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APPROVED BLD FIR PLN RESUB3 BLD2022-0923+Architectural_Plan+8.31.2023_5.30.34_PM+3759915City Of Edmonds Building Department Work 3 ATTACHED SFR- LIVE/WORK UNITS Address 614 5TH VE S Owner PINE PARK --------------------- Approved Date 9/13/2023 ------------------------ Building Official Permit Number BLD2022-0923 THESE PLANS BLD2022-0921 COVER ALL BLD2022-0922 THESE PERMITS BLD2022-0923 REVISIONS DATL PAGES CHANGES REV1 REV2 REV3 REV4 REV5 'SPECIAL INSPECTION REPORTS REQUIRED 01 IFOR THIS PROJECT. PLEASE PROVIDE SI 'REPORTS UPON REQUEST OF CITY OF 1 EDMONDS BUILDING INSPECTOR: ill. Bolting in concrete/Epoxy 12. Structural steel/welding 1 ,3. structural observation by design professional 14. grading/soils ■5. pipe piles I APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE Separate permits, inspections, and approvals are required from L&I for ■ residential elevator installations. Approved D F M CM rrs �u rt South County Fire Date: 09/06/2023 09-06-2023 RESUB 3 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 BUILDINGS A AND B FACING 5TH AVE W. 4 INCH TOWNHOME NUMBER (EX. B-1) CHARACTERS WITH 1/2 INCH STROKE TO BE INSTALLED ON EACH TOWNHOME VISIBLE FROM BOTH THE WEST DRIVE ISLE AND 5TH AVE S IN CONTRASTING COLOR TO THE BACKGROUND. DFM BURT APPROVED BY PLANNING Sep 05 2023 @ AT LAM LAMINATE/LAMINATED CENTERLINE LAV LAVATORY R PROPERTY LINE LF LINEAR FEET 0 DIAMETER LOC LOCATION # POUND OR NUMBER LP LOW POINT (E) EXISTING LT LIGHT (N) NEW (X) DEMOLISH MAS MASONRY MAX MAXIMUM ABV ABOVE MB MACHINE BOLT ACC ACCESS MC MEDICINE CABINET ACOUS ACOUSTICAL MDO MEDIUM DENSITY OVERLAY AD AREA DRAIN MECH MECHANICAL ADJ ADJUSTABLE MEMB MEMBRANE AFF ABOVE FINISHED FLOOR MTL METAL AIB AIR INFILTRATION BARRIER MFR MANUFACTURER ALT ALTERNATE MIN MINIMUM ALUM ALUMINUM MIR MIRROR APPROX APPROXIMATE MISC MISCELLANEOUS ARCH ARCHITECTURAL MTD MOUNTED MTRL MATERIAL BD BOARD MUL MULLION BLKG BLOCKING BM BEAM N NORTH BO BOTTOM OF N/A NOT APPLICABLE BOT BOTTOM NIC NOT IN CONTRACT NO NUMBER CAB CABINET NOM NOMINAL CB CATCH BASIN NR NOISE REDUCTION CEM CEMENT NTS NOT TO SCALE CER CERAMIC CIP CAST -IN -PLACE OA OVERALL CJ CONTROL JOINT OC ON CENTER CLG CEILING OD OUTSIDE DIAMETER CLKG CAULKING OFF OFFICE CLO CLOSET OH OVERHEAD CLR CLEAR OPNG OPENING CMU CONCRETE MASONRY UNIT OPP OPPOSITE CNTR COUNTER COL COLUMN PERF PERFORATED CONC CONCRETE PERP PERPENDICULAR CONN CONNECTION PL PLATE CONT CONTINUOUS PLAM PLASTIC LAMINATE CT CERAMIC TILE PLAS PLASTER CPT CARPET/CARPETED PLYWD PLYWOOD CTR CENTER PNL PANEL PR PAIR DBL DOUBLE PRCST PRE -CAST DEMO DEMOLITION PT POINT DF DOUGLAS FIR PTO PAINTED DIA DIAMETER PTN PARTITION DIM DIMENSION DN DOWN R RISER DO DOOR OPENING RA RETURN AIR DR DOOR RAD RADIUS DS DOWN SPOUT RB RUBBER BASE DTL DETAIL RD ROOF DRAIN DW DISHWASHER REF REFERENCE DWG DRAWING REFR REFRIGERATOR REINF REINFORCED E EAST REM REMAINDER EA EACH REQ REQUIRED EL ELEVATION RESIL RESILIENT EF EXHAUST FAN REV REVISION/REVISED ELEC ELECTRICAL RGSTR REGISTER ELEV ELEVATOR RM ROOM ENCL ENCLOSURE RO ROUGH OPENING EQ EQUAL EQUIP EQUIPMENT S SOUTH EST ESTIMATE SAF SELF -ADHERED FLASHING EXIST EXISTING SAM SELF -ADHERED MEMBRANE EXP EXPANDED/EXPANSION SC SOLID CORE EXPO EXPOSED SO SMOKE DETECTOR EXT EXTERIOR SCHED SCHEDULE SECT SECTION FD FLOOR DRAIN SF SQUARE FEET FE FIRE EXTINGUISHER SG SAFETY GLASS FF FINISH FLOOR SH SHELF F-F FINISH TO FINISH SHT SHEET FIN FINISH SHT MTL SHEET METAL FLASH FLASHING SHTG SHEATHING FLR FLOOR/FLOOR OPENING SHWR SHOWER FLUOR FLUORESCENT SIM SIMILAR FOIC FURNISHED BY OWNER - SOG SLAB ON GRADE INSTALLED BY CONTRACTOR SPEC SPECIFICATION FOC FACE OF CONCRETE SI SQUARE INCHES FOM FACE OF MASONRY SS STAINLESS STEEL FOS FACE OF STUD STA STATION FOF FACE OF FINISH STD STANDARD FR FRAME STL STEEL FRPF FIREPROOF STOR STORAGE F/P FIREPLACE STRUC STRUCTURAL FT FOOT OR FEET SUSP SUSPENDED FURR FURRING SYM SYMBOL FUT FUTURE FW FULL WIDTH T TREAD TB TOWEL BAR GA GAUGE TC TOP OF CHORD GALV GALVANIZED TEL TELEPHONE GC GENERAL CONTRACTOR TER TERRAllO GL GLASS T+G TONGUE AND GROOVE GLAM GLUE -LAMINATED TG TEMPERED GLASS GR GRADE THK THICK GWB GYPSUM WALL BOARD TO TOP OF TOP TOP OF PAVEMENT HB HOSE BIB TOS TOP OF SLAB/STEEL HC HOLLOW CORE TPH TOILET PAPER HOLDER HDO HIGH DENSITY OVERLAY TYP TYPICAL HDR HEADER HDWD HARDWOOD UNO UNLESS NOTED OTHERWISE HDWR HARDWARE HEM HEMLOCK VB VAPOR BARRIER HM HOLLOW METAL VCT VINYL COMPOSITION TILE HORIZ HORIZONTAL VEN VENEER HP HIGH POINT VERT VERTICAL HR HOUR VT VINYL TILE HT HEIGHT HTF HAMMER TO FIT W WEST HVAC HEATING/VENTILATION/ WC WATER CLOSET AIR CONDITIONING WD WOOD HW HOT WATER WF WIDE FLANGE WG WIRED GLASS ID INSIDE DIAMETER WH WATER HEATER IN INCH WL WATER LINE INSUL INSULATION W/O WITHOUT INT INTERIOR WIN WINDOW WP WATERPROOF JB JUNCTION BOX WR WATER RESISTANT JF, JT JOINT FILLER, JOINT WSG WIRE SAFETY GLASS WT WEIGHT �TjVU1:19] WII: It] 1101W, III 111111]10[rl:1ft%ll11111241.1 2: INTERIOR ELEVATIONS 3: ASSEMBLY REFERENCE 4: WALL SECTIONS/ DETAIL REFERENCE :_11111VUI_1 9 VICINITY MAP 0 A0.0 OR SECTIONS 0 A0.0 W1 0 1 Ao.O o A0.0 I EVERETT J BELLEVUE I �l 0 US-2 aNTS aNTS Z!:Z811J*o1111]IN:"to] WA OWNER + GENERAL CONTRACTOR SEATTLE LUXURY HOMES P.O. BOX 1478 EDMONDS, WA 98020 LIC. NO.: SEATTLH822JB CONTACT: JOHNATHAN KURTH TEL: 206.380.9989 [r]�I�:�J_�»��a_�� 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 ENERGY CODE COMPLIANCE A0.3 ENERGY CODE COMPLIANCE A0.4 ENERGY CODE COMPLIANCE A0.5 ENERGY CODE COMPLIANCE A0.6 ZONING SITE PLAN A0.7 SITE SECTIONS + DIAGRAMS A1.1 ARCHITECTURAL SITE PLAN SITE SURVEY A2.1 FLOOR PLANS A2.2 FLOOR PLANS A2.3 FLOOR PLANS A2.4 ROOF PLANS A3.1 EXTERIOR ELEVATIONS A3.2 EXTERIOR 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 A5.4 DETAILS A6.1 ENLARGED FLOOR PLANS A7.1 SCHEDULES SCOPE OF WORK CONSTRUCT (3) LIVE/WORK TOWNHOUSES PER PLANS AND AS FOLLOWS • (3) LIVE/WORK TOWNHOUSES TO EACH CONTAIN 1735± SF AGLA, 500± SF WORK SUITE AND (2) COVERED, UNENCLOSED PARKING SPACES • 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 1/4OFTHE NE 1/4OFTHE NE 1/4 OF SEC 26, T 27N, R3E, 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 (I 7,160± SF) TOTAL ZONING: BD3 BUILDING INFORMATION PROPOSED STORIES: 3 PROPOSED OCCUPANCY: R-3 (TOWNHOUSE) 2 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 (THIS PERMIT) BUILDING B: BUILDING C: SITE IMPROVEMENTS: DEMOLITION: SUBDIVISION: DESIGN REVIEW: STRUCTURAL BLD2022-0923 BLD2022-1104 BLD2022-0412 BLD2022-0694 BLD2022-1612 BLD2022-1614 PLN2021-0072 PLN2020-0053 S1.0 GENERAL STRUCTURAL NOTES S2.0 BUILDING A FOUNDATION PLAN S2.1 BUILDING A MAIN FLOOR FRAMING PLAN S2.2 BUILDING A UPPER FLOOR FRAMING PLAN S2.3 BUILDING A 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 LANDSCAPE (UNDER SEPARATE PERMIT) L1 LANDSCAPE PLAN L2 LANDSCAPE DETAILS 1-1 SCHEMATIC IRRIGATION PLAN 1-2 IRRIGATION DETAILS DOCUMENTS STRUCTURAL CALCULATIONS CITIZEN DESIGN w a z �O O 0 w Ln z w O Z) z < Q= H = to z W ii L) �o Lu z •o City of EDMONDS Permit July 12, 2022 BUILDING 1L Revision 1 11 /28/2022 Revision 2 04/25/2023 ARevision 3 08/31 /2023 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 M1507.3.3. THE SYSTEM SHALL BE DESIGNED TO OPERATE AUTOMATICALLY BASED ON THE TYPE OF CONTROL TIMER INSTALLED. THE SYSTEM SHALL OPERATE AT LEAST ONE HOUR OUT OF EVERY FOUR. THE SYSTEM SHALL HAVE A MANUAL CONTROL AND AUTOMATIC CONTROL, SUCH AS A 24-HOUR CLOCK TIMER. AT THE TIME OF FINAL INSPECTION, THE AUTOMATIC CONTROL SHALL BE SET TO OPERATE ACCORDING TO THE SCHEDULE USED TO CALCULATE THE WHOLE HOUSE FAN SIZING. A LABEL SHALL BE AFFIXED TO THE CONTROLS THAT READS "WHOLE HOUSE VENTILATION (SEE OPERATING INSTRUCTIONS)." M1507.3.2.1 OPERATING INSTRUCTIONS INSTALLERS SHALL PROVIDE THE MANUFACTURER'S INSTALLATION, OPERATING INSTRUCTIONS, AND A WHOLE -HOUSE VENTILATION SYSTEM OPERATION DESCRIPTION. M1507.3.3 MECHANICAL VENTILATION RATE. THE WHOLE HOUSE MECHANICAL VENTILATION SYSTEM SHALL PROVIDE OUTDOOR AIR TO EACH HABITABLE SPACE AT A CONTINUOUS RATE OF NOT LESS THAN THAT DETERMINED IN ACCORDANCE WITH TABLE M1507.3.3(1). TABLE M1507.3.3(1) - MINIMUM VENTILATION RATES (CONTINUOUSLY OPERATING SYSTEMS) SQ FT 0-1 BEDROOMS 2-3 4-5 6-7 7+ <1500 30 45 60 75 90 1501-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 >7501 105 120 135 150 165 M1507.3.3 INTERMITTENTLY OPERATING VENTILATION SYSTEMS. THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM IS PERMITTED TO OPERATE INTERMITTENTLY WHERE THE SYSTEM HAS CONTROLS THAT ENABLE OPERATION FOR NOT LESS THAN 25% OF EACH 4-HOUR SEGMENT AND THE VENTILATION RATE PRESCRIBED IN TABLE M1507.3.30) IS MULTIPLIED BY THE FACTOR DETERMINED IN ACCORDANCE WITH TABLE M1507.3.3(2). TABLE M1507.3.3(2) - VENTILATION RATE FACTORS (INTERMITTENTLY OPERATING SYSTEM) RUN TIME (4HR SEGMENT) 25% 33% 50% 66% 75% 100% FACTOR 4 3 2 1.5 1.3 1.0 VENTILATION CALC IF RUN CONTINUOUSLY: 60 CFM IF RUN INTERMITTENTLY: 25%: 240 CFM, 33%: 180 CFM, 50%: 120 CFM, 66%: 90 CFM, 75%: 78 CFM PREFERRED WHOLE -HOUSE VENTILATION OPTION: M1507.3.4 WHOLE -HOUSE VENTILATION WITH EXHAUST FANS. THIS SECTION ESTABLISHES MINIMUM PRESCRIPTIVE REQUIREMENTS FOR INTERMITTENT WHOLE HOUSE VENTILATION SYSTEMS WITH EXHAUST FANS. A SYSTEM WHICH MEETS ALL THE REQUIREMENTS OF THIS SECTION SHALL BE DEEMED TO SATISFY THE REQUIREMENTS FOR A WHOLE HOUSE VENTILATION SYSTEM. CONTINUOUSLY OPERATING EXHAUST FAN WHOLE -HOUSE SYSTEMS SHALL PROVIDE OUTDOOR AIR AT THE FOLLOWING RATES CALCULATED USING TABLES M1507.3.30) AND M1507.3.3(2): 60 CFM (CONTINUOUS) INTERMITTENTLY OPERATING EXHAUST FAN WHOLE -HOUSE SYSTEMS SHALL PROVIDE OUTDOOR AIR AT THE FOLLOWING RATES CALCULATED USING THE FACTOR TABLE (M1507.3.3(2)): I EACH UNIT: 240 CFM (25%). 180 CFM (33%). 120 CFM (50%). 90 CFM (66%). 78 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: 6.0 CREDITS FOR MEDIUM DWELLING UNIT. THE FOLLOWING CREDITS ARE PURSUED: FUEL NORMALIZATION OPTION 2: DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM (1.0 CREDIT) OPTION 1.3: EFFICIENT BUILDING ENVELOPE (0.5 CREDIT) OPTION 2.1: REDUCED AIR LEAKAGE AND EFFICIENT VENTILATION (0.5 CREDIT) OPTION 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDIT) OPTION 5.5: ELECTRIC HEAT PUMP (2.0 CREDITS) INSULATION AND FENESTRATION REQUIREMENTS BY COMPONENT PER 2015 WSEC TABLE R402.1.1 AND CREDIT I FLOORS R-38 CEILINGS (VAULTED) R-38 CEILINGS R-49 (R-38 ADV.) EXTERIOR WALLS (FRAMED 16" O.C.) R-21 BELOW GRADE WALLS, INT. INSUL. R-21 + R-5 C.I. SLAB ON AND BELOW GRADE R-10 PERIMETER T.B. AND UNDER ENTIRE SLAB GLAZING - VERTICAL U-0.28 MAX. GLAZING - OVERHEAD U-0.50 MAX. GLAZING AREA UNLIMITED DOORS* 0.30 MAX w/ 1 EXEMPT DUCT INSULATION R-8 HOT WATER PIPE R-4 WINDOW AND DOOR HEADERS R-10 *EXTERIOR DOORS ARE TO BE 1-3/4" SOLID CORE WITH FULL WEATHER STRIP AND TRESHOLD. ALL GLAZING IN EXTERIOR DOORS IS TO BE DOUBLE GLAZED WITH SAFETY GLASS. 5. CREDIT OPTION 2.1: REDUCE THE TESTED AIR LEAKAGE TO 2 AIR CHANGES PER HOUR MAX. VENTILATION TO BE PROVIDED BY HIGH EFFICIENCY FANS (0.35W / CFM). VENTILATION FANS SHALL BE "WHISPERWARM DC" AS MFR'D BY PANASONIC (0.11 W / CFM) OR APPROVED EQUAL. 6. CREDIT OPTION 3.6: DUCTLESS SPLIT SYSTEM HEAT PUMPS WITH NO ELECTRIC RESISTANCE HEATING. SPLIT HEAT PUMP SYSTEMS SHALL BE DESIGN -BUILD. 7. AN ALTERNATIVE HEATING SOURCE SIZED AT 0.5 WATTS / SF OR 500W, WHICHEVER IS LARGER, MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 FOOTNOTE 2. 8. CREDIT OPTION 5.5: WATER HEATING SYSTEM SHALL BE A HEAT PUMP WATER HEATER COMPLYING WITH TIER 3 OF NEEA'S ADVANCED WATER HEATING SPECIFICATION. WATER HEATER SHALL BE PRESTIGE PROPH50-T2-RH350-DCB AS MFR'D BY RHEEM OR APPROVED EQUAL. 9. SLAB ON GRADE FLOORS SHALL HAVE R-10 RIGID INSULATION UNDER THE ENTIRE SLAB WITH AN R-5 TAPERED THERMAL BREAK AT ALL SLAB EDGES. 10. GLAZING AREA ALLOWED IS UNLIMITED, GROUP R-3 ONLY. ALL EXTERIOR GLAZING SHALL BE DOUBLE GLAZED (MIN.). 11. ALL FURTHER CALCULATIONS ARE TO BE PROVIDED BY THE MECHANICAL CONTRACTOR PRIOR TO APPLYING FOR A MECHANICAL PERMIT. 12. HEATING DESIGN TEMPERATURES: (PER WA STATE ENERGY CODE) HEATING: 70 DEGREES INSIDE AND 24 DEGREES OUTSIDE. 13. PROVIDE DUCT INSULATION AS REQUIRED BY WSEC R403.2.1. 14. SOURCE SPECIFIC VENTILATION. VENTILATION (EXHAUST) SHALL BE PROVIDED IN BATHROOMS, KITCHENS, LAUNDRY ROOMS, POOL ROOMS AS WELL AS IN OTHER ROOMS WHERE EXCESS WATER VAPOR OR COOKING ODOR ARE PRODUCED, AS REQUIRED BY THE 2018 IRC, CH.15. PER TABLE M1507.4. A WHOLE HOUSE VENTILATION SYSTEM SHALL BE INSTALLED OF EITHER INTERMITTENT OR CONTINUOUS OPERATION AS REQUIRED BY THE 2018 IRC, CH.15. 15. 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. 16. 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. 17. 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) 18. 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) 19. A BAFFLE SHALL BE INSTALLED ADJACENT TO SOFFIT AND EAVE VENTS FOR AIR PERMEABLE INSULATIONS IN VENTED ATTICS. (WSEC R402.2.3) 20. 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) 21. 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) 22. EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE PER 2018 WSEC 403.1. 23. MINIMUM 75% OF ALL INTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES. 24. ALL EXTERIOR LIGHTING SHALL BE HIGH EFFICACY LUMINAIRES. 25. 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. 26. 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 w a 0 V_ Z O 0 W Z W O Z) Z U j a Q= H = cf) Z W u L) o W Z •o City of EDMONDS Permit July 12, 2022 BUILDING 2L Revision 1 11 /28/2022 ZL 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 ARCHITECTURAL GENERAL NOTES SCALE: AS NOTED AOO PRESCRIPTIVE CHECKLIST (TYPICAL ALL UNITS) 2018 Washmgtiirt State f n, rqy Code Residerit� Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Verson 1 0 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Project ln/armation Contact Information Pura Park TOW owwes Buy"M A Ctaia Pontius • Citizen Deli n 14 116ft Avg & WA9WM370.9908 cIponliusocollabotdtiveco com Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the sae 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 budding permit drawings: Table R402.1 - Insulation and Fenestration Requirements by Component. Table R406.2 -Fuel Normalization Credits and 406 3 Lnergv Credits. Ca i711 IF 1 All dhnste Zones (Table AW3.1) 11-Value • 1U-Fietto►' Fenestration U-Factor ` n/a - s a 0.30 Wight U-Factor" 0.50 Glazed Fenestration SNGC ~' n/a IIJA Ceiling • 49 0.026 11056 0.029 _ Wood Frame Wall 21 hit Floor 30 Below Grade Wall 10/1S/21 Int + TB 0.042 Slab cif R-Value & Depth 10. 2 R 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 A101A shall not be less than the R-value specified in the table b The fenestration U-factor column excludes skylights. _ *10/15/22 +STB" means R-10 continuous insulation on the exterior of the wall, or 8,15 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 •5TB' shall be permitted to be met with R-13 cavity insulation on the inter or of the basement wall plus R-S continuous insulation on the interior or exterior of the wall. "5TB- R-S thermal break between floor slab and basement wall. _means d R-10 continuous invitation Is required under heated slab on grade floors See Swoon R402.2.9.1. for single rafter- or joist -vaulted ceilings, the Insulation may be reduced to R-39 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 RS03.1-L If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard KC 400, log walls shag meet the requirements for g climate zone S of ICC 400, Int lintermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on tenter, 78% of the wall cavity insulated and headers Insulated with a minimum of R-10 insulation. PrescirVm* Pan, Sngis Famrry 2016 Washington State Energy CodaH 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 o residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achleve 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 Dwell Ing Unit: 6 c r v d i tr All dwelling units that are not included in 41 or #3 3. large Dwelling Unit: 7 c►cdi; , Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1 5 credit, All other additions shall meet 1-3 above Before selecting your aedlts an this Summary table, review the detaft In Table 406.3 (Single Fam ily 1, on page 4 Summary of Table R406.2 dllaRMK Fuel Normalisation Dtlenptions Credits - select ONE User Notes c heating option 1 Combustion heating_ minimum NAECA• 0.0 O 2 Heat pump` 1.0 is 3 Electric resistance heat only - furnace or zonal -to O 4 5 DHP with zonal electric resistance per option 3.4 0.5 O -1 0 0- Credits - select ONE energy option from each tat 0.5 O lA O 0.5 O AM other heating systems Energy Energy Credit Option Descriptions 1.1 Efficient Building Envelope Efficient Building Envelope Efficient Building Envelope 1.2 L3 1.4 Efficient Building Envelope lA O LS Efficient Budding Envelope Efficient Building Envelope 2A O 3.0 O 0.5 O 0.5 O IA O L6 L7 Efficient Budding Envelope Ll Ale leakage Control and Efficient Ventilation 22 Ale Leake a Control and Efficient Ventilation L3 Ak Leakage Control and Efficient Ventilation 1.5 O 2A Ale Leakage Control and Efficient ventilation 2.0 O LO O 3.P "VAC 332_ 3.31 High Efficiency HVAC High Efficient "VAC LO O O 1.5 3A High Efficiency "VAC Ls O 3_S High Efficiency HVAC Ht&h Efficiency HVAC CI1 LS O O 161 LO 4.1 11HIO Efficiency HVAC Distribution System OS 4.2 lHigh Efhcwncy HVAC Distribution System 1.0 O PnescrWva Path - Sangre Farrvty 201a Washington State Energy Code-R 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 (cant.) Energq Energy Credit Option Descriptions (cant.) Credits - select ONE energy option from User Notes each c ory 0.5 ❑ S.11 Efficient Water Heating Efficient Water Heating Efficient Water Heating 5.2 O.S 0 S.3 LO O S.4 Efficient Water Heating 15 O 5.5 Effictent Water Heating 2.0 S.6 Efficient Water Heating 2.S O 6,1• Renewable Electric Energy (3 credits max) LO 7.1 Appliance Package O.S treenf ibPdltt a o I Chin Fwm a. An alternative heating source sized at a maximum of 0.5 W/O (equivalent) of heated floor area or 500 W. whichever is bigger, may be installed in the dwelling unit b Egiipment listed in Table C403.3.2(4) or C403.3.2(S) 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 S-1 may be combined with options S.2 through S.6. See Table 406.3. e. 1-0 credit for each 1.200 kWh of electrical generation provided annually, up to 3 credits max See the complete Table R406 2 for all requirements and option descriptions f Use the single rad+obunon in the upper rgbt of the second column to deselect radobuttons in that Rraup PWM pilot 1 through 3 of this work~ for submission to yout building Of0dal. Prescnpcve Pam - Smom Fanny 2015 W ashir pion State Energy Code-R 3 LN ryov�'r< CITIZEN DESIGN w Q 0 0 V_ Z O %%O o W to Z W O Z) Z Q Z W t~n L) �o i W Z •o City of EDMONDS Permit July 12, 2022 BUILDING 2L Revision 1 11 /28/2022 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 ENERGY CODE COMPLIANCE SCALE: AS NOTED A002 UNIT Al HEAT LOSS CALCULATION 2021 Balderston Associates HeatCAD 314 First Ave S Seattle, WA 98104 Phone:425-243-7290 Email: Hello@baiderstonassociates.com Project Information Project #: Pine Park 614-A (North Unit) _2021-12-15 Name: Pine Park 614-Bldg A -North Unit Location: Edmonds, WA Notes: 3 Units of 14 (North Unit) Manual J Load Summary Total Heating: 19,015 Btu/hr Total Sensible: 11,200 Btu/hr Total Latent: 600 Btu/hr Outdoor Conditions Location: Everett, Paine AFB,Washington Elevation: 596' Latitude: 47 Heating Cooling Dry Bulb: 250 "F 76.0 *F Daily Range: Medium Wet Bulb: 64.0 'F Load Report Manual J8 Load Calculation Project #:Pine Park 614-A (North Unit) _2021-12-15 Indoor Conditions Heating Cooling Room Temp: 68 *F 78 "F Design Temp Diff: 43.0 *F -2.0 °F Humidity: 35 50 Moisture Diff (Grains): -1.3 Infiltration Ventilation Method: SimpilNum Occupants: 3 Stories: 3 Heating Cooling Construction: Tight Type: Heat Recovery Type: Heat Recovery Exposure Category: Three or Four Exposures ACH: 0.28 ACH: 0.26 Num Fireplaces: None Outside Air: 94 cfm Outside Air: 94 cfm Net Air Changes (Heat/Cool): 0.18 / 0.09 Sensible Eff: 50 % Sensible Eff: 50 % Net Flow (Heat/Cool): 59 cfm / 31 cfm Name:Pine Park 614-Bldg A -North Unit Project #:Pine Park 614-A (North Unit) _2021-12-15 Load Breakdown Name Heating Sensible Latent Windows* 2,780 4,135 Skylights* 0 0 Doors 3,447 721 Walls 5,123 951 Below Grade Walls 0 Ceilings 1,049 0 Floors 1,685 -46 Infiltration 2,754 -67 0 Internal 1,890 600 Other 0 Duct Loads 0 0 0 Ventilation 2,177 -101 0 Humidification 0 Piping Load 0 Radiant Back Loss 0 Blower Heat 0 AED* 3,719 Total 19,015 11,200 1 600 Total Area 2,130 ft2 2,254 ft2 *Average Load Procedure Heatina AT': 70.0 JSHR: 0.95 Coolino AT': 18.0 MJ8 Tons: 0.98 Est. Heating CFM2: 0 SaFt/Ton: 2292 Est. Coolina CFM': 581 CFM/SoFt: 0.26 Floorplan/Levels FFirst Floor 546 ft2 Total Heated Area: ' 2,130econd Floor 792 ft2 Total Cooled Area: 2,254 ftx hird Floor 792 ft2 (1) AT: Difference between supply air and return air (2) Estimated air Flow based on specified supply air AT Created Using HeatCAD 2021 (12/1512021) Length = If Area = ft2 Temperature ='F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hrft2) Rv = heft'-*F/btu Verelon21.0.0080 R (1) AT: Difference between supply air and return air (2) Estimated air Flow based on specified supply air AT 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 = Btuthr Unit Heat Loss = Btu/(heft') Rv = hr•ft2•°F/btu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Healed See end of report for important Notes and Disclaimers. Page 1 of See end of report for important Notes and Disclaimers. Name:Pine Park 614-Bldg A -North Unit Load Report Name:Pine Park 614-Bldg A -North Unit Project #:Pine Park 614-A (North Unit) _2021-12-15 Project #:Pine Park 614-A (North Unit) _2021-12-15 Constructions Walls Code Description U-Value Area Heating Cooling R-21, U0.056 0.056 415 993 0 R-21, U0.056 0.056 1,801 4,131 951 Doom Code Description U-Value Area Heating Cooling 0.37 Swing U-value - 0.37 Opaque Swing Doors 0.370 48 764 160 0.30 0.300 208 2,683 562 Floors Code Description U-Value Area Heating Cooling 22D-10p 22D - Vertical Board Insulation Covers Slab Edge, Turns Under the Slab and Extends Four Feet Horizontally, any Floor Cover 0.100 81'- to-'(P) 1,474 0 R-38p WSEC R-38 Floors 0.026 252 1 211 -46 Ceilings Code I Description U-Value Area Heating Cooling 1.75" x 7.25"LVL @12" oc Ceiling On Exposed Beams; R-38 Insulation; Roof Material: Membrane; Roof Color: Light; 0.029 965 1,049 0 Glazing Windows Code Description Exposure U-Value SHGC Area Heating Cooling 0.28 GL DR IGIIass Door, BlindsMedium45 (50%), 1', V above. E 0.28 0.25 40 482 716 0.28 GL DR IGlass Door, BlindsMedium45 (51 1', V above. W 0.28 0.25 17 201 298 0.28, 0.25SHGC 10.28, BlindsMedium45 (50%), 1% V above. E 0.28 0.25 174 2,098 3,120 AED O Average Load: 4,103 Btu/hr Peak Load: 9,053 Btu/hr Excursion Limit: 5,334 Btu/hr AED Load: 3,719 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 (12115/2021) (1) AT: Difference between supply air and return air (2) Estimated air Flow based on specified supply air AT Length = If Area = ft' Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = BtuMr Unit Heat Loss = Btu/(hr•ft2) Rv = hr•ft2•'F/btu Version:21.0.0080 R Length = If Area = ft' Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = BtuMr Unit Heat Loss = Btu/(hr•ft2) Rv = hr•ft2•*F/btu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated 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. Page 2 of 8 See end of report for important Notes and Disclaimers. Name: Pine Park 614-Bldg A -North Unit Load Report Name:Pine Park 614-Bldg A -North Unit Project #:Pine Park 614-A (North Unit) _2021-12-15 Project #:Pine Park 614-A (North Unit) _2021-12-15 Internal Loads Description Sensible Latent Default (1,200 Btuh) 1,200 0 3 Occupants: 690 600 Total 1,890 600 Load Report Name:Pine Park 614-Bldg A -North Unit Project #:Pine Park 614-A (North Unit) _2021-12-15 Load Report Mech Rm 25 78 YES 57 Primary Bath 89 78 YES 122 Primary Bed 222 78 NO 1,022 Pwdr 32 78 YES 53 Restroom 49 78 YES 41 Stair Hall 247 78 NO 1,129 Work Suite 497 78 NO 2,757 (Average Load Procedure) The sum of room loads may not equal the project total due to vanatlons 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 Created Using HeatCAD 2021 (12/15/2021) Created Using HeatCAD 2021 (12/1512021) Length = R Area = it' Temperature ='F Flowrate = USGPM Air Flow = cfm Heat Loss = Btulhr Unit Heat Loss = Btul(hrft2) Rv = hrft2-*F/btu Version:21.0.0080 R Version:21.0.0080 R 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. Page 7 of 8 Page 4 of 8 Load Report Name:Pine Park 614-Bldg A -North Unit Load Report Project #:Pine Park 614-A (North Unit) _2021-12-15 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. Created Using HeatCAD 2021 (12/15/2021) Version:21.0.0080 R Page 5 of 8 Load Report Heating Zones Zone Area Room Temp Total Load Zone 101 546 68 7,273 Zone 205 32 68 382 Zone 206 760 68 6,233 Zone 401 222 68 2,180 Zone 402 89 68 429 Zone 403 185 1 68 1,699 Zone 404 247 68 772 Zone 405 49 68 48 Heating Rooms Room Area Room Temp Total Load* Bath #1 49 68 48 Bed #1 185 68 1,699 Living Kitchen Dining 760 68 6,233 Primary Bath 89 68 429 Primary Bed 222 68 2,180 Pwdr 32 68 382 Restroom 49 68 58 Stair Hall 247 68 772 Work Suite 1 497 68 7,215 - The sum of room loads may not be equal to the project total due to additional system loads. Cooling Zones Zone I Area Room Temp AED Sensible Load C1 2,254 78 NO 11,302 (Average Load Procedure) Cooling Rooms Room Area Room Temp AED Sensible Load* Bath #1 49 78 YES 41 Bed #1 185 78 NO 2,484 Elevator 33 78 YES 28 Elevator 33 78 YES 22 Elevator 33 78 YES 22 Living Kitchen Dining 760 78 1 NO 1 4,266 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 report are 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. ("AVENIW) 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 = OF Flowrate = USGPM Air Flow =cfm Heat Loss = BhAr Unit Heat Loss = Btu/(hrft2) Rv = hrft2-*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 (12/15/2021) Version:21.0.0080 R Page 8 of 8 LN ry, W"K MINN-, CITIZEN DESIGN w a Z O 0 W Z W O Z Q H = Z W Il 0 O r_ W Z •o City of EDMONDS Permit July 12, 2022 BUILDING ARevision 1 11 /28/2022 23 Revision 2 04/25/2023 3 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 (1) AT: Difference between supply air and return air (2) Estimated air Flow based on specified supply air AT Created Using HeatCAD 2021 (12/15/2021) (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = ft Area = ft' Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = Btulhr Unit Heat Loss = Btu/(hr•ft2) Rv = hr•ft2•"F/btu Version:21.0.0080 R Length = If Area = 112 Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = BtuMr Unit Heat Loss = Btu/(hr•ft2) Rv = hr•ft2•*F/btu Head Loss = It water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated 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 3of8 See end of report for important Notes and Disclaimers. Created Using HeatCAD 2021 (12115/2021) Version:21.0.0080 R Page 6 of 8 A003 U N IT A2 H EAT LOSS CALCU LATI O N 2021 Balderston Associates HeatCAD 314 First Ave S Seattle, WA 98104 Phone:425-243-7290 Email: Hello@baiderstonassociates.com Project Information Project #: Pine Park 614-A (North Unit) _2021-12-15 Name: Pine Park 614-Bldg A -North Unit Location: Edmonds, WA Notes: 3 Units of 14 (North Unit) Manual J Load Summary Total Heating: 15,839 Btu/hr Total Sensible: 10,646 Btu/hr Total Latent: 600 Btu/hr Outdoor Conditions Location: Everett, Paine AFB,Washington Elevation: 596' Latitude: 47 Heating Cooling Dry Bulb: 250 "F 76.0 *F Daily Range: Medium Wet Bulb: 64.0 'F Load Report Manual J8 Load Calculation Project #:Pine Park 614-A (North Unit) _2021-12-15 Indoor Conditions Heating Cooling Room Temp: 68 *F 78 "F Design Temp Diff: 43.0 *F -2.0 °F Humidity: 35 50 Moisture Diff (Grains): -1.3 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: 0.28 ACH : 0.26 Num Fireplaces: None Outside Air: 93 cfm Outside Air: 93 cfm Net Air Changes (Heat/Cool): 0.18 / 0.09 Sensible Eff: 50 % Sensible Eff: 50 % Net Flow (Heat/Cool): 59 cfm / 31 cfm Name:Pine Park 614-Bldg A -North Unit Project #:Pine Park 614-A (North Unit) _2021-12-15 Load Breakdown Name Heating Sensible Latent Windows* 2,780 4,135 Skylights* 0 0 Doors 3,447 721 Walls 2,605 394 Below Grade Walls 0 Ceilings 1,036 0 Floors 1,091 -47 Infiltration 2,731 -67 0 Internal 1,890 600 Other 0 Duct Loads 0 0 0 Ventilation 2,148 -100 0 Humidification 0 Piping Load 0 Radiant Back Loss 0 Blower Heat 0 AED* 3,719 Total 15,839 10,646 600 Total Area 2,102 ft2 2,226 ft2 *Average Load Procedure Heatina AT': 70.0 JSHR: 0.95 Coolino AT': 18.0 MJ8 Tons: 0.94 Est. Heating CFM2: 0 SaFt/Ton: 2376 Est. Coolina CFM': 553 CFM/SoFt: 0.25 • Floorplan/Levels Frst Floor 538 ft2 Total Heated Area: ' 2,102 Second Floor 782 ft2 Total Cooled Area: 2,226 ft2 Third Floor 782 ft2 (1) AT: Difference between supply air and return air (2) Estimated air Flow based on specified supply air AT Created Using HeatCAD 2021 (12/1512021) Length = If Area = ft2 Temperature ='F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(hrft2) Rv = heft'-*F/btu Verelon21.0.0080 R (1) AT: Difference between supply air and return air (2) Estimated air Flow based on specified supply air AT 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 = Btuthr Unit Heat Loss = Btu/(heft') Rv = hr•ft2•°F/btu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Healed See end of report for important Notes and Disclaimers. Page 1 of See end of report for important Notes and Disclaimers. Name:Pine Park 614-Bldg A -North Unit Load Report Name:Pine Park 614-Bldg A -North Unit Project #:Pine Park 614-A (North Unit) _2021-12-15 Project #:Pine Park 614-A (North Unit) _2021-12-15 Constructions Walls Code Description U-Value Area Heating Cooling R-21, U0.056 0.056 415 993 0 R-21, U0.056 0.056 747 1,613 394 Doors Code Description U-Value Area Heating Cooling 0.37 Swing U-value - 0.37 Opaque Swing Doors 0.370 48 764 160 0.30 0.300 208 2,683 562 Floors Code Description U-Value Area Heating Cooling 22D-10p 22D - Vertical Board Insulation Covers Slab Edge, Turns Under the Slab and Extends Four Feet Horizontally, any Floor Cover 0.100 51'- 6" (P) 880 0 R-38p WSEC R-38 Floors 0.026 253 1 211 -47 Ceilings Code I Description U-Value Area Heating Cooling 1.75" x 7.25"LVL @12" oc Ceiling On Exposed Beams; R-38 Insulation; Roof Material: Membrane; Roof Color: Light; 0.029 955 1,036 0 Glazing Windows Code Description Exposure U-Value SHGC Area Heating Cooling 0.28 GL DR IGIIass Door, BlindsMedium45 (50%), 1', V above. E 0.28 0.25 40 482 716 0.28 GL DR IGlass Door, BlindsMedium45 (51 1', V above. W 0.28 1 0.25 17 201 298 0.28, 0.25SHGC 10.28, BlindsMedium45 (50%), 1% V above. E 0.28 1 0.25 174 2,098 3,120 AED O Average Load: 4,103 Btu/hr Peak Load: 9,053 Btu/hr Excursion Limit: 5,334 Btu/hr AED Load: 3,719 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 (12115/2021) (1) AT: Difference between supply air and return air (2) Estimated air Flow based on specified supply air AT Length = If Area = ft' Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = BtuMr Unit Heat Loss = Btu/(hr•ft2) Rv = hr•ft2•'F/btu Version:21.0.0080 R Length = If Area = ft' Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = BtuMr Unit Heat Loss = Btu/(hr•ft2) Rv = hr•ft2•*F/btu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated 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. Page 2 of 8 See end of report for important Notes and Disclaimers. Name: Pine Park 614-Bldg A -North Unit Load Report Name:Pine Park 614-Bldg A -North Unit Project #:Pine Park 614-A (North Unit) _2021-12-15 Project #:Pine Park 614-A (North Unit) _2021-12-15 Internal Loads Description Sensible Latent Default (1,200 Btuh) 1,200 0 3 Occupants: 690 600 Total 1,890 600 Load Report Name:Pine Park 614-Bldg A -North Unit Project #:Pine Park 614-A (North Unit) _2021-12-15 Load Report Mech Rm 25 78 YES 55 Primary Bath 86 78 YES 73 Primary Bed 219 78 NO 961 Pwdr 32 78 YES 52 Restroom 49 78 YES 42 Stair Hall 247 78 NO 1,129 Work Suite 489 78 1 NO 2,580 (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 Created Using HeatCAD 2021 (12/15/2021) Created Using HeatCAD 2021 (12/1512021) Length = R Area = it' Temperature ='F Flowrate = USGPM Air Flow = cfm Heat Loss = Btulhr Unit Heat Loss = Btul(hrft2) Rv = hrft2-*F/btu Version:21.0.0080 R Version:21.0.0080 R 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. Page 7 of 8 Page 4 of 8 Load Report Name:Pine Park 614-Bldg A -North Unit Load Report Project #:Pine Park 614-A (North Unit) _2021-12-15 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. Created Using HeatCAD 2021 (12/15/2021) Version:21.0.0080 R Page 5 of 8 Load Report Heating Zones Zone Area Room Temp Total Load Zone 101 538 68 5,927 Zone 205 32 68 440 Zone 206 750 68 5,253 Zone 401 219 68 1,976 Zone 402 86 1 68 84 Zone 403 181 1 68 1 1,248 Zone 404 247 68 864 Zone 405 49 68 47 Heating Rooms Room Area Room Temp Total Load* Bath #1 49 68 47 Bed #1 181 68 1,248 Living Kitchen Dining 750 68 5,253 Primary Bath 86 68 84 Primary Bed 219 68 1,976 Pwdr 32 68 440 Restroom 49 68 58 Stair Hall 247 68 864 Work Suite 1 489 68 5,869 - The sum of room loads may not be equal to the project total due to additional system loads. Cooling Zones Zone I Area I Room Temp AED Sensible Load C1 2,226 1 78 NO 10,746 (Average Load Procedure) Cooling Rooms Room Area Room Temp AED Sensible Load* Bath #1 49 78 YES 42 Bed #1 181 78 NO 2,402 Elevator 33 78 YES 28 Elevator 33 78 YES 22 Elevator 33 78 YES 22 Living Kitchen Dining 750 1 78 NO 4,077 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 report are 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. ("AVENIW) 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 = OF Flowrate = USGPM Air Flow =cfm Heat Loss = BhAr Unit Heat Loss = Btu/(hrft2) Rv = hrft2-*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 (12/15/2021) Version:21.0.0080 R Page 8 of 8 M1 0 0114I.A. W11r < CITIZEN DESIGN a Z O 0 W Z LLJ O Z LU � � Q H = Z W ~ Lr') OU - r- 3 LLJ Z o City of EDMONDS Permit July 12, 2022 BUILDING 1l Revision 1 11 /28/2022 ARevision 2 04/25/2023 33 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 (1) AT: Difference between supply air and return air (2) Estimated air Flow based on specified supply air AT Created Using HeatCAD 2021 (12/15/2021) (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = ft Area = ft' Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = Btulhr Unit Heat Loss = Btu/(hr•ft2) Rv = hr•ft2•"F/btu Version:21.0.0080 R Length = If Area = 112 Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = BtuMr Unit Heat Loss = Btu/(hr•ft2) Rv = hr•ft2•*F/btu Head Loss = It water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated 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 3of8 See end of report for important Notes and Disclaimers. Created Using HeatCAD 2021 (12115/2021) Version:21.0.0080 R Page 6 of 8 A004 U N IT A3 H EAT LOSS CALM LATI O N 2021 Balderston Associates HeatCAD 314 First Ave S Seattle, WA 98104 Phone:425-243-7290 Email: Hello@baiderstonassociates.com Project Information Project #: Pine Park 614-A (SouthUnit)_2021-12-15 Name: Pine Park 614-Bldg A South Unit Location: Edmonds, WA Notes: 3 Units of 14 South Unit Manual J Load Summary Total Heating: 18,146 Btu/hr Total Sensible: 11,045 Btu/hr Total Latent: 600 Btu/hr Outdoor Conditions Location: Everett, Paine AFB,Washington Elevation: 596' Latitude: 47 Heating Cooling Dry Bulb: 250 "F 76.0 *F Daily Range: Medium Wet Bulb: 64.0 'F Load Report Manual J8 Load Calculation Project #:Pine Park 614-A (South Unit)_2021-12-15 Indoor Conditions Heating Cooling Room Temp: 68 *F 78 "F Design Temp Diff: 43.0 *F -2.0 °F Humidity: 35 50 Moisture Diff (Grains): -1.3 Infiltration Ventilation Method: Simple Num Occupants: 3 Stories: 3 Heating Cooling Construction: Tight Type: F Heat Recovery Type: Heat Recovery Exposure Category: Three or Four Exposures ACH: 0.28 ACH: 0.26 Num Fireplaces: None Outside Air: 94 cfm Outside Air: 94 cfm Net Air Changes (Heat/Cool): 0.18 / 0.09 Sensible Eff: 50 % Sensible Eff: 50 % Net Flow (Heat/Cool): 59 cfm / 31 cfm Name:Pine Park 614-Bldg A South Unit Project #:Pine Park 614-A (SouthUnit)_2021-12-15 Load Breakdown Name Heating Sensible Latent Windows* 2,780 4,135 Skylights* 0 0 Doors 2,621 549 Walls 4,692 967 Below Grade Walls 0 Ceilings 1,361 0 Floors 1,767 -46 Infiltration 2,748 -67 0 Internal 1,890 600 Other 0 Duct Loads 0 0 0 Ventilation 2,176 -101 1 0 Humidification 0 Piping Load 0 Radiant Back Loss 0 Blower Heat 0 AED* 3,719 Total 18,146 11,045 600 Total Area 2,124 ft' 2,253 ft' *Average Load Procedure Heatina AT': 70.0 JSHR: 0.95 Coolina AT': 18.0 MJ8 Tons: 0.97 Est. Heating CFM2: 0 SoFt/Ton: 2322 Est. Coolina CFM': 573 CFM/SoFt: 0.25 Floorplan/Levels FFirst Floor 543 ft2 Total Heated Area: ' 2,124econd Floor 791 ft2 Total Cooled Area: 2,253 Whird Floor 791 ft2 (1) AT: Difference between supply air and return air (2) Estimated air Flow based on specified supply air AT Created Using HeatCAD 2021 (12/1512021) Length = ft Area = ft2 Temperature ='F Flowrate = USGPM Air Flow = cfm Heat Loss = Btu/hr Unit Heat Loss = Btu/(heft') Rv = hr•f 2-*F/btu Verelon21.0.0080 R (1) AT: Difference between supply air and return air (2) Estimated air Flow based on specified supply air AT Head Loss = It water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated Length = it Area = ft' Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = Btuthr Unit Heat Loss = Btu/(heft') Rv = hr•ft2•°F/btu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Healed See end of report for important Notes and Disclaimers. Page 1 of See end of report for important Notes and Disclaimers. Name:Pine Park 614-Bldg A South Unit Load Report Name:Pine Park 614-Bldg A South Unit Project #:Pine Park 614-A (SouthUnit)_2021-12-15 Project #:Pine Park 614-A (SouthUnit)_2021-12-15 Constructions Walls CodeI Description U-Value Area Heating Cooling R-21, U0.056 0.056 1,833 3,700 967 R-21, U0.056 0.056 415 993 0 Doors Code Description U-Value Area Heating Cooling 0.37 Swing U-value - 0.37 Opaque Swing Doors 0.370 48 764 160 0.30 0.300 144 1,858 389 Floors Code Description U-Value Area Heating Cooling 22D-10p 22D - Vertical Board Insulation Covers Slab Edge, Turns Under the Slab and Extends Four Feet Horizontally, any Floor Cover 0.100 95'- 1 v (P) 1,561 0 R-38p WSEC R-38 Floors 0.026 250 1 205 -46 Ceilings Code I Description U-Value Area Heating Cooling 1.75" x 7.25"LVL @12" oc Ceiling On Exposed Beams; R-38 Insulation; Roof Material: Membrane; Roof Color: Light; 0.029 1,221 1,361 0 Glazing Windows Code Description Exposure U-Value SHGC Area Heating Cooling 0.28 GL DR IGIIass Door, BlindsMedium45 (50%), 1', V above. E 0.28 0.25 40 482 716 0.28 GL DR IGlass Door, BlindsMedium45 (50%), 1', V above. W 0.28 0.25 17 201 298 0.28, 0.25SHGC 10.28, BlindsMedium45 (50%), 1% V above. E 0.28 0.25 174 2,098 3,120 AED O Average Load: 4,103 Btu/hr Peak Load: 9,053 Btu/hr Excursion Limit: 5,334 Btu/hr AED Load: 3,719 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 (12115/2021) (1) AT: Difference between supply air and return air (2) Estimated air Flow based on specified supply air AT Length = ft Area = 112 Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = BWMr Unit Heat Loss = Btu/(heft) Rv = heft'-"F/btu Version:21.0.0080 R Length = ft Area = ft2 Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = BWMr Unit Heat Loss = Btu/(heft') Rv = heft'-*F/btu Head Loss = ft water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated 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. Page 2 of 8 See end of report for important Notes and Disclaimers. Name:Pine Park 614-Bldg A South Unit Load Report Name:Pine Park 614-Bldg A South Unit Project #:Pine Park 614-A (SouthUnit)_M21-12-15 Project #:Pine Park 614-A (SouthUnit)_M21-12-15 Internal Loads Description Sensible Latent Default (1,200 Btuh) 1,200 0 3 Occupants: 690 600 Total 1,890 600 Load Report Name:Pine Park 614-Bldg A South Unit Project #:Pine Park 614-A (SouthUnit)_2021-12-15 Load Report Mech Rm 26 78 YES 78 Primary Bath 86 78 YES 72 Primary Bed 221 78 NO 1,000 Pwdr 34 78 YES 80 Restroom East 49 78 YES 41 Stair Hall 254 78 NO 1,254 Work Suite 494 78 NO 2,546 (Average Load Procedure) The sum of room loads may not equal the project total due to vanatlons 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 Created Using HeatCAD 2021 (12/15/2021) Created Using HeatCAD 2021 (12/1512021) Length = ft Area = fill Temperature ='F Flowrate = USGPM Air Flow = cfm Heat Loss = Btulhr Unit Heat Loss = Btul(heft') Rv = heft2-°F/btu Version:21.0.0080 R Version:21.0.0080 R 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. Page 7 of 8 Page 4 of 8 Load Report Name:Pine Park 614-Bldg A South Unit Load Report Project #:Pine Park 614-A (SouthUnit)_M21-12-15 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. Created Using HeatCAD 2021 (12/15/2021) Version:21.0.0080 R Page 5 of 8 Load Report Heating Zones Zone Area Room Temp Total Load Zone 101 543 68 6,590 Zone 205 34 68 589 Zone 206 757 68 5,935 Zone 401 221 68 2,049 Zone 402 86 68 84 Zone 403 181 68 1,149 Zone 404 254 68 1,703 Zone 405 49 68 48 Heating Rooms Room Area Room Temp Total Load* Bath #1 49 68 48 Bed #1 181 68 1,149 Living Kitchen Dining 757 68 5,935 Primary Bath 86 68 84 Primary Bed 221 68 2,049 Pwdr 34 68 589 Restroom East 49 68 1 58 Stair Hall 254 68 1,703 Work Suite 494 68 6,532 - The sum of room loads may not be equal to the project total due to additional system loads. Cooling Zones Zone I Area Room Temp AED Sensible Load C1 2,253 78 NO 11,146 (Average Load Procedure) Cooling Rooms Room Area Room Temp AED Sensible Load* Bath #1 49 78 YES 41 Bed #1 181 78 NO 2,403 Elevator 35 78 YES 61 Elevator 35 78 YES 49 Elevator 35 78 YES 49 Living Kitchen Dining 757 78 NO 4,211 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 Amedca. 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 report are 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. ("AVENIW) 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 = ft' Temperature = OF Flowrate = USGPM Air Flow =cfm Heat Loss = BhAr Unit Heat Loss = Btu/(heft') Rv = heft2-*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 (12/15/2021) Version:21.0.0080 R Page 8 of 8 LN ry, W"K MINN-, CITIZEN DESIGN w a Z O 0 W Z W O Z Q H = Z W Il 0 O r_ W Z •o City of EDMONDS Permit July 12, 2022 BUILDING ARevision 1 11 /28/2022 23 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 (1) AT: Difference between supply air and return air (2) Estimated air Flow based on specified supply air AT Created Using HeatCAD 2021 (12/15/2021) (1) AT: Difference between supply air and return air (2) Estimated air flow based on specified supply air AT Length = ft Area = ft' Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = Btulhr Unit Heat Loss = Btu/(heft) Rv = heft'-"F/btu Version:21.0.0080 R Length = ft Area = ft' Temperature = "F Flowrate = USGPM Air Flow = cfm Heat Loss = BWMr Unit Heat Loss = Btu/(heft') Rv = heft'-*F/btu Head Loss = It water RH = Radiant Floor Heating BB = Baseboard FA = Forced Air OTH = Other Heating SM = Snowmelt N = Not Heated 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 3of8 See end of report for important Notes and Disclaimers. Created Using HeatCAD 2021 (12115/2021) Version:21.0.0080 R Page 6 of 8 A005 VICINITY MAP a NTS Q 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: ALLOWED: 30 FT ABOVE AVERAGE EXISTING GRADE (REF. A0.4) (ECDC 16.43.030.A) BUILDING A: 83.90' + 30' = 113.90' PROPOSED: REF. A3.1-A3.4 FOR DETAILS BUILDING A: 113.53' GROUND FLOOR HEIGHT: REQUIRED: 12 FT (FLOOR -TO -FLOOR) IN DESIGNATED STREET (ECDC 16.43.030.A) FRONT. DESIGNATED STREET FRONT IS 5TH AVE S. PROPOSED: 12 FT (FLOOR -TO -FLOOR) IN BUILDING A. REF. A4.1-A4.2 FOR DETAILS. GROUND FLOOR ELEVATION: REQUIRED: GROUND FINISH FLOOR ELEVATION TO BE WITHIN 7" (ECDC 16.43.030.B.5) OF THE ADJACENT SIDEWALK ELEVATION. APPLIES TO DESIGNATED STREET FRONTAGE ONLY. PROPOSED: BUILDING A: 83.0' (REF. A2.1) GROUND FLOOR USES: REQUIRED: THE GROUND FLOOR SHALL BE DEVELOPED WITH (ECDC 16.43.030.B.7) COMMERCIAL USES ONLY WITHIN THE DESIGNATED (ECDC 16.43.030.B.10.e) STREET FRONT. ON LOTS LESS THAN 90 FT IN DEPTH, PARKING MAY BE LOCATED WITHIN THE REAR 45 FT OF THE PARCEL PROVIDED THAT THE COMMERCIAL DEPTH IS AT LEAST 30 FT. PROPOSED: 30 FT DEEP WORK SUITES PROVIDED ON GROUND FLOOR OF BUILDING A (REF. A2.1). PARKING PROVIDED TO THE REAR OF WORK SUITES AND WITHIN REAR 45 FT OF PROPERTY. 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. WORK SUITES IN BUILDING A ARE LESS THAN 500 SF, THUS EACH UNIT IN THIS BUILDING REQUIRES TWO SPACES (ONE RESIDENTIAL, ONE COMMERCIAL). PROPOSED: 6 SPACES PROVIDED AT GRADE FACADE TRANSPARENCY: REQUIRED: 75% OF GROUND LEVEL, STREET -FACING FACADE (ECDC 22.43.050) BETWEEN 2 FT AND 10 FT ABOVE GRADE SHALL BE TRANSPARENT PROPOSED: 75% OF FACADE WIDTH IS TRANSPARENT. REF. A0.7. I d (/ I S S S S S S S S S9 S S S S S S S S S S J S S S S MS- S STREET SIGN / (TYP) � (E) CATCH BASIN (E) SSMH 3 d Q RIM:84.39' RIM:85.68' 8"3 VC W IE: 8�9' CTR CHANN IE: 80.48' Q a Q a Q a Q cl Q Q Q a Q Q �r'Q Q Q a cl a Q Q cl Q 3 WV 1� � 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 Q S01 °01'42"W RELOCATE (E) BENCH Al Q 3 q 1 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 W W WSW �/ _w W W—SHOWN FOR REF. ONLY W W W �✓ Wq CIVIL. SHOWN FOR REF. ONLY W W SHALL CONTACT PARKS W W W W W W W W W — W__ � I I I I I I 1 GV w o IDEPT. TO COLLECT POLE o G G G - �G —Gssp°$-09rEio G r rr G o� G —AFTER REMOVAL. G G G��G �i G G G G G -- 0 0 ° c ov. a a- d,'. -PV .\ .. c o 0 0 ° �.� 000 o acaa 3 . a�o o.oy,� a ° a' ' 4 .. a - a o o .. 'a v000 c .00cd ... .° ° a d °. .g •'oo o. pia o�3 -a >, ° d e a°$ p �000 _7-C3 CJ�. 00 dmo'. �3 ° C p0000 .a 'a C c o o Oe p a ( oo G o ' .. ov' 0 p d' ': a� ° °. °'. .do e c 0oA 0 ®'pn d y. 0 0 p41 ° ca I ' po p p p c d .PV ° o p o �. FOUND MAG NAIL £. °o'oo ue �� 8 / I co o4�p�p ° EG=84.8± °8°QQo�e�O 0 ° a I d . o�a, d 8 9 I .d ;� a FOUND IRON° 3 ,. a 0 p.pp d °> 4 0 SpOpp a d'. a -!° 0 .�p .. -� _ .' .Z# M 1 0 80 ° ° ..° 3 a .. e 5 ° d & WASHER (TYP) 1 C R C d I3 R C e I p . R �r d FG = 84.8± a ° .. d . a EG = 85.7+_ PIPE (TYP.) aWM. 5� rti w�S w—Y > .w51±w� w° w C—w w—w— SO�°01'42"W ,1�,32. w v—� v v—v �. w O' v. v d O 'vw— vw w FG =85.5± - e - — — — EG = 83.6± / � — WM / 85 FG = 83.6± EG = 84. _ � WM V FG = 84. ± _ X X w e a4 \ BUILDING A: M (3) 3-STORY LIVE/WORK TH o w REMOVE + 83 FOOTPRINT AREA: 1830± SF w in (5) TREES 1 I BUILDING B AVG (E) GRADE: 83.3'± - g ' ` UNDER SEPARATE I I CD GROUND FLOOR FFE: VARIES - o = PERMIT BLD2022-1104 AGLA: 1735± SF (EA) M c) L) z 82 WORK SUITE: 500± SF (EA) m MONITO - 82 4 WELL 4 I A0.7 � A0.7 81 O 0 REFUSE REFUSE 20.3 ± (TYP) REFUSE EG 83.5± EG = 79.5± w __ __ _ FG 82.9± FG = 79.0± 0 o z N EG = 83.0±—m-rn-rn-rn rn-rn- -rn- DS rn rn-rn-rn-rn rn rn-rn-rn-rn---rn-rn-rn-rn- m-rn-rn-m-rn-DS EG = 84. ±—"'—"°—"'—"° '—"°—"°—"°—"°° --rn-rn-rn-rn rn-rn-rta-rm-rn s rn-m-rn-m-rn m rn-m- O 0 W O m (E) NEIGHBORING BUILDING I s1 \ s s s�s s�s s s s s s—�'T FG=82. ± s s s s s s s�s s s s s� s s s s eg of — m= o Z �� N 610 5TH AVENUE S o ��-L— —�--- ----Imo°-'' �' SO J o w ii o FFE = 84.05 FT I ri I d I A I I. I.� I. I..�.I..I..� ao _No APN: 270326-001-009-00 I BUILDING (ABOVE) I w ,� I 1 a I I. .. .. I .I. .I. �' aM ZONED: BD3 z a O ✓ o 0 z I l . I. .� . .I I `{� I IA wg I. . . . .I. .I. I 79 as I �� I Ia� ---�-- Lu J ---�— J---�---J ino� �_ _J -L --J — q _� in w — —cr. . nn nnn—nnn a nn—a n ASPHALT I (N) UTILITIES PER CIVIL, TY I �. GRADING PER CIVIL, TYP. I A MOTOR COURT EG = 82.7'± SHOWN FOR REF. ONLY I SHOWN FOR REF. ONLY . . . . . . . . . . . I ti o FG = 82.4'± I . . . . . . . . . . . . . . . . . . EG/FG = 76.6'± o A c " W O I xa� . I d CDU ch CDU z _ _ _ ESTAB ISH (N) R'S VIA SUBDIVISION (UNDER SEPARATE PERMIT PLN2021-0072) ✓ . . . . . . ti N a �7 L--- --- ---- --- ---- -- -- W 77 00 � " co A 12 RIM: 72.98' 4" PVC W IE: 72.18' 4" PVC N IE: 72.18' r� I w z c) _ Na n I� mo J I� ' :. _ E LANE ��iiiiiii�•■■■�u■�I�■■■■■��1�1■�■�I�■■fly■�■\�■�'�1��'a�1��1��I��U��1��:�_ , MVMV&b' / I I DT I r O _�— _C BUILDING C rt— --j— —4 _ UNDER SEPARATE I —1— —} PERMIT BLD2022-0412 —I I — 1— _L_ —�_ —I I t--- _f__ _L ___L — — I — — I I I I I I I I I I I I I I I I I I I d I I 1 V I 1 1 I I 1 I I 1 I I 1 I I 1 �J I - I -- I -- I I -- I -- _ILL --_ rn-rn-rn-rn-rn-rn-rn—rn-rn -rn—rn—rn rn-rn-rn-rn-rn- rn-rn-rn-rn--rn-rn—rn-rn --rn-rn-rn-rn-rn-rn-rn--rn-rn-rn-rn-rn-rn-rn--rn-rn-rn--rn-rn-rn-rn--rn-rn-rn-rn-rn-rn-rn- rn-rn-rn-rn -rn- 10 c 0 C�O 0 0�0 0 �O 0 d � / — I..........I I......I (N) THE IN BUFFER AREA (N) WOOD FENCE PER L'SCAPE i� ASPHALT PER L' SHO APE (TYP. OF 13) FOR REF. ONLY SHOWN FOR REF. ONLY � a m DRIVEWAY �. in LU LnG \. 5'-6"/ L'SCAPE \ AREA --� ZONING SITE PLAN SCALE: I" = 10' TREE PROTECTION I FENCE PER L'SCAPE " ET i x N01001'42"E 132.00' �``_ NEIGHBORING CONDO 517-519 4TH AVENUE S APN: 006493-001 -001 -00 ZONED: RM-2.4 (E) SSMH / RIM: 69.68' CTR CHANN:63.08' N __ I— 75 or -75- z c� �I w LL 74 LUI I I t], i� I- w J J a 0 1 0 N CATCH 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 0 5 10 20 1"=10' SCOPE OF WORK CONSTRUCT (3) LIVE/WORK TOWNHOUSES PER PLANS AND AS FOLLOWS: • (3) LIVE/WORK TOWNHOUSES TO EACH CONTAIN 1735± SF AGLA, 500± SF WORK SUITE AND (2) COVERED, UNENCLOSED PARKING SPACES • 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) 2 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 (THIS PERMIT): BLD2022-0923 BUILDING B: BLD2022-1104 BUILDING C: 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 DESIGNER + 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 0 z O 0 w N z LU O Z) z LU Q 0= Z LLj ~ OU z 'o w z%%0 City of EDMONDS Permit July 12, 2022 BUILDING Revision 1 11 /28/2022 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 FSD =0'-1%" CD 0 CM I 0 LL (L 5TH AVENUE S S01 °01'42"W (E) R FSD = 5'-0" FSD= BUILDING A LINE OF BUILDING (ABOVE) U J I � LINE TO DETERMINE FSD �o b Iu 0 T PARCEL A T NEW R PER SUBDIVISION PARCEL B w I Iw I FIRE SEPARATION DIAGRAM FSD =0'-1%" I I I I I I I I I A0.7 SCALE: 1 " = 20' z9 os. 'a �9'9 j s9 s9 �s9 ! 9 O ��, Of,• "9 96,, f!, / Off, sue, �- �1g sf9X �39 �XB9�`99�_ A9 A9 90, 029 , �5,. �� •\ a sss� 69s�� / EG = 84.6'+ 8 sl�8s�9 o9s9999 EG = 83.6'+ _ g, F'O�✓ 06,9 . 9!. OS+r9 `n. 9g. sue• �9• F' �° �9 `9 �9 `r `9 9 1101 — 1,9. 84— � R BUILDING R � BUILDINGA °see\ BUILDING C o � BUILDING A HT LIMIT: 113.9'± BUILDING C HT LIMIT: 105.98'± �ROOF: 103.5'±- FFE: 104.12'± �82 81 100 ;o 0 i CD 01 FFE: 95.12'± FFE: 93.1 '± J I 90 o EG - 84.1'+ EG - 83.3'± FFE: 83.1'± _ — _ _ — — = COMM. FFE: 83.12'± BUILDING A AVG GRADE: 83.9'± 'B\ I 80 N BUILDING C AVG GRADE: 75.98'± - - - - -` FFE: 74.0'± PARCEL A � \ 70 PARCEL I I 3 LONGITUDINAL SECTION 76 A0.7 SCALE: I" = 20' =�s t T —74 \ R BUILDINGA BUILDING B R BUILDING A HT LIMIT: 113.90'± � BUILDING B HT LIMIT: 113.60'± e /— I 110 CD o 73� °� FFE: 104.12'± O0 FFE: 104.71'± 100 0 °0 I\ I 4—I 72— FFE:95.12'± FFE:96.21'± AVG (E) GRADE CALC _ - —COMM._ . . `X six � / 1� OMM. FFE: 83.12'± COMM. FFE: 84.21'± BUILDING A AVG GRADE: 83.90'± — — — BUILDING B AVG GRADE: 83.60'± BUILDING A — — — — — — — L-INE OF COMMERCIAL FLOOR 83.6' + 84.6' + 83.3' + 84. V = 335.6' 70 335.6' / 4 = 83.9' X1,—- 2 HEIGHT LIMIT DIAGRAM 4 TRANSVERSE SECTION '° 20 40 A0.7 SCALE: I" = 20' A0.7 SCALE: I" = 20' 1 " = 20' CITIZEN DESIGN a 0 �z 0 � o sw vi z w O Z) z LU Q zW � LC) 0 z O W j z �o City of EDMONDS Permit July 12, 2022 BUILDING 1& Revision 1 11 /28/2022 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 SITE SECTIONS AND DIAGRAMS SCALE: AS NOTED VICINITY MAP a NTS STREET SIGN J (TYP) / z wV g x wV wV cL 5TH AVENUE S n S01 °01'42"W WM� (E) CATCH BASIN / RIM: 84.39' 8" PVC W IE: 82.89' i A \ (E) SSMH RIM: 85.68' CTR CHANN IE: 80.48' (N) ALLEY ENTRANCE PER CIVIL. SHOWN FOR REF. ONLY FOUND MAG NAIL J'c o c oeo��. ° �d. mo a 04�0�� - ° :,�o o a ow. a d 0.10 a, 0�c°' ° Q.. < .. .a . , T d 0 800.0o a a °; a go00n. d a o �a0°0° M, 0 8 0 ° °. a s FOUND IRON . ° ,. a & WASHER (TYP) C a R C a R ,o. C ° a R d a .ate .° a;/ _ °< a a PIPE (TYP.) aWM a . ° :. ° DSO ` 61'±. ` a ° j' S01 001'42"W 132.00'd ° p ° d Jd El EG = 83.6± / ( � / PV FG = 83.6± EG = 84.6± \ 85 U W a� BUILDING A: m _ (3) 3-STORY LIVE/WORK TH 83 FOOTPRINT BUILDING B AVG (E) GRADE: 83 3 +SF I UNDER SEPARATE I I GROUND FLOOR FFE: VARIES = PERMIT BLD2022-1104 AGLA: 1735± SF (EA) z 82 WORK SUITE: 500± SF (EA) m MONITO WELL IE \ \ 81 CD 0 Ln c� REFUSE REFUSE 20.3 ± (TYP) REFUSE 0 o cn — — __1\ — z Z N 0 EG = 83.0± DS I I DS FG_82.9± I I CDN I p L=u FG=82.9± 80— o J > (E) NEIGHBORING BUILDING ° M a�N ooaza z bl0 5TH AVENUE s' „ 0 o�o, FFE = 84.05 FT APN: 270326-001-009-00 C BUILDING (ABOVE) oZONED:BD3 z /�l T'll m -75 �ft75- _�— BUILDING C _ _ UNDER SEPARATE /_in PERMIT BLD2022-0412innLU (E) CATCH BASIN —� I)I i— RIM: 72.98' _;T— — I — �— I— — -1— rt —1 --� I T I I4" PVC W IE: 72.18'4" PVC N IE: 72.18' w �ozz ILU �3 J I m L_ J Ja (N) THE IN BUFFER AREA (N) WOOD FENCE PER L'SCAPE o ASPHA �`V PER L' APE (TYP. OF 13) SHOWN FOR REF. ONLY o _ N SHO FOR REF. ONLY DRI AY I CATCH BASIN ��-RIM:69.29' / 6" CON N IE: 67.04' X x x X X 10" CON W IE: 66.29' N01001'42"E 132.00' 8" CONC S IE: 66.69' 6* 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' ZONING SITE PLAN SCALE: I" = 10' N 0 5 10 20 1"=10' SCOPE OF WORK CONSTRUCT (3) LIVE/WORK TOWNHOUSES PER PLANS AND AS FOLLOWS: • (3) LIVE/WORK TOWNHOUSES TO EACH CONTAIN 1735± SF AGLA, 500± SF WORK SUITE AND (2) COVERED, UNENCLOSED PARKING SPACES • 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) 2 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 (THIS PERMIT): BLD2022-0923 BUILDING B: BLD2022-1104 BUILDING C: 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 DESIGNER + 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 W112,10F11:111a11x911 ROOT OF DESIGN 2020 MALTBY ROAD SUITE 7, PMB 370 BOTHELL, WA 98021 CONTACT: DEVIN PETERSON TEL: 206.491.9545 EMAIL: DEVIN@ROOTOFDESIGN.COM 011111Mwift 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 z O �O o W N z LU O Z) z LU Q 0= H = Z LLj ~ OU z'o "o W j z�%%0 City of EDMONDS Permit July 12, 2022 BUILDING 1l Revision 1 11 /28/2022 ARevision 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 0 1 LEGEND - 2x6 FRAMED WALL ® 2x4 FRAMED WALL (2) 2x4 FRAMED PARTY WALL (ASS'Y W3) SPOT ELEVATION FINOTE CALLOUT OX DOOR CALLOUT OX WINDOW CALLOUT EG = EGRESS SG = SAFETY GLAZING ® SCUPPER ADS DOWNSPOUT REF. A2.5, A2.7 AND A2.9 FOR 'EV READY' REQUIREMENTS. 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 W2 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 M1504.3 11. SEE DETAILS 3/A5.3 & 9/A5.5 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: @ 14. CARBON MONOXIDE DETECTORS SHALL BE LOCATED OUTSIDE OF ALL SLEEPING ROOMS AND ON EACH LEVEL. CARBON MONOXIDE DETECTOR: co COMBO SMOKE/CARBON MONOXIDE DETECTOR: g 15. 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 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 1.3: EFFICIENT BUILDING ENVELOPE (0.5 CREDIT) • OPTION 2.1: REDUCED AIR LEAKAGE AND EFFICIENT VENTILATION (0.5 CREDIT) • OPTION 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDIT) • OPTION 5.5: EFFICIENT WATER HEATER OPTIONS (2.0 CREDITS) 22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2. TOTAL INSTALLED WATTAGE SHALL BE 868W MAX. (0.5 WATTS PER SF) 23. ELECTRICAL PANEL LOCATION. 24. EXHAUST VENT TO EXTERIOR. 25. HEAT PUMP WATER HEATER PER MFR. 26. VENT EXHAUST THROUGH ROOF. 27. COLUMN PER STRUCTURAL. 28. 8'-6"x16'-6" PARKING SPACE. 29. MINI -SPLIT EXTERIOR UNIT ABOVE REFUSE STORAGE. 30. MINI -SPLIT HEAD. 31. LINE OF SOFFIT ABOVE. 1 3 . CANOPY PER 5/A5.5. 3. DRIP -THROUGH WOOD BALCONY PER 8/S3.4. 34. METAL GUARDRAIL PER 8/A5.3. 35. ROUTE ROOF DRAIN BENEATH FLOOR SLAB TO INFILTRATION GALLERY. A3T 6. SEE DETAIL 9/A5.5 FOR ACCESSIBLE HAND RAIL DETAIL WITH EXTENSIONS. ELEVATOR CONTROLLER PANEL, PER MFR. INSTALL ELECTRICAL CIRCUIT AND RECEPTACLE FOR FUTURE LEVEL II OR LEVEL III 3 8. EV CHARGING STATION. 39. 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 PERMIT. 1 A4.2 0 0 M 0 6 N in N 10 N UNIT Al UNIT A2 UNIT A3 R 1 2 1 2 2 1 1 3 2 1 4 A4.3 A4.3 A4.4 N V.2 A4.4 A4.5 A4.5 61'-0" 20'-4" 20'-4" 20'-4" I I LINE OF CANOPY LINE OF CANOPY LINE OF CANOPY - ------(ABOVE) ------------ i i - ----- (ABOVE) ----------- - - - - - - -- i i--------- (ABOVE) � I I � 1 '-211 /�" 41 /2" 41 /2" 41 /2" I 1 '-3" 4 1 /2" 41 /2" 41 /2" I 1 -3" 41 /2" 41 /2" 41 /2" I �o - - - A-"1 -- I '9" 335 -0"-- -3-0" i- -i 3-0" -- -3'-0-3-0" 2-8323'-0" 61/2" 1 1/2" - A-2 DS A-3 A-4 A-6 30506350 3 - 6350 5- - � I 20'-4" I I I I I I 0�0 I I DSI EVREADY' � LINE OF FLOOR LINE OF FLOOR (ABOVE) I (ABOVE) I I � I I � I I � I I � I I � I I � 38 20'-4" 61'-0" 1 2 2 1 A4.3 A4.4 A3.1 BUILDING A: FIRST FLOOR PLAN SCALE: 1 /4" = 1 '-0" II 'EV RE LINI � I I I � I I � I I � I I � 38 20'-4" 1 3 2 A4.4 A4.5 29 I I M o DS 11 N N LO 0 0 M 0 6 I 0 2 CD A3.1 I 1 A4.2 0 2 4 8 1 /4" =1 '-0" CITIZEN DESIGN a O Z O 0 W N Z LU O Z) Z LU Q 0= H = Z LLj ~ OU z'o "o W j Z �o City of EDMONDS Permit July 12, 2022 BUILDING 1& Revision 1 11 /28/2022 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 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 0DS DOWNSPOUT REF. A2.5, A2.7 AND A2.9 FOR 'EV READY' REQUIREMENTS. 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 W2 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 M1504.3 11. SEE DETAILS 3/A5.3 & 9/A5.5 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 1.3: EFFICIENT BUILDING ENVELOPE (0.5 CREDIT) • OPTION 2.1: REDUCED AIR LEAKAGE AND EFFICIENT VENTILATION (0.5 CREDIT) • OPTION 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDIT) • OPTION 5.5: EFFICIENT WATER HEATER OPTIONS (2.0 CREDITS) 22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2. TOTAL INSTALLED WATTAGE SHALL BE 868W MAX. (0.5 WATTS PER SF) 23. ELECTRICAL PANEL LOCATION. 24. EXHAUST VENT TO EXTERIOR. 25. HEAT PUMP WATER HEATER PER MFR. 26. VENT EXHAUST THROUGH ROOF. 27. COLUMN PER STRUCTURAL. 28. 8'-6"x16'-6" PARKING SPACE. 29. MINI -SPLIT EXTERIOR UNIT ABOVE REFUSE STORAGE. 30. MINI -SPLIT HEAD. A131. LINE OF SOFFIT ABOVE. 3 . CANOPY PER 5/A5.5. 3. DRIP -THROUGH WOOD BALCONY PER 8/S3.4. 34. METAL GUARDRAIL PER 8/A5.3. 35. ROUTE ROOF DRAIN BENEATH FLOOR SLAB TO INFILTRATION GALLERY. A3T 6. SEE DETAIL 9/A5.5 FOR ACCESSIBLE HAND RAIL DETAIL WITH EXTENSIONS. ELEVATOR CONTROLLER PANEL, PER MFR. INSTALL ELECTRICAL CIRCUIT AND RECEPTACLE FOR FUTURE LEVEL II OR LEVEL III 3 8. EV CHARGING STATION. 39. 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 PERMIT. UNIT Al _ _ LINE OF BALCONY (ABOVE)- 20'-4" BUILDING A: SECOND FLOOR PLAN SCALE: 1 /4" = 1 '-0" UNITA2 UNITA3 _ _ LINE OF BALCONY (ABOVE)- _ _ _ _ _ _ _ _ LINE OF BALCONY (ABOVE) - 20'-4" - 61'-0" 1 A3.1 20'-4" N 0 0 M R A 1 A4.1 I 0 2 C3 A3.1 _ 0 2 4 8 _ 1 /4" = 1 '4' CITIZEN DESIGN w a 0 V_ Z O 0 Se Lu 0Z w O Z) Z a H = cf) Z W u L) �o ED Z •o City of EDMONDS Permit July 12, 2022 BUILDING ARevision 1 11 /28/2022 ZL Revision 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 UNIT Al UNIT A2 UNIT A3 R 1 2 1 2 /2___ 1 1 3 2 1 4 0 2x6 FRAMED WALL A4.3 A4.3 A4.4 V.2 A4.4 A4.5 A4.5 ® 2x4 FRAMED WALL 1 1 1 61'-0" 1 1 1 20'-4" 20'-4" 20'-4" (2) 2x4 FRAMED PARTY WALL (ASS'Y W3) 14'-9 1/2" I T-6 3/4" 14'-9 1/2" I T-6 3/4" I 14'-8 1/2" I T-7 3/4" 30- I SPOT ELEVATION ❑X NOTE CALLOUT I T I Z E N OX DOOR CALLOUT DESIGN OX WINDOW CALLOUT EG = EGRESS SG = SAFETY GLAZING SCUPPER LINE OF E VE LINE OF E VE LINE OF E VE ADS DOWNSPOUT 31/2" 31/2" 1 3/4" 31/2" 31/2"t - - 1 3/4" 31/2" 31/2" 3/4" REF. A2.5, A2.7 AND A2.9 FOR 'EV READY' R 3'-0 1/2" � � 523 3 -24 T � � 3'-0 1/2" �'� 526 " � � � � 3'-0 1/2" / 0-28� 5 -29 � 3 -30 � /j\ R REQUIREMENTS. A _ _ 3073 \ 5073 _ _ 3073 _ _ D _ 3073 \ 5073 _ 3073 I _ 3073 ` 5073 _ 3073 I A LIVING 2668 PWDR 2668 PWDR 2668 PWDR R301 R302 R302 R302 C, in in 1 � 1 LIVING A LIVING E4 R301 R301 N DO PLAN NOTES ELEV. ELEV. ELEV. 0 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 W2 AND 2x4 U.N.O. W2 5. ALL EXTERIOR WALLS W1 AND 2x6 U.N.O. 230 30 6. GIVEN WINDOW DIMENSIONS ARE TO ROUGH OPENINGS. FINISH OPENING PER MFR. 7. GIVEN DOOR DIMENSIONS ARE TO DOOR PANEL. ROUGH OPENINGS PER MFR. c 14'-81/2" 3'-101, 14'-81/2" _ T-10" 14'-71/2" T-5 1/2" c V-9 1 /2' V-9 1/2" 1'-9 1/2" o 8. ALL DOORS SHALL BE CENTERED ON WALL OR 3" FROM ADJACENT WALL U.N.O. M 01 3'-2" 3'-2" 3'-2" ��, ('4 CD 9. ALL OPERABLE WINDOWS SHALL HAVE SCREENS AND BE CONTROLLABLE AND 00 SECURABLE PER IRC M1507.3.4.4. 011 10. ALL EXHAUSTS SHALL TERMINATE NOT LESS THAN 3 FT FROM PROPERTY LINES; 3 Q FT FROM OPERABLE OPENINGS INTO BUILDING AND 10 FT FROM MECHANICAL AIR INTAKES, EXCEPT WHERE OPENING IS 3 FT ABOVE AIR INTAKE PER IRC M1504.3 to 11. SEE DETAILS 3/A5.3 & 9/A5.5 FOR STAIR & RAILING REQ'S. DINING DINING DINING - o N 12. CASEWORK NOT IN CONTRACT. REFER TO CASEWORK SHOP DRAWINGS FOR 2 o R303 N R303 R303 0 2 O DIMENSIONS AND DETAILS. A3.2 C) ° � A3.1 13. SMOKE ALARMS/DETECTORS SHALL BE INSTALLED IN ALL SLEEPING ROOMS, IN �0 0 w THE AREA OUTSIDE THE SLEEPING ROOM AND IN OTHER LOCATIONS PER IRC SECTION R314. ELECTRICAL POWER AND INTERCONNECTION PER CODE. Us Ua Ua U Z w SMOKE DETECTOR: so L � p Z) 14. CARBON MONOXIDE DETECTORS SHALL BE LOCATED OUTSIDE OF ALL SLEEPING H Q Z ROOMS AND ON EACH LEVEL. CARBON MONOXIDE DETECTOR: co 1 _ 1 Q COMBO SMOKE/CARBON MONOXIDE DETECTOR: cso 2 15. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL BE INSTALLED IN EVERY A4.2 A4.2 Z L U LO SLEEPING ROOM BELOW THE 4TH STORY PER 2018 IRC R310. O `O II II II � Z • MIN. 5.7 SF NET CLR OPENABLE AREA I I w • MIN. 24" NET CLR OPENABLE HEIGHT • MIN. 20" NET CLR OPENABLE WIDTH Z �03 26 3 26 3 26 • MAX. 44" FINISHED SILL HEIGHT DN DN DN • OPENABLE W/O KEYS OR SPECIAL TOOLS B _ _ JB 13. SAFETY GLAZING REQUIRED PER IRC 308.4.N. 14. WALLS AND SOFFITS OF ENCLOSED SPACES UNDER STAIRS SHALL BE PROTECTED I- ON THE ENCLOSED SIDE WITH A MINIMUM OF%" GYPSUM BOARD AS REQUIRED BY _ City of EDMONDS IRC R302.7. 15. MECHANICAL SYSTEM SHALL BE DESIGN -BUILD. N Permit 16. LOCAL EXHAUST FANS: 50 CFM (MIN) ON SWITCH o w CD w w o July 12, 2022 z 100 CFM MIN ON SWITCH o w o 100 CFM (MIN) RANGE HOOD ON SWITCH KITCHEN KITCHEN KITCHEN R304 R304 R304 17. PER WASHINGTON STATE ENERGY CODE, RESIDENTIAL FOR MEDIUM RESIDENCE, 6.0 CREDITS ARE REQUIRED. THE FOLLOWING CREDITS ARE PURSUED: 01 01 • FUEL NORMALIZATION OPTION 2: DUCTLESS MINI -SPLIT HEAT PUMP SYSTEM (1.0 CREDIT) BUILDING A • OPTION 1.3: EFFICIENT BUILDING ENVELOPE (0.5 CREDIT) 12080 12080 12080 • OPTION 2.1: REDUCED AIR LEAKAGE AND EFFICIENT VENTILATION (0.5 CREDIT) C - - C I DS ` DS • OPTION 3.6: HIGH EFFICIENCY HVAC EQUIPMENT (2.0 CREDIT) I • OPTION 5.5: EFFICIENT WATER HEATER OPTIONS (2.0 CREDITS) 3'-10" 12'-0" 4'-6" 3'-10 1/2" 12'-0" 4'-5 1/2" 3'-10 1/2" 12' 4. 4'-5 1/2'. 22. BACKUP HEATERS MAY BE INSTALLED PURSUANT TO WSEC TABLE 406.3 NOTE 2. q A Revision 1 11 /28/2022 TOTAL INSTALLED WATTAGE SHALL BE 868W MAX. (0.5 WATTS PER SF) �0 23. ELECTRICAL PANEL LOCATION. 24. EXHAUST VENT TO EXTERIOR. BALCONY BALCONY BALCONY Revision 2 04/25/2023 25. HEAT PUMP WATER HEATER PER MFR. R300 R300 I FR-30-0] 26. VENT EXHAUST THROUGH ROOF. 33 Revision 3 08/31/2023 27. COLUMN PER STRUCTURAL. TYP.TYP. LN TYP.TYP. 28. 8'-6"x16'-6" PARKING SPACE. 33 34 33 34 29. MINI -SPLIT EXTERIOR UNIT ABOVE REFUSE STORAGE. �� 30. MINI -SPLIT HEAD. UB A131. LINE OF SOFFIT ABOVE. 3 . CANOPY PER 5/A5.5. 3. DRIP -THROUGH WOOD BALCONY PER 8/S3.4. 8/31 /2023 34. METAL GUARDRAIL PER 8/A5.3. 35. ROUTE ROOF DRAIN BENEATH FLOOR SLAB TO INFILTRATION GALLERY. CITY OF EDMONDS A3T 6. SEE DETAIL 9/A5.5 FOR ACCESSIBLE HAND RAIL DETAIL WITH EXTENSIONS. DEVELOPMENT ELEVATOR CONTROLLER PANEL, PER MFR. SERVICES DEPARTMENT 8. INSTALL ELECTRICAL CIRCUIT AND RECEPTACLE FOR FUTURE LEVEL II OR LEVEL III 20'-4" 20'-4" - 20'-4" EV CHARGING STATION. 3 61'-0" FOR PLANNING DEPT USE ONLY 39. WATER SERVICE POINT OF COMPLIANCE PER CIVIL. A REDUCED PRESSURE BACKFLOW ASSEMBLY SHALL BE PROVIDED IMMEDIATELY AFTER WATER SERVICE 2 1 2 1 1 2 1 ENTERS BUILDING. RPBA AND PLUMBING DESIGN TO BE DESIGN/BUILD BY R 1 A4.3 A4.3 A4.4 A3.1 A4.4 3 A4.5 A4.5 4 CONTRACTOR UNDER SEPARATE PERMIT. FLOOR PLANS SCALE: AS NOTED BUILDING A: THIRD FLOOR PLAN N 0 2 4 8 SCALE: 1 /4" = 1 '-0" _ A203 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 •DS DOWNSPOUT REF. A2.5, A2.7 AND A2.9 FOR 'EV READY' REQUIREMENTS. ROOF NOTES 1❑ PROVIDE SOLID BLOCKING OVER SUPPORTS 2. FLASHING SHALL BE INSTALLED IN SUCH A MANNER AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE PERMEABLE MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS THROUGH THE ROOF PLANE. METAL FLASHING SHALL BE CORROSION RESISTANT WITH A THICKNESS OF NOT LESS THAN 0.0019 INCH PER IRC. 3. EXHAUST VENT, TYP. 4. SCUPPER DOWNSPOUT PER DETAIL 3/A5.3, TYP. 5. INTERIOR DOWNSPOUT DRAIN. R 0 R n 2 0 A3.2 17 UNIT Al UNITA2 2 1 A4.4 A3.2 20'-4" UNITA3 20'-4" LINE OF WALL (BELOW) TPO ROOFING TPO ROOFING a va 0 z L O N O , a TPO ROOFING _> c� z L O 0 x j O a F- 3 3 3 TPO ROOFING TPO ROOFING LINE OF WALL (BELOW) • BUILDING A: ROOF PLAN SCALE: 1 /4" = 1 '-0" (BELOW) (BELOW) 20'-4" 61'-0" (BELOW) 01 20'-4" 1 1 2 A3.1 A4.4 3 A4.5 A4.5 U N 10 C CD 2 CD A3.1 0 2 4 8 1 /4" =1- 4- CITIZEN DESIGN a 0 z 0 �O o w vi z w O Z) z LU Q 0= H = Z LLj ~ 0 z 'o "o W j z �o City of EDMONDS Permit July 12, 2022 BUILDING 1l Revision 1 11 /28/2022 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 ROOF PLANS SCALE: AS NOTED A204 ELEVATION NOTES 1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS. 3. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. 4. REF. FLOOR PLANS, A2 SERIES, FOR EXTERIOR DOOR SIZES. 5. WINDOWS MARKED "EG" ARE EGRESS WINDOWS AND SHALL COMPLY WITH THE FOLLOWING PER 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. METAL GUARDRAIL PER DETAIL 8/A5.3. 9. MINI -SPLIT EXTERIOR UNIT ABOVE REFUSE STORAGE. 10. CORNICE PER DETAIL 1/A5.3 11. SITE STAIRS 12. ENTRY CANOPY PER DETAIL 3/A5.2 13. RETAINING WALL PER CIVIL 14. EAVE PER DETAIL 2/A5.3 MATERIAL NOTES .T.TMI z.4 D-1 FRONT DOOR - BLACK FIBERGLASS D-2 SLIDING DOOR - BLACK FIBERGLASS D-3 GARAGE DOOR - BLACK FIBERGLASS ROOFING R-1 TPO, BLACK R-2 HARDIE SOFFIT, LIGHT GRAY SIDING S-1 HARDIE PANEL SIDING - LIGHT GRAY S-2 BRICK VENEER SIDING - EARTH TONES S-3 PLASTER PLINTH S-4 DETAIL TRIM - LIGHT GRAY - 1 x4 S-5 HARDIE VERTICAL SIDING - LIGHT GREY SPECIALTY SP-1 TYPICAL METAL GUARDRAIL - BLACK SP-2 OVERHANGING EAVE WITH CORBEL BRACKETS PER 2/A5.3 - BLACK SP-3 METAL COLUMN - BLACK SP-4 METAL CANOPY BY OTHERS - BLACK SP-5 FRAMED BALCONY PER STRUCTURAL, PER 8/A5.3 - BLACK SP-6 DECORATIVE MEDALLION SP-7 FASCIA TRIM - BLACK SP-8 6" PLASTER LINTEL PER 8/A5.5 WINDOWS W-1 FIBERGLASS WINDOWS - BLACK DOWNSPOUT DS-1 METAL DOWNSPOUT - BLACK GUTTER G-1 GUTTER - BLACK G-2 SCUPPER - BLACK MECHANICAL M-1 EXHAUST VENT, MATCH ADJACENT SIDING COLOR cn HEIGHT LIMIT rih +30'-91/4" (+113.90'±) TOP OF ROOF +30'-7 3/4" (+113.53'±) THIRD FLOOR SUBFLOOR +21'-0" (+104.12'±) SECOND LEVEL SUBFLOOR rik +12'-0" (+95.12'±) AVERAGE GRADE 4-91 /4" (+83.90'±) FIRST LEVEL COMMERCIAL S.O.G. 44' (+83.12'±) HEIGHT LIMIT +30'-91/4" (+113.90'±) TOP OF ROOF rik +30'-7 3/4" (+113.53'±) THIRD FLOOR SUBFLOOR +21'-0" (+104.12'±) SECOND LEVEL SUBFLOOR rik +12'-0" (+95.12'±) AVERAGE GRADE 4-91 /4" (+83.90'±) FIRST LEVEL COMMERCIAL S.O.G. rih 44' (+83.12'±) MV 0 61 0 04 0 04 R u 1 IAIIT All 1 IAIIT Ael Is 1 IAIIT A01 FG = 82.9± 1 FG = 82.9± BUILDING A WEST ELEVATION SCALE: 1 /4" = 1 '-0" FG= 82.9± I CITIZEN DESIGN w a 0 V_ Z O 0 W U0 Z W O Z) Z a rY H = Lf) Z W u L) �o W z •o City of EDMONDS Permit July 12, 2022 BUILDING ARevision 1 11 /28/2022 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 A SOUTH ELEVATION SCALE: 1 /4" = 1 '-0" 0 2 4 8 1 /4" = 1 '-0" A301 ELEVATION NOTES U 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. METAL GUARDRAIL PER DETAIL 8/A5.3. 9. MINI -SPLIT EXTERIOR UNIT ABOVE REFUSE STORAGE. 10. CORNICE PER DETAIL 1/A5.3 11. SITE STAIRS 12. ENTRY CANOPY PER DETAIL 3/A5.2 13. RETAINING WALL PER CIVIL 14. EAVE PER DETAIL 2/A5.3 MATERIAL NOTES DOORS D-1 FRONT DOOR - BLACK FIBERGLASS D-2 SLIDING DOOR - BLACK FIBERGLASS D-3 GARAGE DOOR - BLACK FIBERGLASS ROOFING R-1 TPO, BLACK R-2 HARDIE SOFFIT, LIGHT GRAY SIDING S-1 HARDIE PANEL SIDING - LIGHT GRAY S-2 BRICK VENEER SIDING - EARTH TONES S-3 PLASTER PLINTH S-4 DETAIL TRIM - LIGHT GRAY - 1 x4 S-5 HARDIE VERTICAL SIDING - LIGHT GREY SPECIALTY SP-1 TYPICAL METAL GUARDRAIL - BLACK SP-2 OVERHANGING EAVE WITH CORBEL BRACKETS PER 2/A5.3 - BLACK SP-3 METAL COLUMN - BLACK SP-4 METAL CANOPY BY OTHERS - BLACK SP-5 FRAMED BALCONY PER STRUCTURAL, PER 8/A5.3 - BLACK SP-6 DECORATIVE MEDALLION SP-7 FASCIA TRIM - BLACK SP-8 6" PLASTER LINTEL PER 8/A5.5 WINDOWS W-1 FIBERGLASS WINDOWS - BLACK DOWNSPOUT DS-1 METAL DOWNSPOUT - BLACK GUTTER G-1 GUTTER - BLACK G-2 SCUPPER - BLACK MECHANICAL M-1 EXHAUST VENT. MATCH ADJACENT SIDING COLOR A TRANSPARENCY CALC 45'-6" TRANSPARENCY 60'-11 1/2" TOTAL BUILDING WIDTH 45.5/60.95 = 75% GLAZING HEIGHT LIMIT +30'-91/4" (+113.90'±) TOP OF ROOF +30'-7 3/4" (+113.53'±) THIRD FLOOR SUBFLOOR +21'-0" (+104.12'±) SECOND LEVEL SUBFLOOR +12'-0" (+95.12'±) AVERAGE GRADE 4-91 /4" (+83.90'±) lip FIRST LEVEL COMMERCIAL S.O.G. rih 4-0" (+83.12'±) lip 0 0 M v 0 0 0 0 SP-b TYP. u D-1 TYP. S-3 SG 3= 84.6'± FIFE = 84.38'± i= 84.58'± HEIGHT LIMIT +30'-91/4" (+113.90'±) TOP OF ROOF +30'-7 3/4" (+113.53'±) THIRD FLOOR SUBFLOOR +21'-0" (+104.12'±) SECOND LEVEL SUBFLOOR +12'-0" (+95.12'±) AVERAGE GRADE rih 4-91 /4" (+83.90'±) IV FIRST LEVEL COMMERCIAL S.O.G. 44' (+83.12'±) UNITA2 3 2 3T7J3-� SG / FIFE = 84.14'± / FIFE = 84.00'± BUILDING A EAST ELEVATION SCALE: 1 /4" = 1 '-0" A WALL TO REMAIN I \ FIFE = 83.86'± UNIT Al SG / SG FIFE = 83.70'± EG o \ 00 / SG C TYP. SP-7 12 TYP. S P-8 TYP. D-1 EG= 83.64'± FG= 83.64'± 0 2 4 8 1 '-0" CITIZEN DESIGN w a 0 Z O 0 W U0 Z w O Z a H = Z W u L) o w � z •o City of EDMONDS Permit July 12, 2022 BUILDING ARevision 1 11 /28/2022 ARevision 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 ELEVATIONS SCALE: AS NOTED BUILDING A TRANSPARENCY DIAGRAM SCALE: 1 /4" = 1 '-0" BUILDING A NORTH ELEVATION SCALE: 1 /4" = 1 '-0" SECTION NOTES 1❑ ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) 2. DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS. 3. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. 4. GUTTER PER PLAN. 5. RIGID INSULATION CRICKET PER PLAN. 6. PROVIDE (1) LAYER %" TYPE X GWB AT UNDERSIDE OF STAIRS ON COMMERCIAL LEVEL. 7. SEE 4/A5.3 AND 9/A5.5 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. RESERVED. 13. STAIR LANDING, BUILD PER ASSEMBLY F3. 14. METAL CANOPY BY OTHERS. 15. MINI -SPLIT EXTERIOR UNIT ABOVE REFUSE STORAGE. 0 6 (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 z" GWB WALL: 1-HR EXTERIOR W2 REF. ASSEMBLY: UL V311, 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) 1-HR PARTY WALL W3 REF. REFERENCE ASSEMBLY: UL V340. 7/A5.5 FOR DETAILS %" TYPE X GWB CD 2x4 FRAMING PER STRUCTURAL 3%" MINERAL WOOL BATT FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 1"AIR GAP g FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S uwi 3%" MINERAL WOOL BATT 2x4 FRAMING PER STRUCTURAL %" TYPE X GWB WALL: TYP. INTERIOR W4 i GWB FRAMING PER PLAN %" GWB HEIGHT LIMIT rik +30'-91 /4" (+113.90'±) TOP OF ROOF rih +30'-7 3/4" (+113.53'±) THIRD FLOOR SUBFLOOR +21'-0" (+104.12'±) 0 a SECOND LEVEL SUBFLOOR +12'-0" (+95.12'±) 0 ZN AVERAGE GRADE rih 4-9 1/4"(+83.90'±) FIRST LEVEL COMMERCIAL S.O.G. 44' (+83.12'±) WALL: TED I INSULANTERIOR W5 i GWB 2x6 FRAMING PER PLAN R-21 MIN. BATT INSULATION %" GWB WALL: UNINSULATED EXTERIOR W5 W1 ASSEMBLY, EXCEPT: NO INSULATION WALL: FURRING WALL W6 2x FRAMING PER PLAN %" GWB WALL: INSULATED CONCRETE W7 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL 1" RIGID INSULATION (R-5) TAPED SEAMS PER MFR. 2x FRAMING R-13 MIN. BATT INSULATION z" GWB WALL: UNINSULATED CONCRETE W8 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL FLOOR ASSEMBLIES FLOOR: TYPICAL F1 FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUC'L FLOOR JOISTS PER STRUC'L FLOOR: INSULATED F2 F1 ASSEMBLY, ADD R-38 RIGID INSULATION (7.5" XPS OR EQUAL) FLOOR: 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 DECK ASSEMBLIES DEC D1K: TYP. FRAMED 5/4 DECKING PER OWNER P.T. FRAMING PER STRUCTURAL ROOF/CEILING ASSEMBLIES ROO R1F: TYPICAL TPO ROOF MEMBRANE %" ROOF BOARD %" FURRING STRIPS INFILTRATION BARRIER (TYVEK OR EQUIVALENT) %" ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-38 SPRAY FOAM INSULATION CEILING: TYPICAL C1 /„ GWB CEILING: FIRE-RESISTANT C2 5 TYPE X GWB CEILING: SOFFIT C3 %" FIBER CEMENT PANEL CEILING: 1-HR FIRE-RESISTANT SOFFIT C4 REF. ASSEMBLY: GA FC 5406. REF. 6/A5.5 FOR DETAILS SHEATHING AND NAILING PER STRUCTURAL FRAMING PER STRUCTURAL (2) LAYERS EXTERIOR -RATED TYPE-X GWB %" FIBER CEMENT PANEL CITIZEN DESIGN w a 0 0 V_ z O %O o w vi Z w O Z a rY H = Lf) Z W u L) �o Eu Z •o City of EDMONDS Permit July 12, 2022 BUILDING ARevision 1 11 /28/2022 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 BUILDING A TRANSVERSE SECTION SCALE: 1 /4" = 1 '-0" 1 /4" = 1 ' -0" A401 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 ON COMMERCIAL LEVEL. 7. SEE 4/A5.3 AND 9/A5.5 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. RESERVED. 13. STAIR LANDING, BUILD PER ASSEMBLY F3. 14. METAL CANOPY BY OTHERS. 15. MINI -SPLIT EXTERIOR UNIT ABOVE REFUSE STORAGE. 0 6 (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 z" GWB WALL: 1-HR EXTERIOR W2 REF. ASSEMBLY: UL V311, 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) 1-HR PARTY WALL W3 REF. REFERENCE ASSEMBLY: UL V340. 7/A5.5 FOR DETAILS %" TYPE X GWB CD 2x4 FRAMING PER STRUCTURAL 3%" MINERAL WOOL BATT FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 1"AIR GAP g FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S uwi 3%" MINERAL WOOL BATT 2x4 FRAMING PER STRUCTURAL %" TYPE X GWB WALL: TYP. INTERIOR W4 i GWB FRAMING PER PLAN %" GWB HEIGHT LIMIT rik +30'-91 /4" (+113.90'±) TOP OF ROOF rih +30'-7 3/4" (+113.53'±) THIRD FLOOR SUBFLOOR +21'-0" (+104.12'±) 0 a SECOND LEVEL SUBFLOOR +12'-0" (+95.12'±) 0 iN AVERAGE GRADE rih 4-9 1/4"(+83.90'±) FIRST LEVEL COMMERCIAL S.O.G. 44' (+83.12'±) [ANICA WALL: TED I INSULANTERIOR W5 i GWB 2x6 FRAMING PER PLAN R-21 MIN. BATT INSULATION %" GWB WALL: UNINSULATED EXTERIOR W5 W1 ASSEMBLY, EXCEPT: NO INSULATION WALL: FURRING WALL W6 2x FRAMING PER PLAN %" GWB WALL: INSULATED CONCRETE W7 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL 1" RIGID INSULATION (R-5) TAPED SEAMS PER MFR. 2x FRAMING R-13 MIN. BATT INSULATION z" GWB WALL: UNINSULATED CONCRETE W8 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL FLOOR ASSEMBLIES FLOOR: TYPICAL F1 FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUC'L FLOOR JOISTS PER STRUC'L FLOOR: INSULATED F2 F1 ASSEMBLY, ADD R-38 RIGID INSULATION (7.5" XPS OR EQUAL) FLOOR: 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 DECK ASSEMBLIES DEC D1K: TYP. FRAMED 5/4 DECKING PER OWNER P.T. FRAMING PER STRUCTURAL ROOF/CEILING ASSEMBLIES ROO R1F: TYPICAL TPO ROOF MEMBRANE %" ROOF BOARD %" FURRING STRIPS INFILTRATION BARRIER (TYVEK OR EQUIVALENT) %" ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-38 SPRAY FOAM INSULATION CEILING: TYPICAL C1 /„ GWB CEILING: FIRE-RESISTANT C2 5 TYPE X GWB CEILING: SOFFIT C3 %" FIBER CEMENT PANEL CEILING: 1-HR FIRE-RESISTANT SOFFIT C4 REF. ASSEMBLY: GA FC 5406. REF. 6/A5.5 FOR DETAILS SHEATHING AND NAILING PER STRUCTURAL FRAMING PER STRUCTURAL (2) LAYERS EXTERIOR -RATED TYPE-X GWB %" FIBER CEMENT PANEL CITIZEN DESIGN w a 0 0 V_ z O %O o w vi Z w O Z a Q= H = Lf) Z W u L) �o Eu Z •o City of EDMONDS Permit July 12, 2022 BUILDING ARevision 1 11 /28/2022 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 BUILDING A TRANSVERSE SECTION SCALE: 1 /4" = 1 '-0" 1 /4" = 1 ' -0" A402 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. 15. 0 6 CM 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 ON COMMERCIAL LEVEL. SEE 4/A5.3 AND 9/A5.5 FOR STAIR AND RAILING DETAILS. SEE 8/A5.3 FOR GUARDRAIL DETAILS. POST PER STRUCTURAL. CORBEL PER DETAIL 2/A5.3 STEP PER PLAN. RESERVED. STAIR LANDING, BUILD PER ASSEMBLY F3. METAL CANOPY BY OTHERS. MINI -SPLIT EXTERIOR UNIT ABOVE REFUSE STORAGE. HEIGHT LIMIT +30'-91 /4" (+113.90'±) TOP OF ROOF +30'-7 3/4" (+113.53'±) THIRD FLOOR SUBFLOOR +21'-0" (+104.12'±) SECOND LEVEL SUBFLOOR +12'-0" (+95.12'±) q�_ AVERAGE GRADE FIRST LEVEL COMMERCIAL S.O.G. -0'-0" (+83.12'±) 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 , V3113/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) 1-HR PARTY WALL W3 REF. REFERENCE ASSEMBLY: UL V340. 7/A5.5 FOR DETAILS %" TYPE X GWB M 2x4 FRAMING PER STRUCTURAL 3%" MINERAL WOOL BATT FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 1"AIR GAP 2 FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S LU to 3 z" MINERAL WOOL BATT Q 2x4 FRAMING PER STRUCTURAL i" %" TYPE X GWB W4 WA LL: TYP. INTERIOR GWB FRAMING PER PLAN %" GWB WALL: INSULATED INTERIOR W5 i GWB 2x6 FRAMING PER PLAN R-21 MIN. BATT INSULATION %" GWB WALL: UNINSULATED EXTERIOR W5 W1 ASSEMBLY, EXCEPT: NO INSULATION WALL: FURRING WALL W6 2x FRAMING PER PLAN %" GWB WALL: INSULATED CONCRETE W7 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL 1" RIGID INSULATION (R-5) TAPED SEAMS PER MFR. 2x FRAMING R-13 MIN. BATT INSULATION %" GWB WALL: UNINSULATED CONCRETE W8 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL FLOOR ASSEMBLIES FLOOR: TYPICAL F1 FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUC'L FLOOR JOISTS PER STRUC'L FLOOR: INSULATED F2 F1 ASSEMBLY, ADD R-38 RIGID INSULATION (7.5" XPS OR EQUAL) 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 INSULATION 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 %" ROOF BOARD %" FURRING STRIPS INFILTRATION BARRIER (TYVEK OR EQUIVALENT) %" ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-38 SPRAY FOAM INSULATION CEILING: TYPICAL C1 Y.. GWB <��ILING: FIRE-RESISTANT %'TYPE X GWB CEILING: SOFFIT C3 %" FIBER CEMENT PANEL CEILING: 1-HR FIRE-RESISTANT SOFFIT C4 REF. ASSEMBLY: GA FC 5406. REF. 6/A5.5 FOR DETAILS SHEATHING AND NAILING PER STRUCTURAL FRAMING PER STRUCTURAL (2) LAYERS EXTERIOR -RATED TYPE-X GWB %" FIBER CEMENT PANEL CITIZEN DESIGN a 0 0 z O �O o w vi z LLI O Z) z LU Q H = Z LLj ~ OU z'o "o W j z �o City of EDMONDS Permit July 12, 2022 BUILDING 1l Revision 1 11 /28/2022 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: UNIT Al SCALE: AS NOTED BUILDING A UNIT Al LONGITUDINAL SECTION SCALE: 1 /4" = 1 '-0" BUILDING A UNIT Al LONGITUDINAL SECTION 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. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 0 0 M 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 ON COMMERCIAL LEVEL. SEE 4/A5.3 AND 9/A5.5 FOR STAIR AND RAILING DETAILS. SEE 8/A5.3 FOR GUARDRAIL DETAILS. POST PER STRUCTURAL. CORBEL PER DETAIL 2/A5.3 STEP PER PLAN. RESERVED. STAIR LANDING, BUILD PER ASSEMBLY F3. METAL CANOPY BY OTHERS. MINI -SPLIT EXTERIOR UNIT ABOVE REFUSE STORAGE. HEIGHT LIMIT TOP OF ROOF +30'-7 3/4" (+113.53'±) THIRD FLOOR SUBFLOOR +21'-0" (+104.12'±) SECOND LEVEL SUBFLOOR +12'-0" (+95.12'±) AVERAGE GRADE FIRST LEVEL COMMERCIAL S.O.G. 44' (+83.12'±) 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 z" GWB WALL: 1-HR EXTERIOR W2 REF. ASSEMBLY: UL V311, 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) 1-HR PARTY WALL W3 REF. REFERENCE ASSEMBLY: UL V340. 7/A5.5 FOR DETAILS %" TYPE X GWB CD 2x4 FRAMING PER STRUCTURAL 3%" MINERAL WOOL BATT FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 1"AIR GAP g FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S uwi 3%" MINERAL WOOL BATT 2x4 FRAMING PER STRUCTURAL %" TYPE X GWB WALL: TYP. INTERIOR W4 i GWB FRAMING PER PLAN %" GWB WALL: TED I INSULANTERIOR W5 i GWB 2x6 FRAMING PER PLAN R-21 MIN. BATT INSULATION %" GWB WALL: UNINSULATED EXTERIOR W5 W1 ASSEMBLY, EXCEPT: NO INSULATION WALL: FURRING WALL W6 2x FRAMING PER PLAN %" GWB WALL: INSULATED CONCRETE W7 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL 1" RIGID INSULATION (R-5) TAPED SEAMS PER MFR. 2x FRAMING R-13 MIN. BATT INSULATION z" GWB WALL: UNINSULATED CONCRETE W8 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL FLOOR ASSEMBLIES FLOOR: TYPICAL F1 FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUC'L FLOOR JOISTS PER STRUC'L FLOOR: INSULATED F2 F1 ASSEMBLY, ADD R-38 RIGID INSULATION (7.5" XPS OR EQUAL) 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 INSULATION 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 ROO R1F: TYPICAL TPO ROOF MEMBRANE %" ROOF BOARD %" FURRING STRIPS INFILTRATION BARRIER (TYVEK OR EQUIVALENT) %" ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-38 SPRAY FOAM INSULATION CEILING: TYPICAL C1 /„ GWB CEILING: FIRE-RESISTANT C2 5 TYPE X GWB CEILING: SOFFIT C3 %" FIBER CEMENT PANEL CEILING: 1-HR FIRE-RESISTANT SOFFIT C4 REF. ASSEMBLY: GA FC 5406. REF. 6/A5.5 FOR DETAILS SHEATHING AND NAILING PER STRUCTURAL FRAMING PER STRUCTURAL (2) LAYERS EXTERIOR -RATED TYPE-X GWB %" FIBER CEMENT PANEL CITIZEN DESIGN w a 0 0 V_ z O %%0 0 w U0 Z w O Z a rY H = Lf) Z W u L) �o Eu Z •o City of EDMONDS Permit July 12, 2022 BUILDING ARevision 1 11 /28/2022 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: UNITA2 SCALE: AS NOTED BUILDING A UNIT A2 LONGITUDINAL SECTION SCALE: 1 /4" = 1 '-0" BUILDING A UNIT A2 LONGITUDINAL SECTION SCALE: 1 /4" = 1 '-0" 1 /4" = 1 ' -0" A404 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. 15. 0 0 M 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 ON COMMERCIAL LEVEL. SEE 4/A5.3 AND 9/A5.5 FOR STAIR AND RAILING DETAILS. SEE 8/A5.3 FOR GUARDRAIL DETAILS. POST PER STRUCTURAL. CORBEL PER DETAIL 2/A5.3 STEP PER PLAN. RESERVED. STAIR LANDING, BUILD PER ASSEMBLY F3. METAL CANOPY BY OTHERS. MINI -SPLIT EXTERIOR UNIT ABOVE REFUSE STORAGE. HEIGHT LIMIT +30'-91/4" (+113.90'±) TOP OF ROOF +30'-7 3/4" (+113.53'±) THIRD FLOOR SUBFLOOR +21'-0" (+104.12'±) SECOND LEVEL SUBFLOOR +12'-0" (+95.12'±) AVERAGE GRADE FIRST LEVEL COMMERCIAL S.O.G. 44' (+83.12'±) 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 z" GWB WALL: 1-HR EXTERIOR W2 REF. ASSEMBLY: UL V311, 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) 1-HR PARTY WALL W3 REF. REFERENCE ASSEMBLY: UL V340. 7/A5.5 FOR DETAILS %" TYPE X GWB CD 2x4 FRAMING PER STRUCTURAL 3%" MINERAL WOOL BATT FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 1"AIR GAP g FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S uwi 3%" MINERAL WOOL BATT 2x4 FRAMING PER STRUCTURAL %" TYPE X GWB WALL: TYP. INTERIOR W4 i GWB FRAMING PER PLAN %" GWB WALL: TED I INSULANTERIOR W5 i GWB 2x6 FRAMING PER PLAN R-21 MIN. BATT INSULATION %" GWB WALL: UNINSULATED EXTERIOR W5 W1 ASSEMBLY, EXCEPT: NO INSULATION WALL: FURRING WALL W6 2x FRAMING PER PLAN %" GWB WALL: INSULATED CONCRETE W7 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL 1" RIGID INSULATION (R-5) TAPED SEAMS PER MFR. 2x FRAMING R-13 MIN. BATT INSULATION z" GWB WALL: UNINSULATED CONCRETE W8 DRAINBOARD (BELOW GRADE) FLUID APPLIED WATERPROOFING (BELOW GRADE) CONCRETE WALL PER STRUCTURAL FLOOR ASSEMBLIES FLOOR: TYPICAL F1 FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUC'L FLOOR JOISTS PER STRUC'L FLOOR: INSULATED F2 F1 ASSEMBLY, ADD R-38 RIGID INSULATION (7.5" XPS OR EQUAL) FLOOR: 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 DECK ASSEMBLIES DEC D1K: TYP. FRAMED 5/4 DECKING PER OWNER P.T. FRAMING PER STRUCTURAL ROOF/CEILING ASSEMBLIES ROO R1F: TYPICAL TPO ROOF MEMBRANE %" ROOF BOARD %" FURRING STRIPS INFILTRATION BARRIER (TYVEK OR EQUIVALENT) %" ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-38 SPRAY FOAM INSULATION CEILING: TYPICAL C1 /„ GWB CEILING: FIRE-RESISTANT C2 5 TYPE X GWB CEILING: SOFFIT C3 %" FIBER CEMENT PANEL CEILING: 1-HR FIRE-RESISTANT SOFFIT C4 REF. ASSEMBLY: GA FC 5406. REF. 6/A5.5 FOR DETAILS SHEATHING AND NAILING PER STRUCTURAL FRAMING PER STRUCTURAL (2) LAYERS EXTERIOR -RATED TYPE-X GWB %" FIBER CEMENT PANEL CITIZEN DESIGN w a 0 0 V_ z O %%0 0 w U0 Z w O Z a rY H = Lf) Z W u L) �o Eu Z •o City of EDMONDS Permit July 12, 2022 BUILDING ARevision 1 11 /28/2022 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: UNITA3 SCALE: AS NOTED BUILDING A UNIT A3 LONGITUDINAL SECTION SCALE: 1 /4" = 1 '-0" BUILDING A UNIT A3 LONGITUDINAL SECTION SCALE: 1 /4" = 1 '-0" 1 /4" = 1 ' -0" A405 TYPICAL ROOF (R1) TPO ROOF MEMBRANE %" ROOF BOARD %" FURRING STRIPS I� INFILTRATION BARRIER (TYVEK OR EQ.) ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-38 SPRAY FOAM INSULATION 6 A5.3 4 SIM. A5.5 REDUCE DEPTH OF BELLY BAND TO %" 12 SIM. A5.5 REDUCE DEPTH OF BELLY BAND TO 4" ra; LIVING ROOM EXTERIOR WALL 1-HOUR RATED (W2) REF. ASSEMBLY: UL V311 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 STRUC'L FLOOR JOISTS PER STRUC'L JT BED #1 EXTERIOR WALL 1-HOUR RATED (W2) REF. ASSEMBLY: UL V311 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 STRUC'L FLOOR JOISTS PER STRUC'L WORK SUITE EXTERIOR WALL 1-HOUR RATED (W2) REF. ASSEMBLY: UL V311 FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 2x FRAMING, PER STRUCTURAL R-21 MIN. BATT INSULATION %" TYPE X GWB — 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 L� FOOTING DRAIN SIM. TO 12/A5.3 ° PIN PILE CONNECTION PER STRUC'L PIN PILE PER STRUC'L (E) RETAINING WALL TO REMAIN NOTE: SIDING MATERIALS AND TRIM OFFSET FOR CLARITY. DO NOT CROSS THE PROPERTY LINE WITHOUT APPROVAL OF ABUTTING OWNER. TYP. NORTH EXTERIOR WALL SECTION SCALE: 1 /2" = 1 '-0" TYPICAL ROOF (R1) TPO ROOF MEMBRANE %" ROOF BOARD %" FURRING STRIPS INFILTRATION BARRIER (TYVEK OR EQ.) ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-38 SPRAY FOAM INSULATION DINING WINDOW PER ELEVATION TYPICAL FLOOR (F1) FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUC'L QAi FLOOR JOISTS PER STRUC'L �� '� 1 JPROVIDE 2x6 BELLY BAND SIM. TO 4/A5.5 BED #1 ` �► WINDOW PER ELEVATION TYPICAL FLOOR (F1) FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUC'L FLOOR JOISTS PER STRUC'L WORK SUITE TYPICAL EXTERIOR WALL (W1) TYPICAL ROOF (R1) TPO ROOF MEMBRANE z" ROOF BOARD %" FURRING STRIPS INFILTRATION BARRIER (TYVEK OR EQ.) R ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL 2 R-38 SPRAY FOAM INSULATION A5.3 POWDER TYPICAL EXTERIOR WALL (W1) 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 STRUC'L 4Ai 1 FLOOR JOISTS PER STRUC'L , � L� J LAUNDRY 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 STRUC'L FLOOR JOISTS PER STRUC'L CLOSET TYPICAL EXTERIOR WALL (W1) SIDING PER ELEVATION SIDING PER ELEVATION INFILTRATION BARRIER (TYVEK OR EQUIV.) INFILTRATION BARRIER (TYVEK OR EQUIV.) PLYWOOD SHEATHING PER STRUCTURAL PLYWOOD SHEATHING PER STRUCTURAL 2x FRAMING PER STRUCTURAL 2x FRAMING PER STRUCTURAL R-21 MIN. BATT INSULATION R-21 MIN. BATT INSULATION %" GWB %" GWB 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 I I I DOOR PER ELEVATION 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 SIM. ENTIRE SLAB W/ TAPERED THERMAL BREAK A5.4 A5 3 4" COMPACTED GRAVEL 2% MIN TYPICAL ROOF (R1) TPO ROOF MEMBRANE %" ROOF BOARD %" FURRING STRIPS INFILTRATION BARRIER (TYVEK OR EQ.) ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-38 SPRAY FOAM INSULATION POWDER WALL: (2) 1-HOUR PARTY WALL (W3) REFERENCE ASSEMBLY: UL V340 %" TYPE X GWB 2x4 FRAMING PER STRUCTURAL 3%" MINERAL WOOL BATT FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 1" AIR GAP FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 3%" MINERAL WOOL BATT 2x4 FRAMING PER STRUCTURAL %" TYPE X GWB TYPICAL FLOOR (F1) FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUC'L FLOOR JOISTS PER STRUC'L LAUNDRY WALL: (2) 1-HOUR PARTY WALL (W3) — REFERENCE ASSEMBLY: UL V340 %" TYPE X GWB 2x4 FRAMING PER STRUCTURAL 3%" MINERAL WOOL BATT FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 1" AIR GAP FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 3%" MINERAL WOOL BATT 2x4 FRAMING PER STRUCTURAL %" TYPE X GWB TYPICAL FLOOR (F1) FINISH FLOORING PER OWNER 45A SHEATHING & NAILING PER STRUC'L FLOOR JOISTS PER STRUC'L ENTRY WALL: (2) 1-HOUR PARTY WALL (W3) — REFERENCE ASSEMBLY: UL V340 %" TYPE X GWB 2x4 FRAMING PER STRUCTURAL 1 3%" MINERAL WOOL BATT A5.4 FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 1" AIR GAP FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S WINDOW PER 3%" MINERAL WOOL BATT ELEVATION 2x4 FRAMING PER STRUCTURAL %" TYPE X GWB 9 A5.4 INSULATED SLAB ON GRADE (F3) CONCRETE SLAB PER STRUCTURAL VAPOR BARRIER (10 MIL MIN.), TAPE SEAMS w/ VINYL SEAM TAPE 10 12 R-10 (2" XPS MIN.) RIGID INSULATION A5.4 A5.3 SIM. UNDER ENTIRE SLAB 4" COMPACTED GRAVEL 2% TYPICAL ROOF (R1) TPO ROOF MEMBRANE z" ROOF BOARD %" FURRING STRIPS # INFILTRATION BARRIER (TYVEK OR EQ.) 4A� ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-38 SPRAY FOAM INSULATION mri JI _ LIVING ROOM BED #1 WORK SUITE moo PIN PILE PER STRUC'L 1 1/2" PIN PILE PER STRUC'L ' 1 1/2" I NOTE: SIDING MATERIALS AND TRIM OFFSET FOR CLARITY. DO NOT CROSS THE PROPERTY LINE WITHOUT APPROVAL OF THE CITY OF EDMONDS. EAST EXTERIOR WALL SECTION AT DOOR SCALE: 1 /2" = 1 '-0" NOTE: SIDING MATERIALS AND TRIM OFFSET FOR CLARITY. DO NOT CROSS THE PROPERTY LINE WITHOUT APPROVAL OF THE CITY OF EDMONDS. TYP. EAST EXTERIOR WALL SECTION SCALE: 1 /2" = 1 '-0" 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 TYP. PARTY WALL SECTION SCALE: 1 /2" = V-0" PIN PILE PER STRUC'L CITIZEN DESIGN w a 0 Z O 0 w 0 Z w O Z) Z a H = U0 Z W u OU � o ED Z •o City of EDMONDS Permit July 12, 2022 BUILDING Revision 1 11 /28/2022 \ 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 TYPICAL ROOF (131) TPO ROOF MEMBRANE %" ROOF BOARD %" FURRING STRIPS INFILTRATION BARRIER (TYVEK OR EQ.) ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-38 SPRAY FOAM INSULATION 'IHI 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) 6 FINISH FLOORING PER OWNER SHEATHING & NAILING PER STRUC'L 4 FLOOR JOISTS PER STRUC'L A5.5 u 1 LAUNDRY 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 STRUC'L 12 FLOOR JOISTS PER STRUC'L A5.5 1 ENTRY TYPICAL EXTERIOR WALL (W1) SIDING PER ELEVATION INFILTRATION BARRIER (TYVEK OR EQUIV.) PLYWOOD SHEATHING PER STRUCTURAL 2x FRAMING PER STRUCTURAL R-21 MIN. BATT INSULATION %" GWB INSULATED SLAB ON GRADE (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 I�l 11 12 A5.4 A5.3 1 2% PIN PILE PER STRUC'L Tvninni nnnr Ml] 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 TYPICAL ROOF (R1) TPO ROOF MEMBRANE 4" ROOF BOARD %" FURRING STRIPS F� INFILTRATION BARRIER (TYVEK OR EQ.) ROOF SHEATHING PER STRUCTURAL RAFTERS PER STRUCTURAL R-38 SPRAY FOAM INSULATION • LIVING ROOM EXTERIOR WALL 1-HOUR RATED (W2) REF. ASSEMBLY: UL V311 FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 2x FRAMING, PER STRUCTURAL R-21 MIN. BATT INSULATION 4" TYPE X GWB TYPICAL FLOOR (F1) FINISH FLOORING PER OWNER SIM. A5 5 SHEATHING & NAILING PER STRUC'L FLOOR JOISTS PER STRUC'L REDUCE DEPTH OF BELLY BAND TO 4" Ayy\,� F BED #1 EXTERIOR WALL 1-HOUR RATED (W2) REF. ASSEMBLY: UL V311 FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 2x FRAMING, PER STRUCTURAL R-21 MIN. BATT INSULATION /.) 4" TYPE X GWB I I TYPICAL FLOOR (F1) IAL) FINISH FLOORING PER OWNER 12 SHEATHING &NAILING PER STRUC'L SIM. A5.5 FLOOR JOISTS PER STRUC'L REDUCE DEPTH OF BELLY BAND TO 4" WORK SUITE CAL EXTERIOR WALL 1-HOUR RATED (W2) REF. ASSEMBLY: UL V311 FLAMEBLOCK SHEATHING INSTALLED PER MFR REC'S 2x FRAMING, PER STRUCTURAL R-21 MIN. BATT INSULATION 4" TYPE X GWB 8 SIM. A5.5 REDUCE DEPTH OF LEDGER TO 1%" 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 12 11 ENTIRE SLAB W/ TAPERED THERMAL BREAK SIM. A5.3 A5.4 4" COMPACTED GRAVEL 2% MIN. PIN PILE PER STRUC'L NOTE: SIDING MATERIALS AND TRIM OFFSET FOR CLARITY. DO NOT CROSS THE PROPERTY LINE WITHOUT APPROVAL OF ABUTTING OWNER. CITIZEN DESIGN w a 0 z O 0 w u7 Z w O Z) Z a z W L0 O .o w z •o City of EDMONDS Permit July 12, 2022 BUILDING 2L Revision 1 11 /28/2022 ZL 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 WALL SECTIONS SCALE: AS NOTED TYP. SOUTH EXTERIOR WALL SECTION SCALE: 1 /2" = 1 '-0" TYP. WEST EXTERIOR WALL SECTION SCALE: 1 /2" = 1 '-0" NORTH EXT. WALL SEC.: HIGH GRADE SCALE: 1 /2" = 1 '-0" A502 9'' METAL DRIP EDGE FLASHING FLEXIBLE FLASHING ICE + WATER SHIELD TPO ROOFING 1 x WOOD FASCIA 1x6TRIM PER ELEVATION TYP. CORNICE A5.3 SCALE: I" = 1 '-0" REFERENCE STANDARD: ICC ESR-4676 ASSEMBLY 1 ASSEMBLY R1 PER SECTION ASSEMBLY Wl PER SECTION "EVERGUARD TPO" AS MANUF'D BY GAF ACHIEVES A CLASS A RATING WHEN INSTALLED PER MFR'S SPECS. # J J TQ 9 4'-0" MIN. -T- 4'-0" MIN. (1) LAYER %" GWB 2x FIREBLOCKING (TYP) ASSEMBLY R1 PER SECTION ASSEMBLY W3 PER SECTION 1194 :19I81 a 1►191» G4 »_V FIRE -RETARDANT -TREATED SHEATHING PER STRUC'L 0%2" PLYWOOD) FOR 48" EACH SIDE OF PARTY WALL TYP. PARTY WALL TERMINATION SCALE: 3/4"=1 '-0" lx WOOD TRIM TPO ROOFING OUTRIGGER PER STRUC'L ASSEMBLY R1 PER SECTION ASSEMBLY W1 PER SECTION 1n VVv 1 flJ lrl/"1 FIBER CEMENT SOFFIT PER ELEVATION DECORATIVE CORBEL PAINT TO MATCH SOFFIT TYP. EAVE AND CORBEL SCALE: 1 " = 1 '-0" 1 x6 TRIM RIM PER STRUC'L FIREBLOCKING WHERE WALL BELOW IS FIRE -RATED SIDING PER ELEVATION INFILTRATION BARRIER BLOCKING PER STRUC'L 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" METAL DRIP EDGE FLASHING FLEXIBLE FLASHING ICE + WATER SHIELD TPO ROOFING ASSEMBLY R1 PER SECTION ASSEMBLYWI PER SECTION TYP. ZERO-EAVE ROOF CONDITION SCALE: 1 " = 1 '-0" WALL ASSEMBLY PER SECTION SIDING PER ELEVATION FULL DEPTH INSULATION R-30 MIN. INFILTRATION BARRIER FLEXIBLE FLASHING METAL FLASHING WRAP WRB AROUND CORNER BEHIND FLASHING SOFFIT PER ELEVATION WALL TO SOFFIT TRANSITION SCALE: I" = 1 '-0" OVERFLOW SLOT W/ HEMMED LIP BOX SCUPPER SCALE: 1 " = 1 '-0" Ix6 NAILER RIM PER STRUC'L FIREBLOCKING WHERE WALL BELOW IS FIRE -RATED 6" BOX GUTTER DOWNSPOUT (WHERE OCCURS) SIDING PER ELEVATION INFILTRATION BARRIER METAL ROOF SCUPPER BOX W/ OVERFLOW SLOT PER MFR DOWNSPOUT TO TIGHTLINE PER PLAN METAL DRIP EDGE FLASHING FLEXIBLE FLASHING ICE + WATER SHIELD TPO ROOFING ASSEMBLY R1 PER SECTION ASSEMBLYWI PER SECTION TYP. ZERO-EAVE GUTTER 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 BUILDING WALL STORM DRAIN WYE TYP. DOWNSPOUT CONNECTION SCALE: I" = 1 '-0" FINISHED FLOOR (-4 TYP. STAIR SCALE: 1 " = 1 '-0" METAL RAIL PER MFR METAL INTERMEDIATE MEMBER PER MFR BASE PLATE CONNECTION PER STRUCTURAL BEAM PER STRUCTURAL 6" MIN. a PER SECTION 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 a v�o a d d � \ � o 0 TYP. FOOTING DRAIN SCALE: I" = 1 '-0" INTERIOR SLAB F3 (WHERE OCCURS) FOOTING AND STEM WALL PER STRUC'L CITIZEN EI�N a 0 Z O 0 w V7 Z w O Z) Z Q H = Z W u OU � o ED z •o City of EDMONDS Permit July 12, 2022 BUILDING ZL Revision 1 11 /28/2022 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 DETAILS SCALE: AS NOTED A503 INFILTRATION BARRIER SIDING PER ELEVATION FLEXIBLE FLASHING 1x4TRIM PER ELEVATION METAL FLASHING TYPICAL WINDOW HEADER SCALE: 3" = 1'-0" TYPICAL WINDOW JAMB. SCALE: 3" = 1'-0" 1x4 TRIM PER ELEVATION FLEXIBLE FLASHING INFILTRATION BARRIER SIDING PER ELEVATION TYPICAL WINDOW SILL SCALE: 3" = 1'-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 StALAN I FLUSH SILL AND HEADER SCALE: 3" = 1'-0" IA" 11\IM FL1%... VM11V11 `6� HARDIE OUTSIDE CORNER SCALE: 3" = 1'-0" FINISH PER OWNER WOOD SILL z" GWB I All Q l Lz 0 7- COJ V W N LU U w L a Z AV 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 r 1 1/2" MIN. / SLOPE / 2% X X LOW CLEARANCE SIDING BASE SCALE: 3" = 1'-0" DOOR PER PLAN NOTCH FOUNDATION TO RECEIVE DOOR SILL PER MFR CONCRETE COLD JOINT LOPS 2% J O SLIDING DOOR SILL @ CONC SCALE: 3" = 1'-0" IeF311gvul 1WATITA■»:4�x811150 1 FINISH BED DRAIN PIPE IN COMPACTED GRAVEL TO POC @ 2% MIN — INSULATED SLAB ON GRADE (F3) PER SECTION 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" = 1'-0" METAL 4"0 ROOF DOWNSPOUT PER PLAN %DECKING PER ASS'Y D1 REF. 11/A5.4 FOR SIDING BASE DETAIL a PAVEMENT PER CIVIL 4 RIM JOIST PER STRUC'L ° a CONNECTION ° — PER STRUC'L DRAIN TO PENETRATE BOLT -ON BALCONY / FOUNDATION WALL / BY OTHERS PER STRUC'L \ \�j\�j\�j\�j\�j\�j BACKER ROD AND SEALANT BLOCKING AS NECESSARY DRAIN PIPE AT FOUNDATION SCALE: 1" = 1'-0" TYP. SIDING BASE SCALE: 3" = 1'-0" PLASTER SIDING PER ELEVATION WIRE MESH LATH CEMENT BACKER BOARD INFILTRATION BARRIER DOOR AT DECK SCALE: 3" = 1'-0" FINISH PER OWNER V Q LLz O a J U_( m W U0 LU L w RIM 4TION :R DOOR PER PLAN ACCESSIBLE THRESHOLD REQUIRED) (WHERE CONCRETE COLD JOINT SLOPE 2% H Z C W 2 , W a J cod SWINGING DOOR SILL @ CONC SCALE: 3" = 1'-0" CITIZEN DESIGN w Q Ln Z O 0 w U0 Z w O Z) Z Q Z W LO L) �o Eu Z •o City of EDMONDS Permit July 12, 2022 BUILDING ARevision 1 11 /28/2022 Revision 2 04/25/2023 223 A33Revision 3 08/31 /2023 RESUB 8/31 /2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FOR PLANNING DEPT USE ONLY DETAILS SCALE: AS NOTED A504 ROD, BRACKET, CLEVIS AND CONNECTION PER 5/S3.3 RUN TPO OVERTOP OF FLASHING WRAP SHEET METAL FLASHING AROUND TOP FLANGE OF BREAK SHAPE SHEET METAL BREAK SHAPE TO FORM CHANNEL PROFILE BEAM PER STRUCTURAL FRAMING AND SHEATHING PER STRUCTURAL RIPPED TO SLOPE SOFFIT R-2 PER ELEVATION ENTRY CAN 0 PY SCALE: I" = 1 '-0" NOTE: HANDRAIL ENDS SHALL RETURN TO THE WALL OR TERMINATE IN NEWEL POSTS OR SAFETY TERMINALS. NOTE: REF. DECK MOUNTED HANDRAIL, RIGHT, FOR EXTENSION RETURN REQ'S. 2%"O x%" S.S. PLATE C/W 2 BOLTS & CINCH ANCHORS PER PLATE FASTENED TO WALL, MAX 3'-0" O.C. TYP. TYP. HANDRAIL. SCALE: 1 " = 1 '-0" 1%"0 HANDRAIL (PROVIDE V-0" EXTENSIONS TOP & BOTTOM) %" 0 S.S. HANDRAIL SUPPORT y_[�l�il�►�4e1�� FLOOR, RAMP OR STAIR WALL MOUNTED i R 0D CM i z_ M M EXTENSION RETURN TO GUARD OR FL ANSI A117.1-2C �i 12" (MIN) LASHING 1%"0 HANDRAIL (PROVIDE 1'-0" EXTENSIONS TOP & BOTTOM) HANDRAIL CONTINUOUS AT SUPPORT _ 2 S SHALL A WALL, 1%"O HANDRAIL SUPPORT 00 PER MFR DOR PER 39 505.10 z g BASEPLATE CONNECTION PER MFR M EDGE PROTECTION PER ANSI A117.1-2009 405.9 FLOOR, RAMP OR STAIR DECK MOUNTED %" TYPE X GWB ABOVE AND BELOW FLOOR R-21 MIN. BATT INSULATION 2x FIREBLOCKING RIM JOIST PER STRUC'L INFILTRATION BARRIER FIRE -RATED SHEATHING INSTALLED PER MFR REC'S. (LP FLAMEBLOCK OR APPROVED EQUAL) 1-HR EXTERIOR WALL SCALE: 3" = 1'-0" %" TYPE X GWB FINISH FLOOR 2x FIREBLOCKING FIRE -RATED SHEATHING INSTALLED PER MFR REC'S. (LP FLAMEBLOCK OR APPROVED EQUAL) %" GWB CEILING %" TYPE X GWB RESILIENT CHANNEL FINISH FLOOR 2x FIREBLOCKING RIM JOIST PER STRUC'L %" TYPE X GWB FIBER CEMENT PANEL SOFFIT METAL FLASHING SIDING PER ELEVATION (2) 1 - H R PARTY WALL SCALE: 3" = 1'-0" 1-HR FIRE-RESISTANT SOFFIT SCALE: 3" = 1'-0" RFF. UL V340 ADD'L REQ'S U350 ;ATION B L REQ'S 'S TYP. SIDES 1x4 TRIM PER ELEVATION 07-11Q:IIwa 1_V1 Nl9:1:4 211"TA I D]►I 1x4 TRIM PER ELEVATION RIM JOIST PER STRUC'L SIDING PER ELEVATION INFILTRATION BARRIER TYPICAL BELLY BAND TRIM SCALE: 3" = 1'-0" BRICK VENEER SIDING PER ELEVATION INFILTRATION BARRIER METAL FLASHING WRAP LATH AND PLASTER AROUND LEDGER 2x4 P.T. LEDGER w/ TOP EDGE RIPPED TO SLOPE PLASTER PER ELEVATION WIRE MESH LATH CEMENT BACKER BOARD BRICK TO PLASTER TRANSITION SCALE: 3" = 1 '-0" SIDING PER ELEVATION INFILTRATION BARRIER 1x4 TRIM PER ELEVATION 2x6 TRIM PER ELEVATION BACKER ROD AND SEALANT A:I Ul��rf BRICK VENEER SIDING PER ELEVATION BRICK TO HARDIE TRANSITION SCALE: 3" = 1 '-0" CITIZEN DESIGN a Z O 0 W u7 Z W O Z) Z a H = Z W u L) o W � Z •o City of EDMONDS Permit July 12, 2022 BUILDING ARevision 1 11 /28/2022 Revision 2 04/25/2023 223 ZL 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 PLAN NOTES 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. Iv 15. 16. 17. 18. 19. 20. 21. ALL DIMENSIONS ARE TO FACE OF FRAMING OR FOUNDATION (U.N.O.) DO NOT SCALE DRAWINGS. USE GIVEN DIMENSIONS. SEE SHEET A0.1 FOR GENERAL ARCHITECTURAL NOTES. ALL INTERIOR WALLS 2x4 FRAMING U.N.O. NOT USED NOT USED NOT USED THE CENTERLINE OF THE WATER CLOSET SHALL BE LOCATED 16" MINIMUM TO 18" MAXIMUM FROM THE SIDEWALL OR PARTITION. Al 17.1-2009 SECTION 604.2 CLEARANCE AROUND A WATER CLOSET SHALL BE 60 INCHES MINIMUM MEASURED PERPENDICULAR FROM THE SIDE WALL AND 56" MINIMUM MEASURED PERPENDICULAR FROM THE REAR WALL. NO OTHER FIXTURES OR OBSTRUCTIONS SHALL BE LOCATED WITHIN THE REQUIRED WATER CLOSET CLEARANCE. Al 17.1-2009 SECTION 604.3.2 NOT USED LAVATORIES ADJACENT TO A SIDEWALL OR A PARTITION SHALL HAVE A MINIMUM DISTANCE OF 18" TO CENTERLINE OF FIXTURE. Al 17.1-2009 SECTION 606.6 PROVIDE MINIMUM 30"X48" CLEAR SPACE FOR FORWARD APPROACH TO FRONT OF FIXTURE. CLEAR SPACE SHALL ADJOIN OR OVERLAP AN ACCESSIBLE ROUTE AND EXTEND A MAXIMUM OF 19" UNDER THE LAVATORY. Al17.1-2009 SECTION 305.5, Al 17.1-2009 SECTION 306, Al 17.1-2009 SECTION 606.2 PROVIDE GRAB BARS ON THE SIDE WALL CLOSEST TO THE WATER CLOSET AND ON THE REAR WALL. INSTALL PER ABSOLUTE AND MINIMUM DIMENSIONS INDICATED. GRAB BARS SHALL NOT PROJECT MORE THAN 3" INTO THE REQUIRED CLEAR FLOOR SPACE AND SHALL BE SECURELY ATTACHED AND MOUNTED AT 33"MINIMUM TO 36" MAXIMUM TO THE CENTER OF THE BAR ABOVE AND PARALLEL TO THE FLOOR. THE SPACE BETWEEN GRAB BAR AND THE TOP OF THE TOILET TANK IS 1 1/2". THE DIAMETER OR WIDTH OF THE GRIPPING SURFACES OF THE GRAB BAR ARE 1 1/4" TO 2" OR A SHAPE PROVIDING EQUIVALENT GRIPPING SURFACE. THE CLEARANCE BETWEEN THE GRAB BAR AND WALL IS 1 1 /2". THE GRAB BAR AND ANY WALL OR OTHER SURFACE ADJACENT TO IT IS FREE OF ANY SHARP OR ABRASIVE ELEMENTS AND ANY EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". GRAB BARS SHALL NOT ROTATE IN THEIR FITTINGS. Al 17.1-2009 SECTION 604.5. 609 TOILET TISSUE DISPENSER: B-2730 BY BOBRICK OR EQUAL, SHALL BE LOCATED ON THE SIDE WALL BELOW THE GRAB BAR WITHIN 7"-9" OF THE FRONT EDGE OF THE TOILET SEAT, MEASURED FROM CENTERLINE OF FIXTURE. OUTLET SHALL BE LOCATED 14" - 19" ABOVE FINISH FLOOR Al 17.1-2009 SECTION 604.9.6 PROVIDE MINIMUM 30"X48" CLEAR SPACE FOR PARALLEL OR FORWARD APPROACH TO ACCESSORIES. OPERABLE PARTS OF ACCESSORIES SHALL BE LOCATED 40" MAXIMUM ABOVE THE FLOOR. Al 17.1-2009 SECTION 603.5 PROVIDE ALL REQUIRED IDENTIFICATION SIGNS FOR SANITARY FACILITIES AT ACCESSIBLE RESTROOMS TO INCLUDE DOOR MOUNTED SIGNAGE AND WALL MOUNTED SIGNAGE, PER Al 17.1-2009 SECTION 703. TOILET ROOM FLOOR SURFACES ARE SMOOTH, HARD AND NON -ABSORBENT EXTENDING UPWARD A MINIMUM OF 5" ONTO WALLS. TOILET ROOM WALL SURFACES ARE SMOOTH, HARD AND NON -ABSORBENT TO A HEIGHT OF 48" AND ARE NOT ADVERSELY AFFECTED BY MOISTURE, COMPLIANT WITH UPC 1209.2.2. TEMPERED GLASS MIRROR, INSTALL SUCH THAT THE BOTTOM EDGE OF THE REFLECTING SURFACE IS LOCATED 40" MAXIMUM ABOVE THE FLOOR. Al 17.1-2009 SECTION 603.3 SINKS SHALL BE INSTALLED SUCH THAT THE HIGHER OF THE RIM OR COUNTER IS 34" MAXIMUM HEIGHT ABOVE THE FLOOR SURFACE PER Al 17.1-2009 SECTION 606.3 AND WHERE A FORWARD APPROACH IS REQUIRED PROVIDE TOE AND KNEE CLEARANCE PER SECTION 306 PROVIDE KNEE CLEARANCE UNDER THE SINK A MINIMUM 27" HIGH, 30" WIDE, AND 19" DEEP. ALL WATER SUPPLY AND DRAIN PIPES EXPOSED UNDER LAVATORIESISINKS MUST BE INSULATED OR OTHERWISE CONFIGURED TO PROTECT AGAINST CONTACT. THE SPACE UNDER SINKS SHALL BE FREE FROM SHARP OR ABRASIVE SURFACES PER Al 17.1-2009 SECTION 606.5. KNEE SPACE SHALL ALSO INCLUDE TOE CLEARANCE COMPLYING WITH SECTION 306. GRAB BARS �2 ADA COUNTER & SINK L/ ADA FAUCET LJ ADA MIRROR �5 ADATOILET ADA TOILET PAPER DISPENSER CITIZEN DESIGN C3 Z O C3 W Z W O Z o' z W L0 O .o W -2 z M .o City of EDMONDS Permit July 12, 2022 BUILDING A ARevision 1 11 /28/2022 22 Revision 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 TYPICAL ADA FIXTURES SCALE: 1 /2" = 1 '-0" 2 ENLARGED ADA RESTROOM A6.1 SCALE: 1 /2" = 1 '-0" 0 1 2 4 1/2" =1'-0" A601 WINDOW TYPES WIDTH A: FIXED WIDTH x c� w x C:CASEMENT BUILDING A WINDOW SCHEDULE L1 WIDTH HEIGHT HEADER TYPE FRAME GLAZING U-VALUE NOTES A-1 6'-3" 5'-0" 8'-0" A VINYL IGU 0.28 A-2 3'-0" 5'-0" 8'-0" A VINYL IGU 0.28 A-3 6'-3" 5'-0" 8'-0" A VINYL IGU 0.28 A-4 3'-0" 5'-0" 8'-0" A VINYL IGU 0.28 A 331 3'-0" 5'-0" 8'-0" A VINYL IGU 0.28 A-5 6'-3" 5'-0" 8'-0" A VINYL IGU 0.28 A-6 3'-0" 5'-0" 8'-0" A VINYL IGU 0.28 L2 WIDTH HEIGHT HEADER TYPE FRAME GLAZING U-VALUE NOTES A-7 3'-0" 7'-6" 8'-0" C VINYL IGU 0.28 A-8 5'-0" 7'-6" 8'-0" A VINYL IGU 0.28 A-9 3'-0" 7'-6" 8'-0" A VINYL IGU 0.28 A 110 3'-0" 7'-6" 8'-0" C VINYL IGU 0.28 A 5'-0" 7'-6" 8'-0" A VINYL IGU 0.28 A 112 3'-0" 7'-6" 8'-0" A VINYL IGU 0.28 A 113 3'-0" 7'-6" 8'-0" C VINYL IGU 0.28 A 114 5'-0" 7'-6" 8'-0" A VINYL IGU 0.28 A 115 3'-0" 7'-6" 8'-0" A VINYL IGU 0.28 A 116 6-0" 7'-6" 8'-0" A VINYL IGU 0.28 A 117 2'-6" 7'-6" 8'-0" C VINYL IGU 0.28 A 118 6-0" 7'-6" 8'-0" A VINYL IGU 0.28 A 119 2'-6" 7'-6" 8'-0" C VINYL IGU 0.28 A 6-0" 7'-6" 8'-0" A VINYL IGU 0.28 A 221 2'-6" 7'-6" 8'-0" C VINYL IGU 0.28 L3 WIDTH HEIGHT HEADER TYPE FRAME GLAZING U-VALUE NOTES A 3'-0" 7'-3" 7'-9" C VINYL IGU 0.28 A 5'-0" 7'-3" 7'-9" A VINYL IGU 0.28 A 3'-0" 7'-3" 7'-9" A VINYL IGU 0.28 A 3'-0" 7'-3" 7'-9" C VINYL IGU 0.28 A 5'-0" 7'-3" 7'-9" A VINYL IGU 0.28 A 3'-0" 7'-3" 7'-9" A VINYL IGU 0.28 A 3'-0" 7'-3" 7'-9" C VINYL IGU 0.28 A 5'-0" 7'-3" 7'-9" A VINYL IGU 0.28 A 3'-0" 7'-3" 7'-9" A VINYL IGU 0.28 WINDOW NOTES 1. SAFETY GLAZING SHALL BE PROVIDED PER SBC 2406 2. ALL WINDOWS SHALL HAVE A MAXIMUM U-VALUE OF 0.24 AND A MAXIMUM SHGC OF 0.30. 3. UNLESS NOTED OTHERWISE, ALL WINDOWS SHALL BE DOUBLE -PANE PLYGEM PRO SERIES 700 (CPD: PWG-M-131-03539-00002). SUCH WINDOWS HAVE A U-VALUE OF 0.24, AN SHGC OF 0.18 AND A VT OF 0.31 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 Q COMPLYING WITH ASTM F2006 AND SBC 1015.8.1. ALL NEW WINDOWS SHALL BE EQUIPPED WITH TRICKLE VENTS TO PROVIDE OUTSIDE AIR INTAKE. 7. ALL NEW GLAZING SHALL BE TRANSPARENT. BUILDING A DOOR SCHEDULE Ll WIDTH HEIGHT TYPE RATING FRAME U-VALUE NOTES A -A 3'-0" 7'-0" DWELLING ENTRY 0.37 A-B 3'-0" 7'-0" DWELLING ENTRY 0.37 A-C 3'-0" 7'-0" DWELLING ENTRY 0.37 A-D 3'-0" 7'-0" DWELLING ENTRY 0.37 OMIT A-F 3'-0" 7'-0" DWELLING ENTRY 0.37 A-G 3'-0" 7'-0" DWELLING ENTRY 0.37 A-H 9'-0" 8'-0" GARAGE N/A A -I 9'-0" 8'-0" GARAGE N/A A-J 9'-0" 8'-0" GARAGE N/A A-K 9'-0" 8'-0" GARAGE N/A A-L 9'-0" 8'-0" GARAGE N/A �M 9'-0" 8'-0" GARAGE N/A A NN 9'-0" 8'-0" GARAGE N/A L2 WIDTH HEIGHT TYPE RATING FRAME U-VALUE NOTES A-0 8'-0" 8'-0" SLIDER 0.28 A 8'-0" 8'-0" SLIDER 0.28 A-Q 8'-0" 8'-0" SLIDER 0.28 A-R 8'-0" 8'-0" SLIDER 0.28 A-5 8'-0" 8'-0" SLIDER 0.28 A-T 8'-0" 8'-0" SLIDER 0.28 A-U 8'-0" 8'-0" SLIDER 0.28 L2 WIDTH HEIGHT TYPE RATING FRAME U-VALUE NOTES A-V 8'-0" 8'-0" SLIDER 0.28 8'-0" 8'-0" SLIDER 0.28 A-X 8'-0" 8'-0" SLIDER 0.28 A-Y 8'-0" 8'-0" SLIDER 0.28 A-Z 8'-0" 8'-0" SLIDER 0.28 - 8'-0" 8'-0" SLIDER 0.28 -B 8'-0" 8'-0" SLIDER 0.28 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, SBC 1010.1.9. 2. THE BOTTOM 10" OF ALL DOORS SHALL HAVE A SMOOTH, UNINTERRUPTED SURFACE TO ALLOW THE DOOR TO BE OPENED BY A WHEELCHAIR FOOTREST WITHOUT CREATING A TRAP OR HAZARDOUS CONDITION, ANSI Al 17.1-2009 SECTION 404.2.9. 3. DWELLING PATIO DOORS SHALL BE ANDERSEN A -SERIES "LOW-E4 HEAT -LOCK" PRODUCTS WITH 3.1 MM GLAZING. SUCH DOORS HAVE A U-VALUE OF 0.26 AND AN SHGC OF 0.24 AS CERTIFIED BY NFRC. 4. EXTERIOR GLAZED DOORS SHALL BE JELD-WEN STEEL DOORS w/ METAL EDGES IN STEEL FRAMES w/ FULL LITES. SUCH DOORS SHALL HAVE 1 " THICK GLASS UNITS w/ LOW-E GLAZING. SUCH DOORS HAVE A U-VALUE OF 0.41 AND AN SHGC OF 0.34 AS CERTIFIED BY NFRC. 5. ALL GLAZING IN DOORS SHALL BE SAFETY GLAZING PER SBC 2406.4.1. TYPE + HARDWARE GROUP: DWELLING ENTRY: SINGLE -MOTION LEVER W1PASSAGE LOCKSET, DEADBOLT W1INT 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 DESIGN Q V 0 0 Z `*^ O V O W U0 OLU QZ LU OR C1 Q Z W ~ U 'o �o w -7 z��0 City of EDMONDS Permit July 12, 2022 BUILDING A ARevision 1 11/28/2022 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 A SCHEDULES SCALE: AS NOTED A701