1/4OFTHE NE 1/4OF SEC 26, T 27N, R 3E, W.M.; TH RUNNING W 130 FT; TH S 132 FT; TH E 130 FT; TH N 132 FT TO THE POINT OF BEGINNING. LOT AREA AND ZONING LOT AREA: 17,160 SF (TOTAL) ZONING: BD3 JURISDICTION EDMONDS, SNOHOMISH COUNTY, WASHINGTON BUILDING INFORMATION PROPOSED STORIES: 3 PROPOSED OCCUPANCY: R-3 (TOWNHOUSE) 3 CONSTRUCTION: TYPE VB (ALL LEVELS) FIRE SUPPRESSION: NFPA 13 D THROUGHOUT (SEPARATE SYSTEMS, EA. UNIT) SEPA COMPLIANCE ENVIRONMENTAL REVIEW COMPLETED UNDER SEPARATE PERMIT PLN2020-0053. PROJECT NO. BUILDING A: BLD2022-0923 BUILDING B: BLD2022-1104 BUILDING C (THIS PERMIT): BLD2022-0412 SITE IMPROVEMENTS: BLD2022-0694 DEMOLITION: BLD2022-1612 BLD2022-1614 SUBDIVISION: PLN2021-0072 DESIGN REVIEW: PLN2020-0053 PROJECT DIRECTORY OWNER AND DEVELOPER SEATTLE LUXURY HOMES P.O. BOX 1478 EDMONDS, WA 98020 ARCHITECT + APPLICANT CITIZEN DESIGN 10 DRAVUS STREET SEATTLE. WA 98109 CONTACT: JACOB YOUNG TEL: 206.853.8055 EMAIL: JYOUNG@COLLABORATIVECO.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 STRUCTURAL ENGINEER BUILT ENGINEERING 2012 MADRONA POINT DRIVE BREMERTON, WA 98312 CONTACT: BRICE PARRISH TEL: 253.985.5008 EMAIL: BRICE@BUILTSTRUCTURAL.COM LANDSCAPE ARCHITECT ROOT OF DESIGN 2020 MALTBY ROAD SUITE 7, PMB 370 BOTHELL, WA 98021 CONTACT: DEVIN PETERSON TEL: 206.491.9545 EMAIL: DEVIN@ROOTOFDESIGN.COM SURVEYOR CHADWICK + WINTERS 1422 NW 85TH STREET SEATTLE, WA 98117 CONTACT: BRANDON WINTERS, PLS TEL: 206.297.0996 EMAIL: BRANDONW@CHADWICKWINTERS.COM GENERAL CONTRACTOR TBD CITIZEN DESIGN Nl76 REGISTERED ARCHITECT w � BRYAN S. RIDLEY STATE OF WASHINGTON 0 z � o 0 u.l N z pC W O Z) z Lu QIY H = Z Lu ~ o z .o w z •o City of EDMONDS Permit March 30, 2022 BUILDING C 1& Intake Rev. 04/22/2022 ZL Revision 2 04/25/2023 Revision 3 08/31/2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ARCHITECTURAL SITE PLAN SCALE: AS NOTED Al 1 ■ LEGEND - 2x6 FRAMED WALL ® 2x4 FRAMED WALL (2) 2x4 FRAMED PARTY WALL (ASS'Y W3) SPOT ELEVATION �X NOTE CALLOUT OX DOOR CALLOUT OX WINDOW CALLOUT EG = EGRESS SG = SAFETY GLAZING ® SCUPPER A 9DS DOWNSPOUT REF. A2.5, A2.7 AND A2.9 FOR 'EV READY' REQUIREMENTS. UNIT Cl UNIT C2 UNIT C3 UNIT C4 UNIT C5 UNIT C6 9 1 10 1 q 2 1 12 1 11 14 1V.3� A4.3 A4.3 A3.3 A4.3 A4.3 A4.3 131'-5" 16'-4" 16'-5 1 /2" 16'-5 1 /2" 164( 1'-5 1 /2" 16'-5 1 /2" 16'-5 1 /2" UNIT C7 , , UNIT C8 16-5 1/2" 16'-4" II I I I LINE OF I LINE OF I I LINE OF BUILDING C: OVERALL FIRST FLOOR PLAN SCALE: 1 /8" = 1 '-0" N a 0 4 8 16 1 /8" =1 '-0" CITIZEN DESIGN Nl76 REGISTERED ARCHITECT w � BRYAN S. RIDLEY STATE OF WASHINGTON a 0 z %O o 0 w N Z LLI O Z) Z Lu QIY H = Z W ~ OV z'o "o W j Z �o City of EDMONDS Permit March 30, 2022 BUILDING C 1l Intake Rev. 04/22/2022 ARevision 2 04/25/2023 ARevision 3 08/31/2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY FLOOR PLANS SCALE: AS NOTED A201 LEGEND 0 2x6 FRAMED WALL ® 2x4 FRAMED WALL (2) 2x4 FRAMED PARTY WALL (ASS'Y W3) 30- SPOT ELEVATION FINOTE CALLOUT OX DOOR CALLOUT OX WINDOW CALLOUT EG = EGRESS SG = SAFETY GLAZING ® SCUPPER ADS 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 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 REQ'S. 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: cso 15. 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: Q 50 CFM (MIN) ON SWITCH Q 100 CFM (MIN) ON SWITCH 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 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDIT) 22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2. TOTAL INSTALLED WATTAGE SHALL BE 50OW MAX. (0.5 WATTS PER SF) 23. ELECTRICAL PANEL LOCATION. 24. EXHAUST VENT TO EXTERIOR. 25. WATER HEATER PER MFR. 26. VENT EXHAUST THROUGH ROOF. 27. 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 28. 8'-6"x16'-6" PARKING SPACE 29. METAL GUARDRAIL PER 8/A5.3. 30. MINI -SPLIT HEAD 31. COLUMN PER STRUCTURAL 32. INSIDE FACE OF WALL FRAMING ALIGNED WITH GRID 33. 1-HR RATED CEILING REQUIRED AT OVERHANGS FOR 5'-0" ON EITHER SIDE OF PARTY WALL PER IRC 302.2.3. REFERENCE ASSEMBLY C2, A4.1 FOR DETAILS. 34. DOORS BETWEEN GARAGE AND LIVING SPACES SHALL HAVE A 20 MIN. FIRE RESISTANCE RATING AND SHOULD BE EQUIPPED WITH A SELF -CLOSING DEVICE. 35. DUCT CHASE. 36. INSTALL ELECTRICAL CIRCUIT AND RECEPTACLE FOR FUTURE LEVEL II OR LEVEL III EV CHARGING STATION. 37. WATER SERVICE POINT OF COMPLIANCE PER CIVIL. A REDUCED PRESSURE BACKFLOW QASSEMBLY SHALL BE PROVIDED IMMEDIATELY AFTER WATER SERVICE ENTERS BUILDING. 2 RPBA AND PLUMBING DESIGN TO BE DESIGN/BUILD BY CONTRACTOR UNDER SEPARATE PERMIT. 38. SHIP LADDER AND 3.5 FT BY 5 FT ROOF ACCESS HATCH. SEE 9/A5.5. ROOF NOTES H I PROVIDE SOLID BLOCKING OVER SUPPORTS 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. C. DOWNSPOUT, TYP. D. EXHAUST VENT, TYP. E. MINI -SPLIT EXTERIOR UNIT. 2 F. MECHANICAL PARAPET, SEE DETAIL 5/A5.3. CH.IG. METAL GUARDRAIL PER 10/A5.5. SHIP LADDER AND 3.5 FT BY 5 FT ROOF ACCESS HATCH. SEE 9/A5.5. ROOF VENT CALC QUNVENTED ROOF ASSEMBLY PURSUANT TO IRC R806.5, UNVENTED ROOF ASSEMBLIES SHALL COMPLY WITH THE FOLLOWING: • NO CLASS 1 VAPOR RETARDERS SHALL BE INSTALLED ON THE CEILING SIDE OF THE UNVENTED ASSEMBLY. • BOTH AIR -IMPERMEABLE AND AIR -PERMEABLE INSULATION SHALL BE PROVIDED. PER IRC R806.5.1.3, MIN. R-10 AIR -IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE AIR -IMPERMEABLE INSULATION. • PREFORMED INSULATION BOARD SHALL BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE WHEN USED AS THE AIR -IMPERMEABLE LAYER. N li T-10" 00, 6'-11 1/2" LINE OF EAVE (ABOVE) A DS 3'-1 1/2" BUILDING C: UNIT Cl THIRD FLOOR PLAN SCALE: 1 /4" = 1 '-0" 0 0 N a N N_ �O MM 04 6 10 16'-4" I I 16'-4" R 9 10 N 6 (V u-i M N_ CM 2 BLDG C: UNIT Cl ROOF PLAN N 2 4 a _ �11 SCALE: 1 /4" = 1 '-0" 1 /4" = 1 ' -0" CITIZEN DESIGN NI7s REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON Z O 0 Lu Z Lu O Z Q rY H = Z W u 0 Lu Z •o City of EDMONDS Permit March 30, 2022 BUILDING C 1L Intake Rev. 04/22/2022 ARevision 2 04/25/2023 ARevision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ENLARGED FLOOR PLANS SCALE: AS NOTED A201 LEGEND - 2x6 FRAMED WALL ® 2x4 FRAMED WALL (2) 2x4 FRAMED PARTY WALL (ASS'Y W3) SPOT ELEVATION �X NOTE CALLOUT XO DOOR CALLOUT OX WINDOW CALLOUT EG = EGRESS SG = SAFETY GLAZING SCUPPER ADS DOWNSPOUT UNIT Cl UNIT C2 UNIT C3 UNIT C4 UNIT C5 UNIT C6 9 1 10 1 11 2 1 12 1 13 1 14 1 � A4.3 A4.3 A3.3 A4.3 A4.3 A4.3 A3.3 131 '-5" 16'-4" 16'-5 1 /2" 16'-5 1 /2" 16'-5 1 /2" 16-5 1 /2" 16'-5 1 /2" BUILDING C: OVERALL SECOND FLOOR PLAN SCALE: 1 /8" = 1 '-0" UNIT C7 , , UNIT C8 16-5 1/2" 16'-4" N a 0 4 8 16 1 /8" =1 '-0" CITIZEN DESIGN Nl76 REGISTERED ARCHITECT w � BRYAN S. RIDLEY STATE OF WASHINGTON a 0 z %O o 0 w N Z LLI O Z) Z Lu QIY H = Z W ~ OV z'o "o W j Z �o City of EDMONDS Permit March 30, 2022 BUILDING C 1l Intake Rev. 04/22/2022 ARevision 2 04/25/2023 ARevision 3 08/31/2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY FLOOR PLANS SCALE: AS NOTED A202 LEGEND - 2x6 FRAMED WALL ® 2x4 FRAMED WALL (2) 2x4 FRAMED PARTY WALL (ASS'Y W3) SPOT ELEVATION �X NOTE CALLOUT XO DOOR CALLOUT OX WINDOW CALLOUT EG = EGRESS SG = SAFETY GLAZING ® SCUPPER ADS DOWNSPOUT UNIT Cl UNIT C2 UNIT C3 UNIT C4 UNIT C5 UNIT C6 9 1 10 1 11 2 1 12 1 A4.3 A4.3 A3.3 A4.3 A4.3 A4.3 A3.3 131 '-5" 16'-4" 16'-5 1 /2" 16'-5 1 /2" 16'-5 1 /2" 16-5 1 /2" TYP. 16'-5 1 /2" BUILDING C: OVERALL THIRD FLOOR PLAN SCALE: 1 /8" = 1 '-0" UNIT C7 , , UNIT C8 16-5 1/2" l 16'-4" N a I 0 0 N �O i On Cn A3.2 G T 1 0 4 8 16 1 /8" =1 '-0" CITIZEN DESIGN Nl76 REGISTERED ARCHITECT w � BRYAN S. RIDLEY STATE OF WASHINGTON a 0 z � o 0 w N Z LLI O Z) Z Lu QIY H = Z W ~ OV z'o "o W j Z �o City of EDMONDS Permit March 30, 2022 BUILDING C 1l Intake Rev. 04/22/2022 ARevision 2 04/25/2023 ARevision 3 08/31/2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY FLOOR PLANS SCALE: AS NOTED A203 LEGEND - 2x6 FRAMED WALL ® 2x4 FRAMED WALL (2) 2x4 FRAMED PARTY WALL (ASS'Y W3) SPOT ELEVATION �X NOTE CALLOUT XO DOOR CALLOUT OX WINDOW CALLOUT EG = EGRESS SG = SAFETY GLAZING SCUPPER ADS DOWNSPOUT UNIT Cl UNIT C2 UNIT C3 UNIT C4 UNIT C5 UNIT C6 - R 9 1 10 1 11 2 1 12 1 13 1 14 1 2 15 A4.3 A4.3 A3.3 A4.3 A4.3 A4.3 A3.3 A4.3 16'-4" 16'-5 1 /2" 16'-5 1/2" 16-5 1/2" 16-5 1/2" 16'-5 1/2" 16'-4" 1 A2.8 LINE OF WALL LINE OF WALL UNIT C7 UNIT C8 A4.4 n16 A4.4 n17 R 16-5 1/2" X (D X X X o$ 0Fl 1-1 83 1-1 83 83. III IIII III 16'-5 1/2" 16'-5 1/2" 1 1 1 R 9 A4.3 1 A4.3 11 A3.1 BUILDING C: OVERALL ROOF PLAN SCALE: 1 /8" = 1 '-0" 16'-5 1/2" 131 '-5" 13 16'-5 1/2" 16'-5 1/2" 2 A3.1 16'-5 1/2" 16'-4" 16'-4" N � 1 A2.6 0 0 4 8 16 CITIZEN DESIGN Nl76 REGISTERED ARCHITECT w � BRYAN S. RIDLEY STATE OF WASHINGTON a 0 z � o 0 w N Z LLI O Z) Z Lu QIY H = Z Lu ~ OU z 'o LLI Z �o City of EDMONDS Permit March 30I 2022 BUILDING C 1& Intake Rev. 04/22/2022 ZL Revision 2 04/25/2023 Revision 3 08/31/2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ROOF PLAN SCALE: AS NOTED A204 LEGEND 0 2x6 FRAMED WALL ® 2x4 FRAMED WALL (2) 2x4 FRAMED PARTY WALL (ASS'Y W3) 30- SPOT ELEVATION FINOTE CALLOUT OX DOOR CALLOUT OX WINDOW CALLOUT EG = EGRESS SG = SAFETY GLAZING ® SCUPPER ADS 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 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 REQ'S. 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: sD 14. CARBON MONOXIDE DETECTORS SHALL BE LOCATED OUTSIDE OF ALL SLEEPING ROOMS AND ON EACH LEVEL. CARBON MONOXIDE DETECTOR: CD COMBO SMOKE/CARBON MONOXIDE DETECTOR: CSD 15. 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 �z 100 CFM (MIN) ON SWITCH 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 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDIT) 22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2. TOTAL INSTALLED WATTAGE SHALL BE 50OW MAX. (0.5 WATTS PER SF) 23. ELECTRICAL PANEL LOCATION. 24. EXHAUST VENT TO EXTERIOR. 25. WATER HEATER PER MFR. 26. VENT EXHAUST THROUGH ROOF. 27. INSTALL HEAT DETECTOR IN GARAGE. DETECTOR SHALL BE RATED FOR AMBIENT TEMPERATURE AND HUMIDITY AND SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. HEAT DETECTOR: HD %28. 8'-6"x16'-6" PARKING SPACE 9. METAL GUARDRAIL PER 8/A5.3. 30. MINI -SPLIT HEAD 31. COLUMN PER STRUCTURAL 32. INSIDE FACE OF WALL FRAMING ALIGNED WITH GRID 33. 1-HR RATED CEILING REQUIRED AT OVERHANGS FOR 5'-0" ON EITHER SIDE OF PARTY WALL PER IRC 302.2.3. REFERENCE ASSEMBLY C2. A4.1 FOR DETAILS. 34. DOORS BETWEEN GARAGE AND LIVING SPACES SHALL HAVE A 20 MIN. FIRE RESISTANCE RATING AND SHOULD BE EQUIPPED WITH A SELF -CLOSING DEVICE. 35. DUCT CHASE. 36. INSTALL ELECTRICAL CIRCUIT AND RECEPTACLE FOR FUTURE LEVEL II OR LEVEL III EV CHARGING STATION. 37. WATER SERVICE POINT OF COMPLIANCE PER CIVIL. A REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE PROVIDED IMMEDIATELY AFTER WATER SERVICE ENTERS BUILDING. 2 RPBA AND PLUMBING DESIGN TO BE DESIGN/BUILD BY CONTRACTOR UNDER SEPARATE PERMIT. 38. SHIP LADDER AND 3.5 FT BY 5 FT ROOF ACCESS HATCH. SEE 9/A5.5. N_ �O M M N N L? Cr N N a CV 6 A061 16'-4" CANOPY ABOVE 9" 3'-0" 12'-61/2" 2 37 C-C 3080y:9C 4T @ 11 " UP 5R@6 4" 4' 913, 8„ L Lu CSD < BONUS ~o R101 N T-6" 8'-3" I > 2 �I 0 WH Ln la 25 36 W5 23 HD 17 R 32 M I T-10 1 /2" o <W2 3'-10" CV In Q6� 34 i Ji- - - - - - - - � 28 o N 0 0 2 rEV READY" _ �I I� __l Lu �I O O w �I u I �I - C-B 8070 N 4'-2" : 1 8'-0" i LO 16'-4" 16 II I I I I II I I II II GARAGE II R100 OUNCONDITIONE 11 4'-11/2" ---) BUILDING C: UNIT C8 FIRST FLOOR PLAN SCALE: 1 /4" = 1 '-0" O N N N_ 6 10 01 M N_ 10 011 M CV M N 61 N N N () I- 6'-1 1 1/2" 2" 6'-6" 17 R 16' -4" 5'-0 1 /2" - 4'-4 1 /16" 9'-8" LO 01 N N 6 2 BLDG C: UNIT C8 SECOND FLOOR PLAN N 2 4 a _ A2.5 SCALE: 1 /4" = 1 '-0" CITIZEN DESIGN NI7s REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w a Z O 0 W Z w O Z a (n Z W u L) �o ED z •o City of EDMONDS Permit March 30, 2022 BUILDING C 1L Intake Rev. 04/22/2022 ARevision 2 04/25/2023 ZL Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ENLARGED FLOOR PLANS SCALE: AS NOTED A205 LEGEND l§Z::= 2x6 FRAMED WALL ® 2x4 FRAMED WALL (2) 2x4 FRAMED PARTY WALL (ASS'Y W3) 30- 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 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 REQ'S. 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: cso 15. 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: Q 50 CFM (MIN) ON SWITCH Q 100 CFM (MIN) ON SWITCH 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 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDIT) 22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2. TOTAL INSTALLED WATTAGE SHALL BE 50OW MAX. (0.5 WATTS PER SF) 23. ELECTRICAL PANEL LOCATION. 24. EXHAUST VENT TO EXTERIOR. 25. WATER HEATER PER MFR. 26. VENT EXHAUST THROUGH ROOF. 27. 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 28. 8'-6"x16'-6" PARKING SPACE 29. METAL GUARDRAIL PER 8/A5.3. 30. MINI -SPLIT HEAD 31. COLUMN PER STRUCTURAL 32. INSIDE FACE OF WALL FRAMING ALIGNED WITH GRID 33. 1-HR RATED CEILING REQUIRED AT OVERHANGS FOR 5'-0" ON EITHER SIDE OF PARTY WALL PER IRC 302.2.3. REFERENCE ASSEMBLY C2, A4.1 FOR DETAILS. 34. DOORS BETWEEN GARAGE AND LIVING SPACES SHALL HAVE A 20 MIN. FIRE RESISTANCE RATING AND SHOULD BE EQUIPPED WITH A SELF -CLOSING DEVICE. 35. DUCT CHASE. 36. INSTALL ELECTRICAL CIRCUIT AND RECEPTACLE FOR FUTURE LEVEL II OR LEVEL III EV CHARGING STATION. 37. WATER SERVICE POINT OF COMPLIANCE PER CIVIL. A REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE PROVIDED IMMEDIATELY AFTER WATER SERVICE ENTERS BUILDING. RPBA AND PLUMBING DESIGN TO BE DESIGN/BUILD BY CONTRACTOR UNDER SEPARATE 2 E PERMIT. 38. SHIP LADDER AND 3.5 FT BY 5 FT ROOF ACCESS HATCH. SEE 9/A5.5. ROOF NOTES H I PROVIDE SOLID BLOCKING OVER SUPPORTS 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. C. DOWNSPOUT, TYP. D. EXHAUST VENT, TYP. E. MINI -SPLIT EXTERIOR UNIT. 2 F. MECHANICAL PARAPET, SEE DETAIL 5/A5.3. G. METAL GUARDRAIL PER 10/A5.5. SHIP LADDER AND 3.5 FT BY 5 FT ROOF ACCESS HATCH. SEE 9/A5.5. ROOF VENT CALC /2 UNVENTED ROOF ASSEMBLY PURSUANT TO IRC R806.5, UNVENTED ROOF ASSEMBLIES SHALL COMPLY WITH THE FOLLOWING: • NO CLASS 1 VAPOR RETARDERS SHALL BE INSTALLED ON THE CEILING SIDE OF THE UNVENTED ASSEMBLY. • BOTH AIR -IMPERMEABLE AND AIR -PERMEABLE INSULATION SHALL BE PROVIDED. PER IRC R806.5.1.3, MIN. R-10 AIR -IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE AIR -IMPERMEABLE INSULATION. • PREFORMED INSULATION BOARD SHALL BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE WHEN USED AS THE AIR -IMPERMEABLE LAYER. N �o a M in a N 0 6 N N 10 t 16'-4" 7 6'-11 1/2" �11 9'-4 1/2" LINE OF EAVE (ABOVE) BUILDING C: UNIT C8 THIRD FLOOR PLAN SCALE: 1 /4" = 1 '-0" 17 R N co Q M N N 0 16 17 R cm 2 `'' I C L _ _ _ - - - LINE OF WALL (BELOW) _ _ _ _ _ _ °I o4 N � � D M M J G G - 0 z u= O N O C'4 O - LINE OF WALL(BELOW) 0 16'-4" 16 ICI N 6 N �o CM 2 BLDG C: UNIT C8 ROOF PLAN N 2 4 a _ A2.6 SCALE: 1 /4" = 1 '-0" 1 /4" = 1 ' -0" CITIZEN DESIGN NI7s REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w a 0 V_ Z O 0 W Z Lu O Z a rY H = Lf) Z W u 0 W Z •o City of EDMONDS Permit March 30, 2022 BUILDING C AIntake Rev. 04/22/2022 Revision 2 04/25/2023 ZL Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ENLARGED FLOOR PLANS SCALE: AS NOTED A206 LEGEND 0 2x6 FRAMED WALL ® 2x4 FRAMED WALL (2) 2x4 FRAMED PARTY WALL (ASS'Y W3) 30- SPOT ELEVATION FINOTE CALLOUT OX DOOR CALLOUT OX WINDOW CALLOUT EG = EGRESS SG = SAFETY GLAZING SCUPPER ADS 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 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 REQ'S. 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: sD 14. CARBON MONOXIDE DETECTORS SHALL BE LOCATED OUTSIDE OF ALL SLEEPING ROOMS AND ON EACH LEVEL. CARBON MONOXIDE DETECTOR: CD COMBO SMOKE/CARBON MONOXIDE DETECTOR: CSD 15. 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 �z 100 CFM (MIN) ON SWITCH 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 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDIT) 22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2. TOTAL INSTALLED WATTAGE SHALL BE 50OW MAX. (0.5 WATTS PER SF) 23. ELECTRICAL PANEL LOCATION. 24. EXHAUST VENT TO EXTERIOR. 25. WATER HEATER PER MFR. 26. VENT EXHAUST THROUGH ROOF. 27. INSTALL HEAT DETECTOR IN GARAGE. DETECTOR SHALL BE RATED FOR AMBIENT TEMPERATURE AND HUMIDITY AND SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. HEAT DETECTOR: HD 28. 8'-6"x16'-6" PARKING SPACE 29. METAL GUARDRAIL PER 8/A5.3. 30. MINI -SPLIT HEAD 31. COLUMN PER STRUCTURAL 32. INSIDE FACE OF WALL FRAMING ALIGNED WITH GRID 33. 1-HR RATED CEILING REQUIRED AT OVERHANGS FOR 5'-0" ON EITHER SIDE OF PARTY WALL PER IRC 302.2.3. REFERENCE ASSEMBLY C2. A4.1 FOR DETAILS. 34. DOORS BETWEEN GARAGE AND LIVING SPACES SHALL HAVE A 20 MIN. FIRE RESISTANCE RATING AND SHOULD BE EQUIPPED WITH A SELF -CLOSING DEVICE. 35. DUCT CHASE. 36. INSTALL ELECTRICAL CIRCUIT AND RECEPTACLE FOR FUTURE LEVEL II OR LEVEL III EV CHARGING STATION. 37. WATER SERVICE POINT OF COMPLIANCE PER CIVIL. A REDUCED PRESSURE BACKFLOW QASSEMBLY SHALL BE PROVIDED IMMEDIATELY AFTER WATER SERVICE ENTERS BUILDING. 2 RPBA AND PLUMBING DESIGN TO BE DESIGN/BUILD BY CONTRACTOR UNDER SEPARATE PERMIT. SHIP LADDER AND 3.5 FT BY 5 FT ROOF ACCESS HATCH. SEE 9/A5.5. oa 0 N N 0 13 I14 16'-5 1/2" N cli i II �. 4'-2 1/2" 8'-0" 4'-2" 1- o in 31 TYP. • 33 _ I :I DS I :I I I. 15'-5" 5 1 /2" I I b LINE OF FLOOR (ABOVE) I.tj 2 (ABOVE) N 0 4'-5" CANOPY ABOVE 04 10 T-0" C-P , , O4 N N 0 0 3080 14 16-5 1 /2" 5'-0 1/2" 6'-11 1/2" 7.4 6-61/2" 5'-0" ;1'-0"`- . 24 T ; n 5 CSD UP 4'-2" _ 0 5'-0 1/2" 3'-5 1/2" - 30 12'-0" - N N r- REFR. C? M N LIVING R205 ON T-9 1/2" n-j KITCHEN R203 C-T DS 10o80 T-1 1/2" 2'-2 1/2' 12'-0" 16-5 1/2" -2 3/4" 16'-5 1/2" 13 14 13 14 BUILDING C: UNIT C5 FIRST FLOOR PLAN SCALE: 1 /4" = 1 '-0" N 04 10 0� CM N 0 2 BLDG C: UNIT C5 SECOND FLOOR PLAN N 2 4 a SCALE: 1 /4" = 1 '-0" 1 /4" = 1 ' -0" CITIZEN DESIGN N76 REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON a z 0 0 SW z w O Z) z Lu Lu H = (n z LO L) o w � z •o City of EDMONDS Permit March 30, 2022 BUILDING C Intake Rev. 04/22/2022 Revision 2 04/25/2023 Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ENLARGED FLOOR PLANS SCALE: AS NOTED A207 LEGEND 0 2x6 FRAMED WALL ® 2x4 FRAMED WALL (2) 2x4 FRAMED PARTY WALL (ASS'Y W3) 30- SPOT ELEVATION FINOTE CALLOUT OX DOOR CALLOUT OX WINDOW CALLOUT EG = EGRESS SG = SAFETY GLAZING ® SCUPPER ADS DOWNSPOUT PLAN NOTES F] 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 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 REQ'S. 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: SD 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: csD 15. 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: Q 50 CFM (MIN) ON SWITCH Q 100 CFM (MIN) ON SWITCH 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 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDIT) 22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2. TOTAL INSTALLED WATTAGE SHALL BE 50OW MAX. (0.5 WATTS PER SF) 23. ELECTRICAL PANEL LOCATION. 24. EXHAUST VENT TO EXTERIOR. 25. WATER HEATER PER MFR. 26. VENT EXHAUST THROUGH ROOF. 27. INSTALL HEAT DETECTOR IN GARAGE. DETECTOR SHALL BE RATED FOR AMBIENT TEMPERATURE AND HUMIDITY AND SHALL BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS. HEAT DETECTOR: HD 28. 8'-6"x16'-6" PARKING SPACE 29. METAL GUARDRAIL PER 8/A5.3. 30. MINI -SPLIT HEAD 31. COLUMN PER STRUCTURAL 32. INSIDE FACE OF WALL FRAMING ALIGNED WITH GRID 33. 1-HR RATED CEILING REQUIRED AT OVERHANGS FOR 5'-0" ON EITHER SIDE OF PARTY WALL PER IRC 302.2.3. REFERENCE ASSEMBLY C2, A4.1 FOR DETAILS. 34. DOORS BETWEEN GARAGE AND LIVING SPACES SHALL HAVE A 20 MIN. FIRE RESISTANCE RATING AND SHOULD BE EQUIPPED WITH A SELF -CLOSING DEVICE. 35. DUCT CHASE. 36. INSTALL ELECTRICAL CIRCUIT AND RECEPTACLE FOR FUTURE LEVEL II OR LEVEL III EV CHARGING STATION. 37. WATER SERVICE POINT OF COMPLIANCE PER CIVIL. A REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE PROVIDED IMMEDIATELY AFTER WATER SERVICE ENTERS BUILDING. 2 RPBA AND PLUMBING DESIGN TO BE DESIGN/BUILD BY CONTRACTOR UNDER SEPARATE PERMIT. 38 SHIP LADDER AND 3.5 FT BY 5 FT ROOF ACCESS HATCH. SEE 9/A5.5. ROOF NOTES H I PROVIDE SOLID BLOCKING OVER SUPPORTS �� 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. C. DOWNSPOUT, TYP. D. EXHAUST VENT, TYP. E. MINI -SPLIT EXTERIOR UNIT. 2 F. MECHANICAL PARAPET, SEE DETAIL 5/A5.3. METAL GUARDRAIL PER 10/A5.5. H. SHIP LADDER AND 3.5 FT BY 5 FT ROOF ACCESS HATCH. SEE 9/A5.5. ROOF VENT CALC QUNVENTED ROOF ASSEMBLY PURSUANT TO IRC R806.5, UNVENTED ROOF ASSEMBLIES SHALL COMPLY WITH THE FOLLOWING: • NO CLASS 1 VAPOR RETARDERS SHALL BE INSTALLED ON THE CEILING SIDE OF THE UNVENTED ASSEMBLY. • BOTH AIR -IMPERMEABLE AND AIR -PERMEABLE INSULATION SHALL BE PROVIDED. PER IRC R806.5.1.3, MIN. R-10 AIR -IMPERMEABLE INSULATION SHALL BE APPLIED IN DIRECT CONTACT WITH THE UNDERSIDE OF THE AIR -IMPERMEABLE INSULATION. • PREFORMED INSULATION BOARD SHALL BE SEALED AT THE PERIMETER OF EACH INDIVIDUAL SHEET INTERIOR SURFACE WHEN USED AS THE AIR -IMPERMEABLE LAYER. N �o a M .i 13 114 16'-5 1/2" T-2 1 /4" T-3 1 /4" 1/2" 5'-0" 11'-5" LINE OF EAVE (ABOVE) 10" 5'-0" 10'-6 1 /2" C-16 5050 9'-6" N CLO. 30 M BATH' R302 2626 i 32 F711 I -■ I�I�I 1 W/D) 9'-1 " T-3 1 /2" N_ N L? M. BATH Lo R303 26 - I Ih 11`-8"10 1 r 7; M. BED R304 U � 6 L C-23 8060 L5'-3" 8'-0" LINE OF BALCONY Q(BELOW) 4'-1' 00 10 00 N DS T -1 1 /2" 4'-0 1/4" I` 12'-41/2" 16-5 1/2" 13 14 BUILDING C: UNIT C5 THIRD FLOOR PLAN SCALE: 1 /4" = 1 '-0" c 0 N a N CN 6 (14 /2\ i in N 6 13 14 16-5 1 /2" LINE OF WALL (BELOW) F- - - LINE OF WALL(BELOW) 16-5 1 /2" 13 14 04 6 04 LO f") 2 BLDG C: UNIT C5 ROOF PLAN N 2 4 8 _ l SCALE: 1 /4" = 1 '-0" 1 /4" = 1 ' -O" CITIZEN DESIGN 11976 REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON z O 0 Lu z L.L.I O z u Lu rY H = Ln z Lu LO 0 2 ED z •o City of EDMONDS Permit March 30, 2022 BUILDING C Intake Rev. 04/22/2022 Revision 2 04/25/2023 223 Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ENLARGED FLOOR PLANS SCALE: AS NOTED A208 LEGEND 0 2x6 FRAMED WALL ® 2x4 FRAMED WALL (2) 2x4 FRAMED PARTY WALL (ASS'Y W3) 30- SPOT ELEVATION FINOTE CALLOUT OX DOOR CALLOUT OX WINDOW CALLOUT EG = EGRESS SG = SAFETY GLAZING ® SCUPPER ADS 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 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 REQ'S. 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: Cso 15. 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 �z 100 CFM (MIN) ON SWITCH 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 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDIT) 22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2. TOTAL INSTALLED WATTAGE SHALL BE 50OW MAX. (0.5 WATTS PER SF) 23. ELECTRICAL PANEL LOCATION. 24. EXHAUST VENT TO EXTERIOR. 25. WATER HEATER PER MFR. 26. VENT EXHAUST THROUGH ROOF. 27. 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 28. 8'-6"x16'-6" PARKING SPACE 29. METAL GUARDRAIL PER 8/A5.3. 30. MINI -SPLIT HEAD 31. COLUMN PER STRUCTURAL 32. INSIDE FACE OF WALL FRAMING ALIGNED WITH GRID 33. 1-HR RATED CEILING REQUIRED AT OVERHANGS FOR 5'-0" ON EITHER SIDE OF PARTY WALL PER IRC 302.2.3. REFERENCE ASSEMBLY C2. A4.1 FOR DETAILS. 34. DOORS BETWEEN GARAGE AND LIVING SPACES SHALL HAVE A 20 MIN. FIRE RESISTANCE RATING AND SHOULD BE EQUIPPED WITH A SELF -CLOSING DEVICE. 35. DUCT CHASE. 36. INSTALL ELECTRICAL CIRCUIT AND RECEPTACLE FOR FUTURE LEVEL II OR LEVEL III EV CHARGING STATION. 37. WATER SERVICE POINT OF COMPLIANCE PER CIVIL. A REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE PROVIDED IMMEDIATELY AFTER WATER SERVICE ENTERS BUILDING. 2 RPBA AND PLUMBING DESIGN TO BE DESIGN/BUILD BY CONTRACTOR UNDER SEPARATE PERMIT. 38. SHIP LADDER AND 3.5 FT BY 5 FT ROOF ACCESS HATCH. SEE 9/A5.5. 0 0 N O N N 6 Sol 16'-4" BUILDING C: UNIT Cl FIRST FLOOR PLAN SCALE: 1 /4" = 1 '-0" 10 N o4 N N 6 N �n N_ 6 0 R 9 10 16'-4" in 0 N <V 6 2 BLDG C: UNIT Cl SECOND FLOOR PLAN N 2 4 a SCALE: 1 /4" = 1 '-0" CITIZEN DESIGN NI7s REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w a 0 V_ Z O 0 Se W Z w O Z a H = cf) Z W u L) o w z •o City of EDMONDS Permit March 30, 2022 BUILDING C 1L Intake Rev. 04/22/2022 ARevision 2 04/25/2023 ZL Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ENLARGED FLOOR PLANS SCALE: AS NOTED A209 ELEVATION NOTES 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 SRC 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 SRC R308.4. 7. WINDOWS SHALL BE ANDERSON 100 SERIES (OR APPROVED EQUAL). 8. SIDE -MOUNTED METAL GUARDRAIL PER DETAIL 7/A5.3. 9. MINI -SPLIT EXTERIOR UNIT AND MECHANICAL PARAPET ON ROOF. 10. METAL CANOPY ATTACHMENT AND FABRICATION BY OTHERS. 11. EXHAUST VENT 12. TOP -MOUNTED METAL GUARDRAIL PER IO/A5.5. 13. REF. 6/A5.5 FOR FIRE LANE SIGN DETAILS. A A MATERIAL NOTES DOORS D-1 FRONT DOOR - BLACK FIBERGLASS D-2 SLIDING DOOR - BLACK FIBERGLASS _r.T.Mi114r0 R-1 TPO, BLACK R-2 HARDIE SOFFIT, LIGHT GRAY SIDING S-1 PANEL SIDING - LIGHT GRAY S-2 BRICK VENEER SIDING - EARTH TONES S-3 CONCRETE PLINTH 4 2 DETAIL TRIM - LIGHT GRAY SPECIALTY SP-1 METAL GUARDRAIL - BLACK SP-2 OVERHANGING EAVE WITH CORBEL BRACKETS SP-3 METAL COLUMN - BLACK SP-4 METAL CANOPY BY OTHERS - BLACK SP-5 BOLT -ON BALCONY BY OTHERS - BLACK SP-6 FIRE LANE SIGN - WHITE WITH RED LETTERS WINDOWS �3\ W-1 FIBERGLASS WINDOWS - BLACK DOWNSPOUT DS-1 METAL DOWNSPOUT - BLACK GUTTER G-1 GUTTER - BLACK MECHANICAL M-1 EXHAUST VENT, MATCH ADJACENT SIDING COLOR 3\ /2 0 6 M HEIGHT LIMIT +32'-0" (+105.98'±) TOP OF ROOF +28'-7 1/16" (+102.6'±) SECOND LEVEL F.F. +18'-8 3/4" (+92.7'±) BASEMENT LEVEL F.F. 0'-0" (+74.0'±) HEIGHT LIMIT +32'-0" (+105.98'±) TOP OF ROOF +28'-7 1/16" (+102.6'±) SECOND LEVEL F.F. J� +18'-8 3/4" (+92.7'±) FIRST LEVEL F.F. +9'-3/4" (+83.1'±) AVERAGE GRADE +2'-0" (+75.98'±) BASEMENT LEVEL F.F. 0'-0" (+74.0'±) in 0 0 0 N M N M O 0 i O� n I � o N FIG = 73.9± I 1 , FG = 73.3± ' 2 BUILDING C WEST ELEVATION (CONTINUED) 0 2 4 8 A3.1 SCALE: 1 /4" = 1 '-0" CITIZEN DESIGN NI7s REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w a 0 V_ Z O 0 W Z Lu O Z) Z a Q= H = Lf) Z W u L) �o W Z •o City of EDMONDS Permit March 30, 2022 BUILDING C AIntake Rev. 04/22/2022 ARevision 2 04/25/2023 ARevision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 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 AO.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 SRC 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 SRC R308.4. 7. WINDOWS SHALL BE ANDERSON 100 SERIES (OR APPROVED EQUAL). 8. SIDE -MOUNTED METAL GUARDRAIL PER DETAIL 7/A5.3. 9. MINI -SPLIT EXTERIOR UNIT AND MECHANICAL PARAPET ON ROOF. 10. METAL CANOPY ATTACHMENT AND FABRICATION BY OTHERS. 11. EXHAUST VENT 12. TOP -MOUNTED METAL GUARDRAIL PER 10/A5.5. 13. REF. 6/A5.5 FOR FIRE LANE SIGN DETAILS. A MATERIAL NOTES .T.TMI z.4 D-1 FRONT DOOR - BLACK FIBERGLASS D-2 SLIDING DOOR - BLACK FIBERGLASS ROOFING R-1 TPO, BLACK R-2 HARDIE SOFFIT, LIGHT GRAY SIDING S-1 PANEL SIDING - LIGHT GRAY S-2 BRICK VENEER SIDING - EARTH TONES S-3 CONCRETE PLINTH 4 2 DETAIL TRIM - LIGHT GRAY SPECIALTY SP-1 METAL GUARDRAIL - BLACK SP-2 OVERHANGING EAVE WITH CORBEL BRACKETS SP-3 METAL COLUMN - BLACK SP-4 METAL CANOPY BY OTHERS - BLACK SP-5 BOLT -ON BALCONY BY OTHERS - BLACK SP-6 FIRE LANE SIGN - WHITE WITH RED LETTERS �3\ WINDOWS W-1 FIBERGLASS WINDOWS - BLACK 2& 2 HEIGHT LIMIT +32'-0" (+105.98'±) v TOP OF ROOF M +28'-7 1/16" (+102.6'±) 01 0 DOWNSPOUT ^ DS-1 METAL DOWNSPOUT - BLACK GUTTER G-1 GUTTER - BLACK MECHANICAL M-1 EXHAUST VENT, MATCH ADJACENT SIDING COLOR 0 6 fM 0 0 M SECOND LEVEL F.F. +18'-8 3/4" (+92.7'±) FIRST LEVEL F.F. +9'-3/4" (+83.1'±) AVERAGE GRADE +2'-0" (+75.98'±) BASEMENT LEVEL F.F. rik 0'-0" (+74.0'±) HEIGHT LIMIT +32'-0" (+105.98'±) TOP OF ROOF +28'-7 1/16" (+102.6'±) SECOND LEVEL F.F. +18'-8 3/4" (+92.7'±) FIRST LEVEL F.F. +9'-3/4" (+83.1'±) AVERAGE GRADE +2'-0" (+75.98'±) BASEMENT LEVEL F.F. 0'-0" (+74.0'±) N 0 0 01 L" I � BUILDING C SOUTH ELEVATION SCALE: 1 /4" = 1 '-0" on -7 'I N fM 0 0 01. r*l FG = 73.9± ENE CITIZEN DESIGN NI7s REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w a 0 V_ Z O 0 W to z w O Z) Z a rY H = LI) Z W u L) �o w z •o City of EDMONDS Permit March 30, 2022 BUILDING C AIntake Rev. 04/22/2022 ARevision 2 04/25/2023 ARevision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ELEVATIONS SCALE: AS NOTED BUILDING C NORTH ELEVATION SCALE: 1 /4" = 1 '-0" 0 2 4 8 1 /4" = 1 '-0" A302 ELEVATION NOTES ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS. Q 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 SRC 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 SRC R308.4. 7. WINDOWS SHALL BE ANDERSON 100 SERIES (OR APPROVED EQUAL). 8. SIDE -MOUNTED METAL GUARDRAIL PER DETAIL 7/A5.3. 9. MINI -SPLIT EXTERIOR UNIT AND MECHANICAL PARAPET ON ROOF. 10. METAL CANOPY ATTACHMENT AND FABRICATION BY OTHERS. 11. EXHAUST VENT 12. TOP -MOUNTED METAL GUARDRAIL PER IO/A5.5. 13. REF. 6/A5.5 FOR FIRE LANE SIGN DETAILS. A A MATERIAL NOTES .T.TMI z.4 D-1 FRONT DOOR - BLACK FIBERGLASS D-2 SLIDING DOOR - BLACK FIBERGLASS ROOFING R-1 TPO, BLACK R-2 HARDIE SOFFIT, LIGHT GRAY SIDING S-1 PANEL SIDING - LIGHT GRAY S-2 BRICK VENEER SIDING - EARTH TONES S-3 CONCRETE PLINTH 4 2 DETAIL TRIM - LIGHT GRAY SPECIALTY SP-1 METAL GUARDRAIL - BLACK SP-2 OVERHANGING EAVE WITH CORBEL BRACKETS SP-3 METAL COLUMN - BLACK SP-4 METAL CANOPY BY OTHERS - BLACK SP-5 BOLT -ON BALCONY BY OTHERS - BLACK SP-6 FIRE LANE SIGN - WHITE WITH RED LETTERS �3\ WINDOWS W-1 FIBERGLASS WINDOWS - BLACK nn\A/AICDnl IT lj.SMi•I:lIfAjNl �1�i9►�y1.111� 3�e[•l l GUTTER G-1 GUTTER - BLACK MECHANICAL M-1 EXHAUST VENT, MATCH ADJACENT SIDING COLOR 2 w w ww w w w w-w w w HEIGHT LIMIT +32'-0" (+105.98'±) TOP OF ROOF +28'-7 1/16" (+102.6'±) SECOND LEVEL F.F. +18'-8 3/4" (+92.7'±) in 0 0 FIRST LEVEL F.F. +9'-3/4" (+83.1'±) N M 0 0 AVERAGE GRADE +2'-0" (+75.98'±) 0 BASEMENT LEVEL F.F. 0'-0" (+74.0'±) 2 HEIGHT LIMIT +32'-0" (+105.98'±) inTOP OF ROOF +28'-7 1/16" (+102.6'±) 01 0 0 M SECOND LEVEL F.F. J� +18'-8 3/4" (+92.7'±) FIRST LEVEL F.F. +9'-3/4" (+83.1'±) AVERAGE GRADE +2'-0" (+75.98'±) BASEMENT LEVEL F.F. 0'-0" (+74.0'±) BUILDING C EAST ELEVATION SCALE: 1 /4" = 1 '-0" N3 CITIZEN DESIGN NI7s REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w a 0 V_ Z O 0 W z W O Z a H = Lf) Z W u L) o W Z •o City of EDMONDS Permit March 30, 2022 BUILDING C AIntake Rev. 04/22/2022 ARevision 2 04/25/2023 ARevision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY ELEVATIONS SCALE: AS NOTED BUILDING C EAST ELEVATION (CONTINUED) SCALE: 1 /4" = 1 '-0" 0 2 4 8 1 /4" = 1 '-0" A303 SECTION NOTES 1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. 3. 4. 5. 6. 7. 8. 9. 10 11 12 13 DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. GUTTER PER PLAN. RIGID INSULATION CRICKET PER PLAN. PROVIDE (1) LAYER %" TYPE X GWB AT UNDERSIDE OF STAIRS. SEE 3/A5.3 AND 4/A5.3 FOR STAIR AND RAILING DETAILS. SEE 8/A5.3 FOR GUARDRAIL DETAILS. POST PER STRUCTURAL. CORBEL PER DETAIL 2/A5.3 STEP PER PLAN. STAIR LANDING, BUILD PER ASSEMBLY F3. METAL CANOPY BY OTHERS. DECK FRAMING PER STRUCTURAL. TOP -MOUNTED METAL GUARDRAIL PER IO/A5.5. ROOF HATCH PER 9/A5.5. 0 2 0 M WALL ASSEMBLIES WALL: TYP. EXTERIOR W1 SIDING PER ELEVATION INFILTRATION BARRIER (TYVEK OR EQUIV.) PLYWOOD SHEATHING PER STRUCTURAL 2x FRAMING PER STRUCTURAL R-21 MIN. BATT INSULATION %" GWB WALL: 1-HR EXTERIOR W2 REF. ASSEMBLY: UL V340 (REF. 3/A5.5 FOR DETAILS) FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 2x FRAMING, PER STRUCTURAL R-21 MIN. BATT INSULATION %" TYPE X GWB WALL: TYP. INTERIOR W4 Y" GWB FRAMING PER PLAN %" GWB WALL: INSULATED INTERIOR W5 Y" GWB Q 2x6 FRAMING PER PLAN R-21 MIN. BATT INSULATION %" GWB WALL: 2-HR PARTY WALL A W3 REF. ASSEMBLY: UL 350 (REF. 7/A5.5 FOR DETAILS) , %" TYPE X GWB 2x4 FRAMING PER STRUCTURAL 3%" FIBERGLASS INSULATION FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 1 " AIR GAP FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 3%" FIBERGLASS INSULATION 2x4 FRAMING PER STRUCTURAL (STAGGERED 8") %" TYPE X GWB HEIGHT LIMIT +32'-0" (+105.98'±) i� TOP OF ROOF +28'-7 1/16" (+102.6'±) 0 a SECOND LEVEL F.F. _ +18'-8 3/4" (+92.7'±) FIRST LEVEL F.F. +9'-3/4" (+83.1'±) Y 0 oa AVERAGE GRADE +2'-0" (+75.98'±) o BASEMENT LEVEL S.O.G. N +0'-0" (+74.0'±) WALL: UNINSULATED EXTERIOR W6 W1 ASSEMBLY, EXCEPT: NO INSULATION WALL: FURRING WALL W7 W3 ASSEMBLY 1 " AIRGAP 2x FRAMING PER PLAN %" GWB BUILDING C: OVERALL LONGITUDINAL SECTION WALL: INSULATED CONCRETE W8 DRAINBOARD (BELOW GRADE) 2" RIGID INSULATION (R-10) RATED FOR BELOW -GRADE USE FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL z" GWB RATED FOR WET LOCATIONS WALL: UNINSULATED CONCRETE 1Q Wg REF. ASSEMBLY: IBC 722.2.1.1 , DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL (3.5" MIN. FOR 1-HR RATING) WALL: INSULATED CONCRETE W10 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL 1" RIGID INSULATION (R-5) TAPED SEAMS PER MFR 2x FRAMING %" GWB FLOOR ASSEMBLIES FLOOR: TYP. UNINSULATED FRAMED F1 FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL FLOOR: INSULATED FRAMED F2 FINISH FLOORING ER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL R-38 BATT INSULATION FLOOR: INSULATED SLAB ON GRADE F3 CONCRETE SLAB PER STRUCTURAL VAPOR BARRIER 00 MIL MIN.), TAPE SEAMS w/ VINYL SEAM TAPE R-10 (2" XPS MIN.) RIGID INSUL. UNDER ENTIRE SLAB 4" COMPACTED GRAVEL DECK ASSEMBLIES DEC D1K: TYP. FRAMED 5/4 DECKING PER OWNER P.T. FRAMING PER STRUCTURAL ROOF/CEILING ASSEMBLIES ROOF: TYPICAL R1 TP0 ROOF MEMBRANE - MIN. CLASS C RATING PER ASTM UL790 ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-21 MIN. SPRAY FOAM INSULATION (3" SPF OR EQUAL) R-21 MIN. BATT INSULATION (5%" DEPTH) CEILING: TYPICAL C1 GWB CEILING: 1-HRFIRE-RESISTANT SOFFIT ` 1Q C2 REF. ASSEMBLY: GA FC 5406 (REF. 11/A5.5 FOR DETAILS) J SHEATHING AND NAILING PER STRUCTURAL FRAMING PER STRUCTURAL (2) LAYERS EXTERIOR -RATED TYPE-X GWB 4" FIBER CEMENT PANEL CEILING: SOFFIT a 4" FIBER CEMENT PANEL DECK: TYP. ROOF DECK D2 5/4 DECKING PER OWNER 2x P.T. SLEEPERS RIPPED TO SLOPE VYCOR MEMBRANE PROTECTION 0 CITIZEN DESIGN N11976 REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON z O U Z) Q= H z O U Lu z W z 0 N O 00 011 a Ln 0 z O 0 Lu vi w -) Lu 2 H L0 �o �o i �0 City of EDMONDS Permit March 30, 2022 BUILDING C AIntake Rev. 04/22/2022 ARevision 2 04/25/2023 ARevision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY SECTIONS AND ASSEMBLIES: OVERALL SCALE: AS NOTED A401 SCALE: 1 /4" = 1 '-0" 1 /4" = 1 ' -0" SECTION NOTES 1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. 3. 4. 5. 6. 7. 8. 9. 10 11 12 13 14. 115. 16. 2 DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. GUTTER PER PLAN. RIGID INSULATION CRICKET PER PLAN. PROVIDE (1) LAYER %" TYPE X GWB AT UNDERSIDE OF STAIRS. SEE 3/A5.3 AND 4/A5.3 FOR STAIR AND RAILING DETAILS. SEE 8/A5.3 FOR GUARDRAIL DETAILS. POST PER STRUCTURAL. CORBEL PER DETAIL 2/A5.3 STEP PER PLAN. STAIR LANDING, BUILD PER ASSEMBLY F3. METAL CANOPY BY OTHERS. DECK FRAMING PER STRUCTURAL. TOP -MOUNTED METAL GUARDRAIL PER IO/A5.5. ROOF HATCH PER 9/A5.5. 0 2 WALL ASSEMBLIES WALL: TYP. EXTERIOR W1 SIDING PER ELEVATION INFILTRATION BARRIER (TYVEK OR EQUIV.) PLYWOOD SHEATHING PER STRUCTURAL 2x FRAMING PER STRUCTURAL R-21 MIN. BATT INSULATION %" GWB WALL: 1-HR EXTERIOR W2 REF. ASSEMBLY: UL V340 (REF. 3/A5.5 FOR DETAILS) FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 2x FRAMING, PER STRUCTURAL R-21 MIN. BATT INSULATION %" TYPE X GWB WALL: TYP. INTERIOR W4 y„ GWB FRAMING PER PLAN %" GWB WALL: INSULATED INTERIOR W5 Y„ GWB Q 2x6 FRAMING PER PLAN R-21 MIN. BATT INSULATION %" GWB WALL: 2-HR PARTY WALL 1Q W3 REF. ASSEMBLY: UL 350 (REF. 7/A5.5 FOR DETAILS) , %" TYPE X GWB 2x4 FRAMING PER STRUCTURAL 3%" FIBERGLASS INSULATION FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 1 " AIR GAP FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 3%" FIBERGLASS INSULATION 2x4 FRAMING PER STRUCTURAL (STAGGERED 8") %" TYPE X GWB HEIGHT LIMIT +32'-0" (+105.98'±) TOP OF ROOF M +28'-71/16" (+102.6'±) 01 SECOND LEVEL F.F. +18'-8 3/4" (+92.7'±) FIRST LEVEL F.F. +9'-3/4" (+83.1'±) M 0 oa AVERAGE GRADE +2'-0" (+75.98'±) 0 BASEMENT LEVEL S.O.G. CI, +0'-0" (+74.0'±) WALL: UNINSULATED EXTERIOR W6 W1 ASSEMBLY, EXCEPT: NO INSULATION WALL: FMBURRING WALL W7 W3 ASSELY 1 " AIRGAP 2x FRAMING PER PLAN %" GWB WALL: INSULATED CONCRETE W8 DRAINBOARD (BELOW GRADE) 2" RIGID INSULATION (R-10) RATED FOR BELOW -GRADE USE FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL z" GWB RATED FOR WET LOCATIONS WALL: UNINSULATED CONCRETE W9 REF. ASSEMBLY: IBC 722.2.1.1 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL (3.5" MIN. FOR 1-HR RATING) WALL: INSULATED CONCRETE W10 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL 1" RIGID INSULATION (R-5) TAPED SEAMS PER MFR 2x FRAMING %" GWB BUILDING C: OVERALL LONGITUDINAL SECTION (CONTINUED FLOOR ASSEMBLIES FLOOR: TYP. UNINSULATED FRAMED F1 FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL FLOOR: INSULATED FRAMED F2 FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL R-38 BATT INSULATION FLOOR: INSULATED SLAB ON GRADE F3 CONCRETE SLAB PER STRUCTURAL VAPOR BARRIER 00 MIL MIN.), TAPE SEAMS w/ VINYL SEAM TAPE R-10 (2" XPS MIN.) RIGID INSUL. UNDER ENTIRE SLAB 4" COMPACTED GRAVEL DECK ASSEMBLIES DEC D1K: TYP. FRAMED 5/4 DECKING PER OWNER P.T. FRAMING PER STRUCTURAL ROOF/CEILING ASSEMBLIES 7PCO OF: TYPICAL R1 ROOF MEMBRANE - MIN. CLASS C RATING PER ASTM UL790 ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-21 MIN. SPRAY FOAM INSULATION (3" SPF OR EQUAL) R-21 MIN. BATT INSULATION (5%" DEPTH) CEILING: TYPICAL C1 8 GWB CEILING: 1-HR FIRE-RESISTANT SOFFIT ` 1Q C2 REF. ASSEMBLY: GA FC 5406 (REF. 11/A5.5 FOR DETAILS) J SHEATHING AND NAILING PER STRUCTURAL FRAMING PER STRUCTURAL (2) LAYERS EXTERIOR -RATED TYPE-X GWB 4" FIBER CEMENT PANEL CEILING: SOFFIT C3 4" FIBER CEMENT PANEL DECK: TYP. ROOF DECK D2 5/4 DECKING PER OWNER 2x P.T. SLEEPERS RIPPED TO SLOPE VYCOR MEMBRANE PROTECTION A CITIZEN DESIGN NI7s REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON z O U rY H z O U w z W z 0 N O 00 0� a vi 0 z O 0 Lu vi w z LLI a 2 H L0 �o �o �0 City of EDMONDS Permit March 30, 2022 BUILDING C AIntake Rev. 04/22/2022 ARevision 2 04/25/2023 ARevision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY SECTIONS AND ASSEMBLIES: OVERALL SCALE: AS NOTED A402 SCALE: 1 /4" = 1 '-0" 1 /4" = 1 ' -0" SECTION NOTES 1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. 3. 4. 5. 6. 7. 8. 9. 10 11 12 13 0 DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. GUTTER PER PLAN. RIGID INSULATION CRICKET PER PLAN. PROVIDE (1) LAYER %" TYPE X GWB AT UNDERSIDE OF STAIRS. SEE 3/A5.3 AND 4/A5.3 FOR STAIR AND RAILING DETAILS. SEE 8/A5.3 FOR GUARDRAIL DETAILS. POST PER STRUCTURAL. CORBEL PER DETAIL 2/A5.3 STEP PER PLAN. STAIR LANDING, BUILD PER ASSEMBLY F3. METAL CANOPY BY OTHERS. DECK FRAMING PER STRUCTURAL. TOP -MOUNTED METAL GUARDRAIL PER 10/A5.5. ROOF HATCH PER 9/A5.5. HEIGHT LIMIT +32'-0" (+105.98'±) TOP OF ROOF M +28'-71/16" (+102.6'±) 0 oa SECOND LEVEL F.F. r6 +18'-8 3/4" (+92.7'±) FIRST LEVEL F.F. r6 +9'-3/4" (+83.1'±) M O 61 AVERAGE GRADE +2'-0" (+75.98'±) 4_;4 0 BASEMENT LEVEL S.O.G. Z, +0'-0" (+74.0'±) WALL ASSEMBLIES WALLZ.EXTERIOR LEVATION INFILTRATION BARRIER (TYVEK OR EQUIV.) PLYWOOD SHEATHING PER STRUCTURAL 2x FRAMING PER STRUCTURAL R-21 MIN. BATT INSULATION %" GWB WALL: 1-HR EXTERIOR Q W2 REF. ASSEMBLY: UL V340 (REF. 3/A5.5 FOR DETAILS) FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 2x FRAMING, PER STRUCTURAL R-21 MIN. BATT INSULATION %" TYPE X GWB WALL: 2-HR PARTY WALL 1Q W3 REF. ASSEMBLY: UL 350 (REF. 7/A5.5 FOR DETAILS) , %" TYPE X GWB 2x4 FRAMING PER STRUCTURAL 3%" FIBERGLASS INSULATION FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 1 " AIR GAP FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 3%" FIBERGLASS INSULATION 2x4 FRAMING PER STRUCTURAL (STAGGERED 8") %" TYPE X GWB W4 WA LL: TYP. INTERIOR GWB FRAMING PER PLAN %" GWB WALL: INSULATED INTERIOR W5 Y" GWB 2x6 FRAMING PER PLAN R-21 MIN. BATT INSULATION %" GWB WALL: UNINSULATED EXTERIOR W6 W1 ASSEMBLY, EXCEPT: NO INSULATION LL:FURRING WALL��W3 ASSEMBLY 1 " AI RGAP 2x FRAMING PER PLAN %" GWB WALL: INSULATED CONCRETE W8 DRAINBOARD (BELOW GRADE) 2" RIGID INSULATION (R-10) RATED FOR BELOW -GRADE USE FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL %" GWB RATED FOR WET LOCATIONS WALL: UNINSULATED CONCRETE W9 REF. ASSEMBLY: IBC 722.2.1.1 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL (3.5" MIN. FOR 1-HR RATING) WALL: INSULATED CONCRETE W1 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL 1" RIGID INSULATION (R-5) TAPED SEAMS PER MFR 2x FRAMING V" GWB FLOOR ASSEMBLIES FLOOR: TYP. UNINSULATED FRAMED F1 FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL FLOOR: INSULATED FRAMED F2 FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL R-38 BATT INSULATION FLOOR: INSULATED SLAB ON GRADE F3 CONCRETE SLAB PER STRUCTURAL VAPOR BARRIER 00 MIL MIN.), TAPE SEAMS w/ VINYL SEAM TAPE R-10 (2" XPS MIN.) RIGID INSUL. UNDER ENTIRE SLAB 4" COMPACTED GRAVEL DECK ASSEMBLIES DECK: TYP. FRAMED D1 5/4 DECKING PER OWNER P.T. FRAMING PER STRUCTURAL ROOF/CEILING ASSEMBLIES ROOF: TYPICAL R1 TPO ROOF MEMBRANE - MIN. CLASS C RATING PER ASTM UL790 ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-21 MIN. SPRAY FOAM INSULATION (3" SPF OR EQUAL) R-21 MIN. BATT INSULATION (5%" DEPTH) CEILING, TYPICAL C1 5,. GWB CEILING: 1-HR FIRE-RESISTANT SOFFIT ` 1Q C2 REF. ASSEMBLY: GA FC 5406 (REF. 11/A5.5 FOR DETAILS) J SHEATHING AND NAILING PER STRUCTURAL FRAMING PER STRUCTURAL (2) LAYERS EXTERIOR -RATED TYPE-X GWB 4" FIBER CEMENT PANEL CEILING: SOFFIT C3 4" FIBER CEMENT PANEL g>5/4ECK: TYP.ROOF DECK DECKING PER OWNER 2x P.T. SLEEPERS RIPPED TO SLOPE VYCOR MEMBRANE PROTECTION A CITIZEN DESIGN Nl76 REGISTERED ARCHITECT w � BRYAN S. RIDLEY STATE OF WASHINGTON a 0 z � o 0 w vi z LLI O Z) z Lu QIY H = Z LLj ~ OU z'o "o W j z 10 City of EDMONDS Permit March 30, 2022 BUILDING C 1l Intake Rev. 04/22/2022 ARevision 2 04/25/2023 ARevision 3 08/31/2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY SECTIONS AND ASSEMBLIES: UNITS C1-C6 SCALE: AS NOTED BUILDING C: UNITS C1-05 TYP. TRANSVERSE SECTION AT STAIRS SCALE: 1 /4" = 1 '-0" BUILDING C: UNITS C6 TYP. TRANSVERSE SECTION AT STAIRS SCALE: 1 /4" = 1 '-0" 1 /4" =1 '-0" A403 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. RIGID INSULATION CRICKET PER PLAN. 6. PROVIDE (1) LAYER %" TYPE X GWB AT UNDERSIDE OF STAIRS. 7. SEE 3/A5.3 AND 4/A5.3 FOR STAIR AND RAILING DETAILS. 8. SEE 8/A5.3 FOR GUARDRAIL DETAILS. 9. POST PER STRUCTURAL. 10. CORBEL PER DETAIL 2/A5.3 11. STEP PER PLAN. 12. STAIR LANDING, BUILD PER ASSEMBLY F3. 13. METAL CANOPY BY OTHERS. 14. DECK FRAMING PER STRUCTURAL. 15. TOP -MOUNTED METAL GUARDRAIL PER 10/A5.5. 16. ROOF HATCH PER 9/A5.5. 2 0 HEIGHT LIMIT +32'-0" (+105.98'±) TOP OF ROOF M +28'-71/16" (+102.6'±) 0 oa SECOND LEVEL F.F. r6 +18'-8 3/4" (+92.7'±) FIRST LEVEL F.F. r6 +9'-3/4" (+83.1'±) M O 61 AVERAGE GRADE +2'-0" (+75.98'±) 4_;4 0 BASEMENT LEVEL S.O.G. Z, +0'-0" (+74.0'±) WALL ASSEMBLIES WALLZ.EXTERIOR LEVATION INFILTRATION BARRIER (TYVEK OR EQUIV.) PLYWOOD SHEATHING PER STRUCTURAL 2x FRAMING PER STRUCTURAL R-21 MIN. BATT INSULATION %" GWB WALL: 1-HR EXTERIOR Q W2 REF. ASSEMBLY: UL V340 (REF. 3/A5.5 FOR DETAILS) FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 2x FRAMING, PER STRUCTURAL R-21 MIN. BATT INSULATION %" TYPE X GWB WALL: 2-HR PARTY WALL 1Q W3 REF. ASSEMBLY: UL 350 (REF. 7/A5.5 FOR DETAILS) , %" TYPE X GWB 2x4 FRAMING PER STRUCTURAL 3%" FIBERGLASS INSULATION FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 1 " AIR GAP FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 3%" FIBERGLASS INSULATION 2x4 FRAMING PER STRUCTURAL (STAGGERED 8") %" TYPE X GWB W4 WA LL: TYP. INTERIOR GWB FRAMING PER PLAN %" GWB WALL: INSULATED INTERIOR W5 Y" GWB 2x6 FRAMING PER PLAN R-21 MIN. BATT INSULATION %" GWB WALL: UNINSULATED EXTERIOR W6 W1 ASSEMBLY, EXCEPT: NO INSULATION LL:MBFURRING WAL��W3 ASSELY 1 " AI RGAP 2x FRAMING PER PLAN %" GWB WALL: INSULATED CONCRETE W8 DRAINBOARD (BELOW GRADE) 2" RIGID INSULATION (R-10) RATED FOR BELOW -GRADE USE FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL %" GWB RATED FOR WET LOCATIONS WALL: UNINSULATED CONCRETE Wg REF. ASSEMBLY: IBC 722.2.1.1 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL (3.5" MIN. FOR 1-HR RATING) WALL: INSULATED CONCRETE W1 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL 1" RIGID INSULATION (R-5) TAPED SEAMS PER MFR 2x FRAMING %" GWB FA FLOOR ASSEMBLIES FLOOR: TYP. UNINSULATED FRAMED F1 FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL FLOO F2R: INSULATED FRAMED FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL R-38 BATT INSULATION FLOOR: INSULATED SLAB ON GRADE F3 CONCRETE SLAB PER STRUCTURAL VAPOR BARRIER 00 MIL MIN.), TAPE SEAMS w/ VINYL SEAM TAPE R-10 (2" XPS MIN.) RIGID INSUL. UNDER ENTIRE SLAB 4" COMPACTED GRAVEL DECK ASSEMBLIES DECK: TYP. FRAMED D1 5/4 DECKING PER OWNER P.T. FRAMING PER STRUCTURAL ROOF/CEILING ASSEMBLIES ROO R1F: TYPICAL TPO ROOF MEMBRANE - MIN. CLASS C RATING PER ASTM UL790 ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-21 MIN. SPRAY FOAM INSULATION (3" SPF OR EQUAL) R-21 MIN. BATT INSULATION (5%" DEPTH) CEILING: TYPICAL C1 %" GWB CEILING: 1-HR FIRE-RESISTANT SOFFIT ` 1Q C2 REF. ASSEMBLY: GA FC 5406 (REF. 11/A5.5 FOR DETAILS) J SHEATHING AND NAILING PER STRUCTURAL FRAMING PER STRUCTURAL (2) LAYERS EXTERIOR -RATED TYPE-X GWB 4" FIBER CEMENT PANEL CEILING: SOFFIT C3 4" FIBER CEMENT PANEL 6>514ECK: TYP.ROOF DECK DECKING PER OWNER 2x P.T. SLEEPERS RIPPED TO SLOPE VYCOR MEMBRANE PROTECTION Am" A CITIZEN DESIGN Nl76 REGISTERED ARCHITECT w � BRYAN S. RIDLEY STATE OF WASHINGTON a 0 z � o 0 w vi z LLI O Z) z Lu QIY H = Z LLj ~ OU z'o "o W j z 10 City of EDMONDS Permit March 30, 2022 BUILDING C 1l Intake Rev. 04/22/2022 ARevision 2 04/25/2023 ARevision 3 08/31/2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY SECTIONS AND ASSEMBLIES: UNITS C7-C8 SCALE: AS NOTED BUILDING C: UNITS C7 TYP. TRANSVERSE SECTION AT STAIRS SCALE: 1 /4" = 1 '-0" BUILDING C: UNITS C8 TYP. TRANSVERSE SECTION AT STAIRS SCALE: 1 /4" = 1 '-0" 1 /4" =1 '-0" 0 F 2 — WME.* A5.3 1 I I I I TYP. ROOF AND DECK (R1 + D2) 5/4 DECKING PER OWNER 2x P.T. SLEEPERS RIPPED TO SLOPE VYCOR MEMBRANE PROTECTION TPO ROOF MEMBRANE - MIN. CLASS C RATED ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-21 MIN. SPRAY FOAM INSULATION (3" SPF OR EQUAL) R-21 MIN. BATT INSULATION (5%" DEPTH) TYPICAL EXTERIOR WALL (W1) 1 SIDING PER ELEVATION INFILTRATION BARRIER (TYVEK OR EQUIV.) A5.4 PLYWOOD SHEATHING PER STRUCTURAL 2x FRAMING PER STRUCTURAL R-21 MIN. BATT INSULATION %" GWB 9 A5.4 TYPICAL LANDING (SIM. TO F1) - FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL WINDOW PER ELEVATION Q7 A5.4 r TYPICAL LANDING (SIM. TO F1) a p p p FINISH FLOORING PER OWNER SHEATHING &NAILING PER STRUCTURAL ° FLOOR JOISTS PER STRUCTURAL i\ a INSULATED CONCRETE WALL (W7) DRAINBOARD (BELOW GRADE) 2" RIGID INSULATION (R-10) RATED FOR BELOW -GRADE USE FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL z" GWB RATED FOR WET LOCATIONS ° p p p p p 4 12 4 ° ° 4 1p C A5.3 MMMOO INSULATED SLAB ON GRADE (F3) CONCRETE SLAB PER STRUCTURAL VAPOR BARRIER (10 MIL MIN.), TAPE SEAMS w/ VINYL SEAM TAPE R-10 (2" XPS MIN.) RIGID INSULATION UNDER ENTIRE SLAB 4" COMPACTED GRAVEL EAST EXT. WALL SECTION AT STAIRS SCALE: 1 /2" = 1 '-0" 0 TYP. ROOF AND DECK (R1 + D2) 5/4 DECKING PER OWNER 2x P.T. SLEEPERS RIPPED TO SLOPE VYCOR MEMBRANE PROTECTION TPO ROOF MEMBRANE - MIN. CLASS C RATED ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-21 MIN. SPRAY FOAM INSULATION (3" SPF OR EQUAL) R-21 MIN. BATT INSULATION (5%" DEPTH) 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 LANDING (SIM. TO F1) - FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL TYPICAL LANDING (SIM. TO F1) FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL INSULATED CONCRETE WALL (W7) DRAINBOARD 2" RIGID INSULATION (R-10) RATED FOR BELOW -GRADE USE FLUID APPLIED WATERPROOFING CONCRETE WALL PER STRUCTURAL %" GWB RATED FOR WET LOCATIONS F r2 — =MEW** A5.3 1 I I I I WINDOW PER ELEVATION BOLT -ON CANOPY BY OTHERS (BEYOND) 12 A5.4 \/\\�\\/\\� \\\\\\\\\\\ _--•. p p p p /\ /J INSULATED SLAB ON GRADE (F3) — CONCRETE SLAB PER STRUCTURAL VAPOR BARRIER (10 MIL MIN.), TAPE SEAMS w/ VINYL SEAM TAPE R-10 (2" XPS MIN.) RIGID INSULATION UNDER ENTIRE SLAB 4" COMPACTED GRAVEL EAST EXT. WALL SECTION AT DOOR SCALE: 1 /2" = 1 '-0" 0 TYPICAL ROOF (R1) TPO ROOF MEMBRANE - MIN. CLASS C RATED ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-21 MIN. SPRAY FOAM INSULATION (3" SPF OR EQUAL) R-21 MIN. BATT INSULATION (5%" DEPTH) 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) FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL 0 INSULATED FRAMED FLOOR (F2) FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL R-38 BATT INSULATION TYPICAL DECK (D1) DECKING PER OWNER P.T. FRAMING PER STRUC'L INSULATED SLAB ON GRADE (F3) CONCRETE SLAB PER STRUCTURAL VAPOR BARRIER (10 MIL MIN.), TAPE SEAMS w/ VINYL SEAM TAPE R-10 (2" XPS MIN.) RIGID INSULATION UNDER ENTIRE SLAB W/ TAPERED THERMAL BREAK 4" COMPACTED GRAVEL TYP. WEST EXTERIOR WALL SECTION SCALE: 1 /2" = 1 '-0" 4' FIRE -RETARDANT -TREATED - WOOD 44� 2x4 FURRING WALL PER PLAN 4' FIRE -RETARDANT -TREATED TYPICAL ROOF (R1) TPO ROOF MEMBRANE - MIN. CLASS C RATED ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-21 MIN. SPRAY FOAM INSULATION (3" SPF OR EQUAL) R-21 MIN. BATT INSULATION (5%" DEPTH) WALL: (2) 1 - H R PARTY WALL (W3) %" TYPE X GWB 2x4 FRAMING PER STRUCTURAL 3%" FIBERGLASS INSULATION FLAMEBLOCK SHEATHING PER MFR 1" AIR GAP FLAMEBLOCK SHEATHING PER MFR 3%" FIBERGLASS INSULATION 2x4 FRAMING PER STRUCTURAL %" TYPE X GWB TYPICAL FLOOR (F1) FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL INSULATED FRAMED FLOOR (F2) FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL R-38 BATT INSULATION INSULATED SLAB ON GRADE (F3) CONCRETE SLAB PER STRUCTURAL VAPOR BARRIER (10 MIL MIN.), TAPE SEAMS w/ VINYL SEAM TAPE R-10 (2" MIN) TAPERED THERMAL BREAK R-10 (2" XPS MIN.) RIGID INSULATION UNDER ENTIRE SLAB 4" COMPACTED GRAVEL TYP. PARTY WALL SECTION SCALE: 1/2" = 1'-0" DESIGN 11976 REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w a Z O 0 W Ln Z � W O Z) Z rY a H = Z W L L) o W z •o City of EDMONDS Permit March 30, 2022 BUILDING C ZLIntake Rev. 04/22/2022 Revision 2 04/25/2023 Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY WALL SECTIONS SCALE: AS NOTED A501 FAI A2 3 A5.5 REDUCE DEPTH OF BELLY BAND TO 4" 12 A5.5 REDUCE DEPTH OF BELLY BAND TO 4" TYPICAL ROOF (R1) TPO ROOF MEMBRANE - MIN. CLASS C RATED ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-21 MIN. SPRAY FOAM INSULATION (3" SPF OR EQUAL) R-21 MIN. BATT INSULATION (5%" DEPTH) 1-HR EXTERIOR WALL (W2) REF. ASSEMBLY: UL V340 (REF. 3/A5.5 FOR D ETAI LS) FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 2x FRAMING, PER STRUCTURAL R-21 MIN. BATT INSULATION %" TYPE X GWB TYPICAL FLOOR (F1) FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL INSULATED FRAMED FLOOR (F2) FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL R-38 BATT INSULATION UNINSULATED CONCRETE (W9) I DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL INSULATED SLAB ON GRADE (F3) CONCRETE SLAB PER STRUCTURAL VAPOR BARRIER (10 MIL MIN.), TAPE SEAMS w/ VINYL SEAM TAPE R-10 (2" MIN) TAPERED THERMAL BREAK R-10 (2" XPS MIN.) RIGID INSULATION UNDER ENTIRE SLAB I 4" COMPACTED GRAVEL 4 \/ d \ Lj 4 d. TYPICAL ROOF (R1) TPO ROOF MEMBRANE - MIN. CLASS C RATED ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-21 MIN. SPRAY FOAM INSULATION (3" SPF OR EQUAL) R-21 MIN. BATT INSULATION (5%" DEPTH) 1-HR EXTERIOR WALL (W2) REF. ASSEMBLY: UL V340 (REF. 3/A5.5 FOR DETAILS) FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 2x FRAMING, PER STRUCTURAL R-21 MIN. BATT INSULATION %" TYPE X GWB TYPICAL FLOOR (Fl ) FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUC'L FLOOR JOISTS PER STRUC'L INSULATED FRAMED FLOOR (F2) FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL R-38 BATT INSULATION IAICI II ATC:n Cl AD f1AI (_DAnc: /CQ1 CONCRETE SLAB PER STRUCTURAL VAPOR BARRIER (10 MIL MIN.), TAPE SEAMS w/ VINYL SEAM TAPE R-10 (2" MIN) TAPERED THERMAL BREAK R-10 (2" XPS MIN.) RIGID INSULATION UNDER ENTIRE SLAB 4" COMPACTED GRAVEL REDUCE DEPTH OF BELLY BAND TO 4" FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUC'L FLOOR JOISTS PER STRUC'L REDUCE DEPTH OF BELLY BAND TO 4" 1 II YIJII 1 LVVI\IIYV 1 LI\ VYYIYLI\ SHEATHING & NAILING PER STRUCTURAL FLOOR JOISTS PER STRUCTURAL R-38 BATT INSULATION INSULATED SLAB ON GRADE (F3) CONCRETE SLAB PER STRUCTURAL VAPOR BARRIER (10 MIL MIN.), TAPE SEAMS w/ VINYL SEAM TAPE R-10 (2" MIN) TAPERED THERMAL BREAK R-10 (2" XPS MIN.) RIGID INSULATION UNDER ENTIRE SLAB 4" COMPACTED GRAVEL �1 x//A5 SIM. 3 - - -41 1 CITIZEN DESIGN NI7s REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON a 0 0 r— z 0 %%O o w vi z w 0 z � a H = cf) z W it L) o w z •o City of EDMONDS Permit March 30, 2022 BUILDING C ZL Intake Rev. 04/22/2022 ARevision 2 04/25/2023 ZL Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY WALL SECTIONS SCALE: AS NOTED TYP. NORTH EXTERIOR WALL SECTION SCALE: 1 /2" = 1 '-0" TYP. SOUTH EXTERIOR WALL SECTION SCALE: 1 /2" = 1 '-0" TYP. ENLARGED STAIR SECTION SCALE: 1 /2" = 1 '-0" A502 TOP -MOUNT METAL GUARDRAIL PER 10/A5.5 DECKING AND SLEEPERS FIRE -RETARDANT -TREATED PER ASSEMBLY D2 SHEATHING PER STRUC'L (%32" PLYWOOD) FOR 48" SHEET METAL DRIP EACH SIDE OF PARTY WALL EDGE CAP FLASHING WRAP TPO MEMBRANE UP CURB GUARDRAIL\ \ TPO ROOFING PER PLAN (1) LAYER%" GWB 2x FIREBLOCKING (TYP) ASSEMBLY W3 PER SECTION ASSEMBLY R1 PER SECTION PARTY WALL ROOF CONDITION SCALE: 1 " = 1 '-0" (1) LAYER %" GWB 2x FIREBLOCKING (TYP) — ASSEMBLY R1 PER SECTION ASSEMBLY W3 PER SECTION—rlj_t_ 1 TYP. MECHANICAL P SCALE: 1 " = 1 '-0" BLOCKING PER STRUC'L RUN P.T. SILL CONTINUOUS OVER SCUPPER. WRAP W/ METAL BRAKE SHAPE. DECKING PER OWNER P.T. SLEEPERS RIPPED TO SLOPE (1 2" MIN.) W/ VYCOR MEMBRANE PROTECTION TPO ROOFING OUTRIGGER PER STRUC'L INSTALL TPO ROOFING ON TOP OF PARAPET AND WRAP DOWN SIDES 2x FRAMING SHEATHING WRAP TPO ROOFING UP PARAPET �\ WALL -MOUNTED MINI -SPLIT EXTERIOR UNIT MINI -SPLIT BRACKET PER MFR TPO ROOFING PER PLAN FIRE -RETARDANT -TREATED SHEATHING PER STRUC'L (Y32" PLYWOOD) FOR 48" EACH SIDE OF PARTY WALL ARAPET TOP -MOUNT METAL GUARDRAIL PER 10/A5.5 SCUPPER OPENING PER PLAN 1x WOOD TRIM 1 x WOOD FASCIA METAL DRIP EDGE FLASHING FLEXIBLE FLASHING ICE + WATER SHIELD SLOPE PER PLAN M - — 2„ — — V-2" V-8" ASSEMBLY R1 FIBER CEMENT SOFFIT PER SECTION PER ELEVATION ASSEMBLYWI DECORATIVE CORBEL PER SECTION PAINT TO MATCH SOFFIT \ TYP. EAVE AND CORBEL SCALE: 1 " = 1 '-0" METAL DRIP EDGE COUNTER FLASHING FLEXIBLE FLASHING 2" ROOF BOARD ICE + WATER SHIELD METAL DRIP EDGE FLASHING TPO ROOFING 6x12 TRIM --- - -- 6x6GUTTER RIM PER STRUC'L 7VN_T FIREBLOCKING WHE F- I" WALL BELOW IS FIRE -RATED SIDING PER ELEVATION L ASSEMBLY R1 INFILTRATION BARRIER PER SECTION ASSEMBLYWI PER SECTION ASSEMBLY F2 A PER SECTION 1 P FLEXIBLE FLASHING METAL FLASHING L SOFFIT PER ELEVATION INFILTRATION BARRIER SIDING PER ELEVATION WALL ASSEMBLY PER SECTION SOFFIT TO WALL TRANSITION SCALE: I" = 1 '-0" TYP. CORNICE CONDITION SCALE: 1 " = 1 '-0" WALL ASSEMBLY PER SECTION SIDING PER ELEVATION FULL DEPTH INSULATION R-30 MIN. WATER RESISTIVE BARRIER FLEXIBLE FLASHING METAL FLASHING WRAP WRB AROUND CORNER BEHIND FLASHING SOFFIT PER ELEVATION WALL TO SOFFIT TRANSITION SCALE: I" = 1 '-0" A NOTE: HANDRAIL ENDS SHALL RETURN TO THE WALL OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. 2 z"O x%" S.S. PLATE CONNECT WITH 2 BOLTS AND CINCH ANCHORS PER PLATE FASTENED TO WALL, MAX 3'-0" O.C. (TYP.) TYP. HANDRAIL SCALE: I" = 1 '-0" TOP-N ICE+V FLEXI E EE MET DRIP EDGE FLASHING 6x12 TRIM 6x6 GUTTER RIM PER STRUC'L FIREBLOCKING WHERE WAL BELOW IS FIRE -RATED IDING PER ELEVATION INFILTRATION BARRIER OWNSPOUT PER PLAN TYP. SCUPPER SCALE: 1 " = 1 '-0" 4"0 STEEL DOWNSPOUT CLEANOUT FINISHED GRADE 3%" x 4" RECT. TO 6" 0 ADAPTER 6"0 CONC% BEND TIGHTLINE TO BMP PER A1.4 SECTION A SECTION B NTINUOUS NRAP W/ CAPE. JG PER PLA BUILDING WALL STORM DRAIN WYE TYP. DOWNSPOUT CONNECTION SCALE: I" = 1 '-0" FINISHED FLOOR FAI TYP. STAIR SCALE: 1 " = 1 '-0" METAL RAIL SUPPORT SYSTEM BY OTHERS METAL INTERMEDIATE MEMBERS PER MFR SPACE[ SUCH THAT A 4" SPHERE WILL NOT FIT THROUGH CONNECTION PER STRUC'I BEAM AND JOIST PER STRUC'L TYP. BALCONY AND GUARDRAIL SCALE: I" = 1 '-0" EXTERIOR FLOOR SLAB NOTE: (WHERE OCCURS) EXTERIOR WALL NOT SHOWN FOR CLARITY 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 INTERIOR SLAB F3 6" MIN. �\ O Oo (WHERE OCCURS) FOOTING D WALL PER STRUC'L M TYP. FOOTING DRAIN SCALE: 1 " = 1 '-0" CITIZEN EIGN NI7s REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON Z O 0 W Ln Z Lu O Z) Z Q Q= H = Z W �i 0 z o W Z •o City of EDMONDS Permit March 30, 2022 BUILDING C Intake Rev. 04/22/2022 \ Revision 2 04/25/2023 Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY DETAILS SCALE: AS NOTED A503 INFILTRATION BARRIER SIDING PER ELEVATION FLEXIBLE FLASHING 1x4TRIM PER ELEVATION METAL FLASHING TYPICAL WINDOW HEADER SCALE: 3" = V-0" TYPICAL WINDOW JAMB. SCALE: 3" = V-0" 1x4 TRIM PER ELEVATION FLEXIBLE FLASHING INFILTRATION BARRIER SIDING PER ELEVATION TYPICAL WINDOW SILL SCALE: 3" = V-0" R-10 MIN. RIGID INSULATION HEADER PER STRUCTURAL %" GWB BACKER ROD AND SEALANT WINDOW PER PLAN WINDOW PER PLAN 1x4TRIM PER ELEVATION FLEXIBLE FLASHING INFILTRATION BARRIER SIDING PER ELEVATION FLEXIBLE FLASHING z" GWB WINDOWSILL WINDOW PER PLAN SEALANT FLEXIBLE FLASHING WINDOW PER PLAN BACKER ROD AND SEALANT SILL PAN W/ INTERIOR VERTICAL FLANGE 1x4TRIM PER ELEVATION FLUSH HEADER PER STRUCTURAL SIDING PER ELEVATION INFILTRATION BARRIER FLEXIBLE FLASHING INFILTRATION BARRIER 1x4 TRIM PER ELEVATION SHEET METAL HEAD FLASHING (EXTEND 1%" ABOVE WINDOW FLANGE. ATTACH W/ CORROSION RESISTANT FASTENERS AT TOP EDGE OF FLASHING ONLY.) WINDOW PER PLAN ANU SLALAN I FLUSH SILL AND HEADER SCALE: 3" = V-0" '1x4TRIM PER ELEVATION HARDIE OUTSIDE CORNER SCALE: 3" = V-0" FINISH PER OWNER WOOD SILL z" GWB 0 FA� PLASTER SIDING PER ELEVATION WIRE MESH LATH CEMENT BACKER BOARD FLEXIBLE FLASHING INFILTRATION BARRIER SHEET METAL FLASHING SHEET METAL DRIP EDGE FLASHING 1/2" MIN. J 1 1/2" MIN. SLOPE / 2% \<//\ /\ LOW CLEARANCE SIDING BASE SCALE: 3" = V-0" PLASTI-GRIP PMF ANCHOR OR APPROVED EQUAL, SPACING PER MFR'S REC'S. 2x2 P.T. EMBED %" GWB RATED FOR WET LOCATIONS ER ELEVATION TION BARRIER FLASHING ETAL FLASHING zI LTRATI O N AROUND U LATI O N FLASHING ICONCRETE ATHING ER ELEVATION ULATION RETAINING WALL SIDING BASE SCALE: 3" = V-0" FINISH PER OWNER TYP. SIDING BASE SCALE: 3" = V-0" PLASTER SIDING PER ELEVATION WIRE MESH LATH CEMENT BACKER BOARD INFILTRATION BARRIER SHEET METAL DRIP EDGE FLASHING SIDING PER EI INFILTRATION FLEXIBLE F SHEET METAL F DECKING PER ASS'Y D1 RIM JOIST PER STRUC'L CONNECTION PER STRUC'L BOLT -ON BALCONY BY OTHERS BACKER ROD AND SEALANT BLOCKING AS NECESSARY DECK CONNECTION SCALE: 3" = V-0" METAL DECKING PER ASS'Y D1 RIM JOIST PER STRUC'L CONNECTION PER STRUC'L BOLT -ON BALCONY BY OTHERS BACKER ROD AND SEALANT BLOCKING AS NECESSARY FL DOOR AT DECK SCALE: 3" = V-0" SWING DOOR SILL @ LANDING SCALE: 3" = V-0" RIM 4TION :R JOINT CITIZEN EIGN N11976 REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w a Ln � Z O 0 W Z Lu O Z a Z W LO L) �o W z •o City of EDMONDS Permit March 30, 2022 BUILDING C AIntake Rev. 04/22/2022 Revision 2 04/25/2023 223 Revision 3 08/31 /2023 333 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY DETAILS SCALE: AS NOTED A504 NOTES: 1. SHIP LADDER SHALL BE "ALUMINUM SHIP STAIRS" AS MANUFACTURED BY PRECISION LADDER OR APPROVED EQUAL. 2. HATCH SHALL BE "ALUMINUM ROOF HATCH" MANUFACTURED BY PRECISION LADDER OR APPROVED EQUAL. 3. ROOF ACCESS SAFETY RAILING PER DETAIL 10/A5.5 RAILING NOT SHOWN FOR CLARITY. ROOF ACCESS , _51 SAFETY RAILING NOT r SHOWN FOR CLARITY ROOF HATCH PER SHEET X/AX.X SHEET METAL FLASHING FLEXIBLE FLASHING TPO ROOF MEMBRANE INSTALL (1) LAYER %" TYPE X GWB NOTE: CLEAR HEAD HEIGHT AT WALKLINE SHALL BE 6'-8" MIN. PER 1/A4.2 HANDRAIL NOTES: 1. HANDRAILS SHALL BE PROVIDED ON BOTH SIDES OF THE SHIP LADDER AND SHALL BE BETWEEN 30" AND 34" ABOVE EACH TREAD. 2. HANDRAILS SHALL BE CONTINUOUS FOR THE ENTIRE SHIP LADDER AND TERMINATE ABOVE THE TOP AND BOTTOM RISER. TYPICAL ROOF (R1) TPO ROOF MEMBRANE - MIN. CLASS C RATED ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-21 MIN. SPRAY FOAM INSULATION (3" SPF OR EQUAL) R-21 MIN. BATT INSULATION (5 z" DEPTH) 8%" MIN. 9%" RISER HEIGHT PER MFR 1 %" 0 HANDRAIL 5%" STEP DEPTH PER MFR ROOF ACCESS HATCH AND LADDER SCALE: 1 /2" = 1 '-0" FLEXIBLE FLASHING METAL DRIP EDGE FLASHING 1 x6 TRIM 2x FIREBLOCKING RIM JOIST PER STRUC'L SIDING PER ELEVATION INFILTRATION BARRIER FIRE -RATED SHEATHING INSTALLED PER MFR REC'S. (LP FLAMEBLOCK OR APPROVED EQUAL) 2 1 -HR ZERO-EAVE ROOF CONDITION A5.5 SCALE: 3" = 1'-0" FIRE LANE SIGNS TO BE METAL CONSTRUCTION 2" HIGH (MIN.) RED TEXT REFLECTIVE WHITE FIELD 2" HIGH (MIN.) RED TEXT 1" HIGH (MIN.) RED TEXT RED DIRECTIONAL ARROW WHERE REQUIRED IRE LANE ARKING OW AWAY ZONE TYP. FIRE LANE SIGN SCALE: NTS METAL RAIL SUPPORT SYSTEM BY OTHERS METAL INTERMEDIATE MEMBERS PER MFR SPACED SUCH THAT A 4" SPHERE WILL NOT FIT THROUGH BASE CONNECTION PER MFR DRIP EDGE SHEET METAL FLASHING 1 x TRIM 2x TRIM RIM PER STRUC'L FIREBLOCKING WHERE WALL BELOW IS FIRE -RATED WALL ASSEMBLY PER SECTION METAL GUARDRAIL SCALE: I" = 1 '-0" , LD RS :URS) %" TYPE X GWB ABOVE AND BELOW FLOOR R-21 MIN. BATT INSULATION 2x FIREBLOCKING RIM JOIST PER STRUC'L SIDING PER ELEVATION INFILTRATION BARRIER FIRE -RATED SHEATHING INSTALLED PER MFR REC'S. (LP FLAMEBLOCK OR APPROVED EQUAL) 1-HR EXTERIOR WALL (W2) SCALE: 3" = 1'-0" %" TYPE X GWB FINISH FLOOR 2x FIREBLOCKING :71 VU 111111L7 FIRE -RATED SHEATHING INSTALLED PER MFR REC'S. (LP FLAMEBLOCK OR APPROVED EQUAL) %" GWB CEILING %" TYPE X GWB RESILIENT CHANNEL (7-� 2 - H R PARTY WA A5.5 SCALE: 3" = 1'-0" A FLOOR SHEATHING 2x FIREBLOCKING RIM JOIST PER STRUC'L (2) LAYERS %" TYPE X GWB SOFFIT PER ELEVATION LL (W3) 1-HR SOFFIT (C2) SCALE: 3" = 1'-0" 0 RFF. UL V340 4DD'L REQ'S U350 4 'AN B L REQ'S / 'S TYP. SIDES FC5406 L REQ'S 5.3 FOR JTS IN 4ON 1x4 TRIM PER ELEVATION 1x4 TRIM PER ELEVATION RIM JOIST PER STRUC'L SIDING PER ELEVATION INFILTRATION BARRIER TYPICAL BELLY BAND TRIM SCALE: 3" = 1'-0" SIDING PER ELEVATION INFILTRATION BARRIER 1x4 TRIM PER ELEVATION 2x6 TRIM PER ELEVATION BACKER ROD AND SEALANT CEMENT BACKER BOARD BRICK VENEER SIDING PER ELEVATION TYP. BRICK TO HARDIE TRANSITION SCALE: 3" = 1'-0" TRUC'L SIDING PER ELEVATION P.T. MUD SILL PER STRUC'L INFILTRATION BARRIER 1 x4 TRIM PER ELEVATION 2x6 TRIM PER ELEVATION BACKER ROD AND SEALANT BRICK VENEER SIDING PER ELEVATION BRICK TRANSITION AT CONCRETE SCALE: 3" = 1'-0" CITIZEN DESIGN NI7s REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON w a Z O 0 W 0 Z 1= W O Z) Z a H = z LLI LO L) o W z •o City of EDMONDS Permit March 30, 2022 BUILDING C 1� Intake Rev. 04/22/2022 L� Revision 2 04/25/2023 Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY DETAILS SCALE: AS NOTED A505 WINDOW TYPES WIDTH A: FIXED WIDTH C: CASEMENT BUILDING C WINDOW SCHEDULE L2 WIDTH HEIGHT HEADER TYPE FRAME GLAZING U-VALUE NOTES C 11 5'-0" 6'-6" 7'-0" FIBERGLASS IGU 0.28 C 22 5'-0" 6'-6" 7'-0" FIBERGLASS IGU 0.28 C 33 5'-0" 6'-6" 7'-0" FIBERGLASS IGU 0.28 C 44 5'-0" 6'-6" 7'-0" FIBERGLASS IGU 0.28 C 55 5'-0" 6'-6" 7'-0" FIBERGLASS IGU 0.28 C 66 3'-0" 6'-0" 7'-6" FIBERGLASS IGU 0.28 C 77 5'-0" 6'-6" 7'-0" FIBERGLASS IGU 0.28 C 88 3'-0" 6'-0" 7'-6" FIBERGLASS IGU 0.28 C 99 5'-0" 6'-6" 7'-0" FIBERGLASS IGU 0.28 C 5'-0" 6'-6" 7'-0" FIBERGLASS IGU 0.28 C 3'-0" 6'-0" 7'-6" FIBERGLASS IGU 0.28 L3 WIDTH HEIGHT HEADER TYPE FRAME GLAZING U-VALUE NOTES C-12 5'-0" 5'-0" 6'-6" FIBERGLASS IGU 0.28 C-13 5'-0" 5'-0" 6'-6" FIBERGLASS IGU 0.28 C 114 5'-0" 5'-0" 6'-6" FIBERGLASS IGU 0.28 C-15 5'-0" 5'-0" 6'-6" FIBERGLASS IGU 0.28 C-16 5'-0" 5'-0" 6'-6" FIBERGLASS IGU 0.28 C-17 5'-0" 5'-0" 6'-6" FIBERGLASS IGU 0.28 C-18 5'-0" 5'-0" 6'-6" FIBERGLASS IGU 0.28 C 5'-0" 5'-0" 6'-6" FIBERGLASS IGU 0.28 C 8'-0" 6-0" 7'-6" FIBERGLASS IGU 0.28 C 221 8'-0" 6'-0" 7'-6" FIBERGLASS IGU 0.28 C 8'-0" 6'-0" 7'-6" FIBERGLASS IGU 0.28 C 223 8'-0" 6-0" 7'-6" FIBERGLASS IGU 0.28 C 224 8'-0" 6-0" 7'-6" FIBERGLASS IGU 0.28 C 8'-0" 6-0" 7'-6" FIBERGLASS IGU 0.28 C 8'-0" 6-0" 7'-6" FIBERGLASS IGU 0.28 C 8'-0" 6'-0" 7'-6" FIBERGLASS IGU 0.28 WINDOW NOTES 1. SAFETY GLAZING SHALL BE PROVIDED PER IRC R380.4 2. ALL WINDOWS SHALL HAVE A MAXIMUM U-VALUE OF 0.30 AND A MAXIMUM SHGC OF 0.30. 3. UNLESS NOTED OTHERWISE, ALL WINDOWS SHALL BE ANDERSON 100 SERIES LOW-E FULL DIVIDED LITE (AND-N-84-01053-00001). SUCH WINDOWS HAVE A U-VALUE OF 0.28, AN SHGC OF 0.26 AND A VT OF 0.43 AS CERTIFIED BY NFRC. 4. IF ALTERNATE FENESTRATION PRODUCTS ARE PROPOSED, THE PROPOSED ALTERNATE SHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO START OF CONSTRUCTION. 5. OPERABLE WINDOWS WITH SILLS LOCATED LESS THAN 36" ABOVE FINISH FLOOR AND MORE THAN 72" ABOVE FINISHED GRADE SHALL BE PROVIDED WITH FALL PREVENTION DEVICES A COMPLYING WITH ASTM F2006 AND IRC R312.2.2. ALL NEW WINDOWS SHALL BE EQUIPPED WITH TRICKLE VENTS TO PROVIDE OUTSIDE AIR INTAKE. 7. ALL GLAZING SHALL BE TRANSPARENT. BUILDING C DOOR SCHEDULE Ll WIDTH HEIGHT TYPE RATING FRAME U-VALUE NOTES C-A 3'-0" 8'-0" ENTRY 0.37 C-B 3'-0" 8'-0" ENTRY 0.37 C-C 3'-0" 8'-0" ENTRY 0.37 C-D 8'-0" 7'-0" GARAGE N/A C-E 8'-0" 7'-0" GARAGE N/A C-F 8'-0" 7'-0" GARAGE N/A C-G 8'-0" 7'-0" GARAGE N/A C-H 8'-0" 7'-0" GARAGE N/A C-I 8'-0" 7'-0" GARAGE N/A C-J 8'-0" 7'-0" GARAGE N/A C-K 8'-0" 7'-0" GARAGE N/A L2 WIDTH HEIGHT TYPE RATING FRAME U-VALUE NOTES C-L 3'-0" 8'-0" ENTRY 0.37 CM 3'-0" 8'-0" ENTRY 0.37 C-N 3'-0" 8'-0" ENTRY 0.37 C-0 3'-0" 8'-0" ENTRY 0.37 C-P 3'-0" 8'-0" ENTRY 0.37 C-Q 10'-0" 8'-0" SLIDER 0.30 C-R 10'-0" 8'-0" SLIDER 0.30 C-S 10'-0" 8'-0" SLIDER 0.30 C-T 10'-0" 8'-0" SLIDER 0.30 C-U 10'-0" 8'-0" SLIDER 0.30 C-V 10'-0" 8'-0" SLIDER 0.30 C� 10'-0" 8'-0" SLIDER 0.30 64 10'-0" 8'-0" SLIDER 0.30 DOOR NOTES 1. ALL EXIT DOORS SHALL BE OPENABLE FROM THE INSIDE/EGRESS SIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT, IRC 311.2. 2. DWELLING PATIO DOORS SHALL BE ANDERSEN 100 SERIES "LOW-E" PRODUCTS WITH 3.1 MM TEMPERED GLAZING. SUCH DOORS HAVE A U-VALUE OF 0.30 AND AN SHGC OF 0.32 AS CERTIFIED BY NFRC. 3. EXTERIOR GLAZED DOORS SHALL BE ANDERSON A -SERIES DOORS "LOW-E4 SMARTSUN". SUCH DOORS HAVE A U-VALUE OF 0.29 AND AN SHGC OF 0.25 AS CERTIFIED BY NFRC. 4. ALL GLAZING IN DOORS SHALL BE SAFETY GLAZING PER IRC R308.4.1. 5. 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%" THICK, OR 20-MINUTE FIRE -RATED DOORS, EQUIPPED WITH A SELF CLOSING DEVICE. TYPE + HARDWARE GROUP: DWELLING ENTRY: SINGLE -MOTION LEVER WlPASSAGE LOCKSET, DEADBOLT WlINT THUMBTURN NOTES: PROVIDE SELF -CLOSING HINGES, HARNEY HARDWARE HH2O6026D OR APPROVED EQUAL (NOT A CLOSER FOR THE PURPOSES OF SPECIFYING DOOR MANEUVERING CLEARANCE PER FEDERAL ACCESS BOARD) CITIZEN ESIGM 11976 REGISTERED ARCHITECT BRYAN S. RIDLEY STATE OF WASHINGTON City of EDMONDS Permit March 30, 2022 BUILDING C AIntake Rev. 04/22/2022 ARevision 2 04/25/2023 A Revision 3 08/31/2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY BUILDING C SCHEDULES SCALE: AS NOTED A701