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APPROVED FIR BLD PLN RESUB1 BLD2024-0547+Architectural_Plan+8.21.2024_9.57.51_AM+4453833TYPICAL ABBREVIATIONS ALT. ALTERNATE A.B. ANCHOR BOLT A.F.F. ABOVE FINISH FLOOR BM. BEAM BRG. BEARING BLKG. BLOCKING B.O. BOTTOM OF BOT. BOTTOM B.O.W. BOTTOM OF WALL CFM CUBIC FEET PER MINUTE q CENTERLINE CO CARBON MONOXIDE DETECTOR CONC. CONCRETE COL. COLUMN CONT. CONTINUOUS CY CUBIC YARDS D DRYER DIA. DIAMETER DTL. DETAIL D.S. DOWNSPOUT DW DISHWASHER DWG DRAWING EA. EACH EL. ELEVATION EQ. EQUAL EXIST. EXISTING CONSTRUCTION (E) EXT. EXTERIOR F.F. FINISH FLOOR FT. FOOT/FEET FTG. FOOTING GALV. GALVANIZED GA. GAUGE G.L. GRID LINE GWB GYPSUM WALL BOARD H.B. HOSE BIB HDR HEADER HT. HEIGHT HORIZ. HORIZONTAL IN. INCH / INCHES 326 SUNSET AVE PUGET SOUND EDMONDS FERRY TERMINAL R E I D F S I D E N C E VIEW FROM WEST N.T.S. DRAWING SYMBOLS INT. INTERIOR MAX. MAXIMUM MFR. MANUFACTURER ROOM NAME ROOM TAG MIN. MINIMUM FLOOR FINISH MW MICROWAVE DWG. # TYP. N.I.C. NOT IN CONTRACT N.T.S. NOT TO SCALE X. KSHT. DETAIL NO. NUMBER O.C. ON CENTER #TYP. O.F.I.C. OWNER FURNISHED, y1AX ELEVATION INSTALLED BY CONTRACTOR P.C. PILE CAP P.T. PRESSURE TREATED SECTION # PL PLATE D X x SECTION P.L. PROPERTY LINE QTY. QUANTITY R.D. ROOF DRAIN INTERIOR REF. REFRIGERATOR XXX X ELEVATION REINF. REINFORCING P+-I- R.O. ROUGH OPENING O DOOR SYMBOL SIM. SIMILAR SD SMOKE DETECTOR SHT. SHEET OX WINDOW SYMBOL SF SQUAREFEET SQ. SQUARE AL +/_0" LOCATION ELEVATION DATUM STL STEEL SW SHEAR WALL +/ 0 (T) TEMPERED SPOT ELEVATION T.B. THROUGH BOLT T.O. TOP OF Hg FROST FREE HOSE BIB T.O.W. TOP OF WALL TYP. TYPICAL DOWNSPOUT U.N.O. UNLESS NOTED OTHERWISE 4�'S' W W/ WASHER WITH )( GRIDLINE WH WATER HEATER W/O WITHOUT VERT. VERTICAL ALIGN CRITICAL CRITICAL ALIGNMENT V.I.F. VERIFY IN FIELD / GASPER ST �O i FpMo� F z pSST CIVIC w CENTER Q I PLAYFIELD MAIN ST DOWNTOWN EDMONDS I I _ YOST pPARK 1 VICINITY PLAN SCALE: N.T.S. GENERAL NOTES 1. CURRENT EDITIONS OF THE INTERNATIONAL RESIDENTIAL CODE (2021 IRC), UNIFORM PLUMBING CODE (2021 UPC), INTERNATIONAL MECHANICAL CODE (2021 IMC), NATIONAL ELECTRICAL CODE (NEC), AND WASHINGTON STATE ENERGY CODE (2021 WSEC), INCLUDING ALL WASHINGTON STATE BUILDING CODE COUNCIL AMENDMENTS, APPLY. 2. IF ERRORS, OMISSIONS, OR CONFLICTS IN THESE DOCUMENTS ARE FOUND OR SUSPECTED, NOTIFY THE ARCHITECT IMMEDIATELY AT THE ADDRESS OR TELEPHONE NUMBER SHOWN. 3. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AT THE SITE PRIOR TO PROCEEDING WITH WORK. 4. CONTRACTOR SHALL VERIFY ALL SITE CONDITIONS, LOCATION, AND DISPOSITION OF EXISTING UTILITIES AND EASEMENTS. 5. USE PRINTED DIMENSIONS ONLY. NOTIFY ARCHITECT IMMEDIATELY IN CASE OF OMISSION OR CONFLICT. DO NOT SCALE DRAWINGS. 6. UNLESS OTHERWISE NOTED: • DIMENSIONS FOR CONCRETE ARE TO FACE OF CONCRETE. • DIMENSIONS FOR PARTITIONS ARE TO FACE OF STUD. • DIMENSIONS FOR CABINETS ARE TO FACE OF FINISH WALL AND CABINET BOXES. • DIMENSIONS SHOWN ON INTERIOR ELEVATIONS ARE FROM FINISH TO FINISH. 7. PLUMBING, MECHANICAL, AND ELECTRICAL WORK SHALL BE UNDER SEPARATE PERMITS ACCORDING TO APPLICABLE CODES. CONTRACTOR SHALL OBTAIN SUCH PERMITS. 8. SPECIAL INSPECTIONS THAT ARE REQUIRED BY THE BUILDING DEPARTMENT SHALL BE COORDINATED BY THE CONTRACTOR. 9. INSTALL DRAFT STOPS IN FLOOR / CEILING ASSEMBLIES SO THAT CONCEALED SPACE DOES NOT EXCEED 1,000 SF. DRAFTSTOPPING SHALL BE INSTALLED PER IRC R302.12. 10. INSTALL FIREBLOCKING IN WALL ASSEMBLIES. FIREBLOCKING SHALL BE INSTALLED PER IRC R302.11. 11. PROVIDE BLOCKING AT WALLS BEHIND LIGHT FIXTURES, TOWEL BARS, HOSE BIBS, STRUCTURAL STEEL CONNECTORS, AND ANY OTHER MOUNTED ACCESSORIES. VERIFY TYPE OF MOUNTING BLOCK WITH ARCHITECT PRIOR TO INSTALLATION. 12. PRESSURE TREATED LUMBER SHALL BE INSTALLED AT ALL EXTERIOR APPLICATIONS AND WHERE IN CONTACT WITH CONCRETE SURFACES (TYPICAL). USE APPEARANCE GRADE TREATED MATERIAL AT ALL EXPOSED LOCATIONS. 13. VAPOR RETARDING PAINT NOT TO EXCEED 1 PERM LISTED FOR THIS APPLICATION SHALL BE USED ON INTERIOR SIDE OF ALL EXTERIOR WALLS AND CEILINGS. 14. SEPARATE ALL UNLIKE METALS OR PROVIDE INERT SPACER TO PREVENT ELECTROLYSIS. 15. ALL HABITABLE SPACE HEIGHTS SHALL COMPLY WITH IRC R305. 16. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL CABINETS TO ARCHITECT FOR APPROVAL PRIOR TO PROCEEDING WITH MATERIAL ORDER OR CABINET MANUFACTURE. 17. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES REQUIRED TO PERFORM THE CONTRACTOR'S WORK. THE ARCHITECT HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY TRADE CONTRACTOR. THE ARCHITECT HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR SAFETY DEFICIENCIES TO THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. VIEW FROM SOUTHWEST N.T.S. DRAWING LIST TO.1 PROJECT INFO, VICINITY MAP & DRAWING LIST CO.1 TOPOGRAPHIC SURVEY C1.0 CIVIL COVERSHEET C2.0 T C 2.1 ES E AILS C3.0 GRADING AND UTILITY C3.1 GRADING AND UTILITY DETAILS TCP1.0 TRAFFIC CONTROL PLAN HP1.OHAUL ROUTE AO.0 PROJECT DATA & ZONING INFORMATION AO.1 SITE PLAN A1.1 MAIN LEVEL PLAN A1.2 UPPER LEVEL PLAN A1.3 ROOF PLAN A2.1 ELEVATIONS -WEST A2.2 ELEVATIONS - NORTH A2.3 ELEVATIONS - EAST A2.4 ELEVATIONS - SOUTH A3.1 SECTION A -A A3.2 SECTION B-B A3.3 SECTION C-C A6.1 WINDOW SCHEDULE & NOTES A6.2 WINDOW TYPES & FLASHING A6.3 DOOR SCHEDULE, TYPES & NOTES SO.1 STRUCTURAL NOTES S1.1 CRAWLSPACE FRAMING PLAN S1.2 UPPER LEVEL FRAMING PLAN S1.3 ROOF FRAMING PLAN S1.4 UPPER ROOF FRAMING PLAN S5.1 STRUCTURAL DETAILS S5.2 STRUCTURAL DETAILS S5.3 STRUCTURAL DETAILS S5.4 STRUCTURAL DETAILS S5.5 STRUCTURAL DETAILS PROJECT INFORMATION PROJECT DESCRIPTION DEMOLISH THE EXISTING SINGLE-FAMILY RESIDENCE. CONSTRUCTION OF A NEW SINGLE- FAMILY RESIDENCE WITH 2-CAR ATTACHED GARAGE, ALL WOOD FRAME CONSTRUCTION ON CONCRETE FOUNDATIONS PROJECT ADDRESS 376 SUNSET AVE EDMONDS, WA 98020 LEGAL DESCRIPTION SEC 23 TWP 27 RGE 03RT-10) BAAP ON E BDY CO RD 214FT N OF NE COR OF FRONT & EDMONDS STS TH ELY AT R ANG 120FT TH NLY AT R ANG 66FT TH WILY AT R ANG 120FT TH SLY 66FT TO POB PARCEL ID: 27032300101100 PROJECT DIRECTORY OWNER KEVIN & CAROLYN REID 21717 MAKAH ROAD WOODWAY, WA 98020 ARCHITECT TYLER ENGLE A.I.A. / ERIK LUND, R.A. TYLER ENGLE ARCHITECTS PS 2126 WESTLAKE AVENUE SEATTLE, WA 98121 PH 2O6.621.7150 STRUCTURAL ENGINEER SWENSON SAY FAGET EVIN GIBSON, P.E., S.E. 2124 THRID AVE, SUITE 100 SEATTLE, WA 98121 PH 2O6.443.6212 CIVIL ENGINEER FURR ENGINEERING SERVICES DEAN FURR 4715 142ND PL SW, UNIT B EDMONDS, WA 98026 PH 2O6.890.8291 GEOTECHNICAL ENGINEER COBALT GEOSCIENCES, LLC PHIL HABERMAN, P.E. P.O. BOX 1792 NORTH BEND, WA 98045 PH 2O6.331.1097 CONTRACTOR MICHAEL BROOKS SCHILPEROORT & BROOKS INC. 6710 220TH ST SW, SUITE #2 MOUNTLAKE TERRACE, WA 98043 PH 2O6.391.8745 zi ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET PERMIT CORRECTIONS A2 © 2023 TYLER ENGLE ARCHITECTS 1261 REGISTERED ARCHITECT TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE 06.06.2024 08.19.2024 PROJECT INFO, VICINITY MAP & DRAWING LIST DRAWN / CHECKED BY DRAWN BY: E. LUND CHECKED BY: T. ENGLE DATE SHEET NUMBER 06.13.2024 TOml REFERENCE DOCUMENTS REQUIREMENTS FROM THE FOLLOWING REFERENCE DOCUMENTS SHALL BE INCLUDED IN THE SCOPE OF WORK. STRUCTURAL CALCULATIONS REFER TO STRUCTURAL AND SHORING CALCULATIONS BY EVIN GIBSON OF SSF STRUCTURAL ENGINEERING. STORMWATER CALCULATIONS REFER TO CALCULATIONS PREPARED BY DEAN FURR OF FURR ENGINEERING ASSOCIATED RECORDS DEVELOPMENT REVIEW COMMITTEE RECORD NO. DRC2024-0005 CRITICAL AREA RECORD NO. CRA2024-039 WATER/ SEWER AVAILABILITY RECORD NO. ENG2024-0051 ENG2024-0052 DEMOLITION PERMIT RECORD NO. BLD2024-0549 SINGLE FAMILY HOME 0 RECORD NO. BLD2024-0547 ACCESSORY STRUCTURE (GARAGE) RECORD NO. BD2024-0551 FLOOR AREAS HOUSE: 2,004 SF UNHEATED: ATTACHED GARAGE 500 SF DETACHED GARAGE 248 SF 1 ST FL TOTAL: 2,752 SF SECOND FLOOR: HEATED: HOUSE: 1,796 SF UNHEATED: OCCUPIABLE DECK: 53 SF 2ND FL TOTAL: 1,849 SF BUILDING TOTAL: 4,601 SF EARTH DISTURBANCE TOTAL NET EXCAVATION (APPROX.): 0 CY SEE SHEET C3.0 TREE PLANTING LOT SIZE REQUIRED TREE PLANTING PER 8,000 SF: TOTAL TREES REQUIRED TOTAL EXISTING TREES TOTAL NEW PLANTED TREES ENERGY CODE DATA ENERGY CODE COMPLIANCE PER CHAPTER 4 OF THE WSEC (2021) ASSEMBLY R-VALUE OF INSULATION MATERIAL SHALL MEET OR EXCEED THE FOLLOWING PRESCRIPTIVE VALUES (TAKEN FROM TABLE R402.1.3 - CLIMATE ZONE 4C). U-FACTORS FENESTRATION: 0.30 INSULATION R-VALUES CEILING: R-60 CEILING (SINGLE RAFTER): R-38 EXTENDS OVER TOP PLATE OF EXT. WALL WALL ABOVE GRADE: R-20+5 CONTINUOUS INSULATION 7,920 SF WALL BELOW GRADE: R-10 CONTINUOUS INSULATION ON EXT. OF WALL FLOOR: R-30 3 TREES 3 TREES SLAB: R-10 0 3 TOTAL TREES PROVIDED ON SITE 3 ECDC 23.10.060.C.5 FOR DEVELOPING PROPERTIES IDENTIFIED IN SUBSECTION (A) OF THIS SECTION THAT HAVE FEWER THAN THREE SIGNIFICANT TREES, TREES SHALL BE RETAINED AND/OR PLANTED THAT WILL RESULT IN THE SITE HAVING AT LEAST THREE TREES, WHICH WILL BE SIGNIFICANT AT MATURITY, PER 8,000 SQUARE FEET OF LOT AREA. SIGNIFICANT TREES MEAN 6" DIAMETER AT 4'-6" ABOVE GROUND AT MATURITY MECHANICAL / VENTILATION NOTES 1. NEW RESIDENCE TO HAVE INITIAL HEATING VIA ZONED IN -FLOOR HYDRONIC HEAT USING A GAS BOILER COMPLYING WITH C403.3.2(6) AND SUPPLEMENTAL HEATING AND COOLING VIA AIR SOURCE HEAT PUMP COMPLYING WITH C403.3.2(2). 2. THE MECHANICAL WHOLE -HOUSE VENTILATION SYSTEM SHALL COMPLY WITH IRC M1505.4. A SINGLE CONTINUOUSLY OPERATING, DUAL SPEED EXHAUST FANS WITH MANUAL OVERRIDE WILL EACH PROVIDE 30 CFM CONTINUOUS EXHAUST FOR A TOTAL OF 90 CFM. PER TABLE M1505.4.3(1): 3,001 - 4,500 SF DWELLING UNIT WITH 4-5 BEDROOMS: 90 CFM CONTINUOUS. INTERMITTENTLY OPERATING EXHAUST FANS SHALL BE PROVIDED IN BATHROOMS AND LAUNDRY ROOMS AT MINIMUM 50 C.F.M. AND IN THE KITCHEN AT MINIMUM 100 C.F.M. (VERIFY MANUFACTURER AND LOCATION WITH ARCHITECT). (UNDER SEPARATE PERMIT) 3. SUPPLY AND EXHAUST DUCTS IN UNCONDITIONED SPACES SHALL BE INSULATED TO R-8 FOR DUCTS 3 INCHES IN DIAMETER OR LARGER AND R-6 FOR DUCTS SMALLER THAN 3 INCHES IN DIAMETER PER R403.3.1. INTERMITTENT EXHAUST DUCTS SHALL BE EQUIPPED WITH BACK DRAFT DAMPERS. 4. INTERMITTENTLY OPERATING EXHAUST FANS SHALL BE CONTROLLED BY MANUAL SWITCHES, TIMERS, DEHUMIDISTATS, OR OTHER APPROVED MEANS. 5. A WRITTEN REPORT OF THE AIR LEAKAGE TEST RESULTS, SHALL BE SIGNED BY THE TESTING PARTY AND PROVIDED TO THE BUILDING INSPECTOR, PRIOR TO INSPECTION. ROOF VENTING: ROOF ASSEMBLIES AT UNVENTED CAVITY UNVENTED ROOF ASSEMBLIES TO BE FILLED WITH AIR -IMPERMEABLE SOLID SPRAY FOAM INSULATION. REFER TO SHEETS A3.1, A3.2 & 3.3 FOR ASSEMBLY INFORMATION AND REFER TO MATERIAL NOTES ON SHEET A2.1 FOR THE "INSULATION - SPRAY FOAM" SPECIFICATION. ROOF ASSEMBLIES AT VENTED CAVITY VENTED ROOF ASSEMBLIES TO COMPLY WITH IRC R806. PROVIDE VENT ON BOTH SIDE OF EACH RAFTER BAY. VENT OPENINGS TO BE >16" AND < a". NET FREE AREA AT EACH RAFTER BAY IS 1/300 OF THE AREA OF THE VENTED SPACE. CONTRACTOR TO PROVIDE A 60% OPEN LINEAR VENT UNDER THE ROOF DECK AT ALL JOIST CAVITIES. NOT LESS THAN 1" SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING. CRAWL SPACE VENTING PER IRC R408.2 EXCEPTION, THE TOTAL AREA OF VENTILATION OPENINGS SHALL BE PERMITTED TO BE REDUCED TO 1/1,500 OF THE UNDER -FLOOR AREA WHERE THE GROUND SURFACE IS COVERED WITH AN APPROVED CLASS I VAPOR RETARDER MATERIAL AND THE REQUIRED OPENINGS ARE PLACED TO PROVIDE CROSS VENTILATION OF THE SPACE. CRAWLSPACE VENT DETAIL / SPECIFICATION PER ARCHITECT.. TOTAL CRAWL SPACE AREA: VENT AREA REQUIRED (1,988 / 1,500): VENT AREA PROVIDED: 1,988 SF 1.32 SF 1.33 SF *TYP. CRAWL SPACE VENTS (16" X 8") AT 75% OPEN = 0.666 SF NET FREE AREA GENERAL ENERGY REQUIREMENTS 1. AIR LEAKAGE SHALL BE LIMITED THROUGH COMPLIANCE WITH SECTIONS R402.4.1 THROUGH R402.4.4. AIR LEAKAGE RATE SHALL BE TESTED IN ACCORDANCE WITH RESNET/ICC 380 AND SHALL NOT EXCEED 4.0 AIR CHANGES PER HOUR WITH A BLOWER DOOR TEST AT A TEST PRESSURE OF 0.2 INCHES W.G. (50 PA). 2. DUCT LEAKAGE SHALL BE TESTED IN ACCORDANCE WITH R403.3.5 AND WSU RS-33. TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND THE HOME OWNER PRIOR TO AN APPROVED FINAL INSPECTION. 3. A PERMANENT CERTIFICATE SHALL BE COMPLETED AND POSTED ON OR WITHIN THREE FEET OF THE ELECTRICAL DISTRIBUTION PANEL BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL PER WSEC 2021 R401.3. 4. AT LEAST ONE THERMOSTAT SHALL BE PROVIDED FOR EACH NEW HEATING AND COOLING SYSTEM PER WSEC 2021 R403.1. 5. A MINIMUM OF 90 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. ENERGY CREDITS THIS MEDIUM DWELLING UNIT (BETWEEN 1500 S.F. AND 5000 S.F.) SHALL ACHIEVE A MINIMUM OF 8.0 ENERGY CREDITS PER WSEC 2021 SECTION 406. THE OPTIONS FOR COMPLIANCE SELECTED FROM TABLE 406.2 AND 406.3 FOR THE PROPOSED RESIDENCE ARE AS FOLLOWS: 1. SYSTEM TYPE 1 (0.0 CREDITS): FOR COMBUSTION HEATING SYSTEM USING EQUIPMENT MEETING MINIMUM FEDERAL EFFICIENCY STANDARDS FOR THE EQUIPMENT LISTED IN TABLE C403.3.2(5) OR C403.3.2(6) 2. OPTION 3.1 (1.0 CREDITS): ENERGY STAR RATED (U.S. NORTH) GAS OR PROPANE BOILER WITH MINIMUM AFUE OF 90%. 2.1. LOCHINVAR KNIGHT FIRE TUBE BOILER. FLOOR MOUNT MODEL KHB110N. AFUE 95% 3. OPTION 3.11 (0.5 CREDITS): CONNECTED THERMOSTAT MEETING ENERGY STAR CERTIFIED SMART THERMOSTATS/EPA ENERGY STAR SPECIFICATIONS. 3.1. GE CYNC SMART THERMOSTAT AND SENSOR. ENERGY START CERTIFIED ID 2407462. GE MODEL NUMBER 93129894 4. OPTION 5.5 (2.0 CREDITS): GAS -FIRED HEAT PUMP WATER HEATER(S) MEETING TIER 2 OF THE NEEA ADVANCED WATER HEATING SPECIFICATION FOR GAS -FUELED RESIDENTIAL STORAGE WATER HEATERS VERSION 1.0. 4.1. LOCHINVAR HEAT PUMP HYBRID WATER HEATER. NEEA TIER 3. MODEL NUMBER HPA082KD 5. OPTION 6.1 (4.5 CREDITS): FOR EACH 600 KWH OF ELECTRICAL GENERATION PER HOUSING UNIT PROVIDED ANNUALLY BY ON -SITE WIND OR SOLAR EQUIPMENT A 0.5 CREDIT SHALL BE ALLOWED, UP TO 4.5 CREDITS. GENERATION SHALL BE CALCULATED AS FOLLOWS. FOR SOLAR ELECTRIC SYSTEMS, THE DESIGN SHALL BE DEMONSTRATED TO MEET THIS REQUIREMENT USING THE NATIONAL RENEWABLE ENERGY LABORATORY CALCULATOR PVWATTS OR APPROVED ALTERNATIVE BY THE CODE OFFICIAL. DOCUMENTATION NOTING SOLAR ACCESS SHALL BE INCLUDED ON THE PLANS.TO QUALIFY TO CLAIM THIS CREDIT, THE BUILDING PERMIT DRAWINGS SHALL SPECIFY THE OPTION BEING SELECTED AND SHALL SHOW THE PHOTOVOLTAIC OR WIND TURBINE EQUIPMENT TYPE, PROVIDE DOCUMENTATION OF SOLAR AND WIND ACCESS, AND INCLUDE A CALCULATION OF THE MINIMUM ANNUAL ENERGY POWER PRODUCTION. FIRE PROTECTION 1. PROVIDE AUTOMATIC SPRINKLERS IN THE DWELLING UNIT PERSUANT TO IFC APPENDIX B105.1. THE SYSTEM SHALL BE DESIGNED AND INSTALLED PER NFPA 13D STANDARDS. SUBMIT SHOP DRAWINGS FOR THE FIRE PROTECTION SYSTEMS THROUGH THE DEPARTMENT OF CONSTRUCTION AND INSPECTIONS FOR APPROVAL PRIOR TO INSTALLATION. 2. GARAGE FIRE SEPARATION. 2.1. PROVIDE ONE OF THE FOLLOWING BETWEEN THE GARAGE AND THE DWELLING UNIT: A 1-3.8" SOLID -CORE WOOD DOOR, A 1-3/8" HONYCOMB STEEL DOOR, OR A 20MIN FIRE RATED GARAGE / DWELLING DOOR EQUIPPED WITH A SELF CLOSING DEVICE. 2.2. PROVIDE MIN 1/2" GYPSUM WALLBOARD AT GARAGE WALLS AND 5/8" TYPE X GYPSUM BOARD CEILING SEPARATING THE GARAGE FROM THE DWELLING ZONING INFORMATION LOT AREA 7,920 SF SETBACKS FRONT YARD: 20'-0" REAR YARD: 15'-0" NORTH SIDE YARD: 5'-0" SOUTH SIDE YARD: 5'-0" HEIGHT LIMIT PER ECDC 16.02.030, THE BASE HEIGHT OF THE PRINCIPAL STRUCTURE CAN BE 25 FEET MAXIMUM ABOVE THE AVERAGE GRADE. AVERAGE GRADE IS CALCULATED USING THE AVERAGE OF THE HEIGHT OF THE EXISTING GRADE AT THE FOUR CORNERS OF THE BUILDING INSIDE THE SMALLEST RECTANGELE. FOR THIS PROJECT, MAXIMUM HEIGHT IS 25 FT. ABOVE THE AVERAGE GRADE (+44.12' PER AVERAGE LEVEL CALCULATION BELOW). HEIGHT LIMIT (44.1' + 25'): + 69.1' PROPOSED HEIGHT: + 69.06' LOT COVERAGE DIAGRAM 20 rl' E AREA = 7 0 SF A COV RAGE = 35% O L TAR A FOR LO G EA E HA 0 0 SF = 7,920 x .35 = 2,772.00 SF CURRENT LOT COVERAGE = 2,505.5 SF + 244.7 SF + 11.9 SF + 9.6 SF = 2,771.7 < 2,772 SF AVERAGE GRADE LEVEL CALCULATION CALCULATION OF AVERAGE LEVEL (PER ECDC 21.40.030.13): REFER TO DIAGRAM BELOW FOR VARIABLES. CORNER ELEVATIONS A = +43.35' B = +44.80' C = +45.15' D = +43.10' FORMULA: A + B + C + D 4 176.4 4 AVERAGE GRADE LEVEL = +44.1' AVERAGE GRADE DIAGRAM 43 A tL = 44.8' � I AVERAGE GRADE _ (43.35' + 44.8' + 45.15' + 43.1') / 4 = (176.4') / 4 = 44. V MAX HEIGHT = AVERAGE GRADE + 25' =44.1'+25'=69.VF- F EL 45. ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET 06.06.2024 PERMIT CORRECTIONS 02 08.15.2024 © 2023 TYLER ENGLE ARCHITECTS 1261 REGISTERED ARCHITECT TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE PROJECT DATA, NOTES & ZONING CODE DRAWN / CHECKED BY DRAWN BY: E.LUND CHECKED BY: T. ENGLE DATE 06.13.2024 SHEET NUMBER AOmO N 00 N, co Lo N c c UQ 1 2 3 B 4 1 A3.2 A2. I I I I 69'-2 1/2" 4_ $,_0., 1 0 0 0 0 0 2 1 0 0 0 Y o o yy 13'-3 3/4" 5'-10 1/2 5 -0 5/8" 9'-9 3/4" R.O. 1'-8" 3'-6 3/4" FF I I I D.S.,l CRAWLSPACE 101 a _ VENT @ GRADE 0 STORAGE co O \\ d 1. N 7� I I i*l co 3 4 co A2.3 A2.3 101 � 20 56 � O =OYER 00 Lo 04 O 57 58 - 64" 4'-10 1/2" iv Lc) O4 5= -------I - - - - ch co PVE II HALL -II- BEDROOM °° -- 107.E \ 107a I I N - =11= FQ BAT o \ CRAWLSPACE ACCESS O - 21 "x27" CLR. 1? to L9 OFFICE _ 1 o 103.1 d II- F io 1 ---, op M ,r 103 _ 102.1 -- - - - N c c & TIL z A2.1 04 � N o _ N _ M 17 0 55 10 18R @ 63 5" EA 6 3/4" 10 1/ " 54 101.1 1 '-1 " R.O. 5 112'�� 7'-4" I _ �x2'MAIL Lo ROPBOX cn I 104 5 6 07 8 9 I I I I I -- I 2'7" 14'-10" -- 4'-101/ ' - 12-0" oh 3/4' 0 0 22'-0" 1 0 1'-9 1 /16" 4 1/2" 4 1 /2"\� ), -a 3/ R.O 3'-6 3/4" R.O. 3'-6 3/4" R.O. 3'-6 3/4" R.O. 5'-4 1/2" 108.2co D.S. - - - - - - - - I I I I II I I I I II I I i I I II I I I I II o "LEVEL EV 108 CHARG G OUTLET GARAGE 1 108.3 I v M 0 T 1 Vim\ a I 7 1/4" EXTENT OF R-10 i UIco UNDER -SLAB INSULATION I I I I 1/2" GY S FIR RATE 109.1 o - DOOf00 21 WHO E HOUSE FAN: P WDER co Q - - 107.1 - _L __1 190CFM CONT. LL.� co - c~ 106 \ N 4' 4 1/2" 105 M U D 1 '-3 1/2" � 5'-4 1 /2" = 1 12'-6 1/2" 2'-10" R.O. 7'- 1/2" 0 104.1 SD _ CD 0 SD COMALL 1'-9 5/8" 1'-9 5/8" 1'-11 1 8" Th - O A2.5 I I I O 12'-0" 0 1'-5 5/8" 1'-5 5/8" 59 2 111 5 112 9'-0 3/4" �Q 23 A2.3 COURTYARD A2.3 REEZEWA Lo - - - - - - - - - - - M i 2 25 10 I I c; - 116.1 A2.5 1/2" Zo 4'-7 5/8" 2 -4 7/8" M 26 D.S.0 OD.S. 11 1 N O 115.1 u L 1 N 4 d N 12 c SD CO �� � I I DW o 114 _ W 3 cov -��-�--I- o LAUNDRY/I A2.5 KITCHEN _ 1 17 113.1 1 113 1 REF.-----� PANTRY I I I I 1 -- Zv r�.i.x \ \ Jv 0 /1 \7 8'-0 /8" .O. co I I M I HEAT PUMP W.H. 10 .1 3' 7/ 6-0 3/4" R.O. 7/8" 4 /8" 3 1/2" 109 N M 8'-3 3/4" R.O. 4'-1" '-6 3/4" R BOILER MECH iv BENCH IT 1 D.S 20� 0 2'41 /4" R.O. (1 i/ " 8 1 /4" 3'-0 3/4" R.O. O 110 � 19 110.1 DINING �/ �� / co M i CD 18 Lo __________ „--- -i-- --- 113.2 17-1 1 8 1/2" I I I I 16-2 7/8" V-2 1 8" B A3.2 I I I I I 1 MAIN LEVEL PLAN SCALE: 1/4" = V-0" 0 5 1 10 r - D Q co I iv i� SD co ---- PROVIDE LOOP VENT / \ p � � I FOR KITCHEN SINK /� - J\ � 115.3 cn LAUNDRY 115.2 CV I I 1 O N CHUTE O ABOVE co -- MINI REF. _ FOOD PANTRY CLOSET ROOM N L J LOSE ; �4-4 N 1 �/ (1 5 1 13 D.S. CRAWLSPACE I OUTDOOR KITCHEN VENT @ GRADE 3'-6 3/4" R.O. 3'-6 3/4" R.O. 4'-5 5/8" 3'-6 3/4" R.O. 12'-0" I V-8 7/8" 49'-6" I 1 I I I A2.4 I I I I I I I I 0 O 2 116 � A2 GARAGE (71A.= "LEVEL 2" EV CHARGING OUTLET D.S. - 4 - A2.5 I GENERAL PLAN NOTES 1. GRID LINES ALIGN W/ FACE OF NEW FRAMING. 2. ITEMS NOTED IN QUOTATION MARKS ARE DESCRIBED IN THE MATERIAL NOTES ON SHEET A2.1. 3. USE PRINTED DIMENSIONS ONLY, DO NOT SCALE DRAWINGS. 4. ALL STAIRS, HANDRAILS AND GUARDRAILS SHALL CONFORM TO IRC SECTION R311 AND R312. 4.1. GUARDRAILS SHALL BE 36 INCHES HIGH MINIMUM. 4.2. A 4-INCH SPHERE SHALL NOT PASS THROUGH ANY OPENINGS THROUGH GUARDS OR OPEN STAIR RISERS. 4.3. THE GUARDRAIL SHALL BE DESIGNED TO RESIST A 200-LB CONCENTRATED LOAD ON THE TOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS. 5. EXHAUST FANS SHALL MEET THE MINIMUM LOCAL EXHAUST RATES PER RC TABLE M1505.4.4(1). THE MINIMUM REQUIRED EXHAUST RATE IN A KITCHEN AREA TO BE 100 CFM AND ALL BATHROOMS/LAUNDRY AREA TO BE MINIMUM 50 CFM. EXHAUST FANS SHALL BE PANASONIC FV-0511VQC1 (110 CFM) UNLESS NOTED OTHERWISE. EXHAUST AIR SHALL VENT DIRECTLY TO THE EXTERIOR OF THE BUILDING PER M1501.1 AND M1506.2. 6. SMOKE DETECTORS SHALL BE LOCATED AND INSTALLED AS REQUIRED PER R314. 6.1. ALL SMOKE & CO ALARMS WITHIN DWELLING UNITS SHALL BE HARDWIRED AND INTERCONNECTED. 6.2. COMBINATION SMOKE/CO ALARMS MAY BE SUBSTITUTED IN LIEU OF SMOKE ALARMS. 7. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED AND LOCATED PER IRC SECTION R315. 8. COORDINATE THE LOCATION OF ALL SMOKE & CARBON MONOXIDE DETECTORS WITH ARCHITECT AND LIGHTING / ELECTRICAL PLANS. 9. RE-ROUTE DUCTWORK AND PIPES IN SPACE BETWEEN JOISTS WHERE POSSIBLE TO AVOID ADDITIONAL SOFFITS. CONTRACTOR SHALL PROVIDE HVAC SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. 10. FOR DESCRIPTION OF FLOOR FINISHES, SEE FINISH SCHEDULE SHEET A6.3. 11. EXTERIOR WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH A MINIMUM OF R-10 INSULATION PER SREC TABLE 402.1.1. 12. AIR EXHAUST OPENINGS SHALL TERMINATE NOT LESS THAN 3 FEET FROM PROPERTY LINES, 3 FEET FROM OPERABLE AND NON -OPERABLE OPENINGS INTO THE BUILDING AND 10 FEET FROM MECHANICAL AIR INTAKES EXCEPT WHERE THE OPENING IS LOCATED 3 FEET ABOVE THE AIR INTAKE. 13. OPENINGS AND PENETRATIONS THROUGH INTERIOR WALL OR CEILING SEPARATING GARAGE FROM DWELLING SHALL COMPLY WITH IRC SECTIONS R302.5, R302.6 AND R702.3.5. DOORS TO BE SOLID CORE WOOD DOOR (SCWD) AND/OR COMPLY WITH IRC SECTION 302.5.1 14. ALL FIRE -RESISTANCE RATED FLOOR/CEILING AND WALL ASSEMBLIES SHALL EXTEND TO AND BE TIGHT AGAINST THE EXTERIOR WALL. 15. REFER TO WINDOW SCHEDULE ON A6.2 FOR TEMPERED GLAZING DESIGNATION. PLAN LEGEND NEW WALL OBJECT ABOVE - OBJECT BELOW FURNITURE (N.I.C.) CEILING EXHAUST FAN (SEE NOTE 5) SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR HEAT ALARM #O NEW WINDOW NEW DOOR D.S0 DOWNSPOUT BUILDING AREA - MAIN LEVEL TOTAL HEATED: 2,004 SF TOTAL UNHEATED: 748 SF ATTACHED GARAGE 500 SF DETACHED GARAGE 248 SF TOTAL: 2,752 SF I ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET INTAKE CORRECTION 10 PERMIT CORRECTIONS 2� © 2023 TYLER ENGLE ARCHITECTS V-526' REGISTERED ARCHITECT fiV1 TY�R CHASE ASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE MAIN LEVEL PLAN 06.06.2024 DRAWN / CHECKED BY DRAWN BY: E. RUIVO CHECKED BY: E. LUND, T. ENGLE 04.30.2024 08.15.2024 DATE SHEET NUMBER 06.13.2024 Al m l M UQ �Ico 1 I I 4'-6" u is c UPPER LEVEL PLAN 1 SCALE: 1/4" = V-0" 0 5 1 10 2 3 B 4 A3.2 I I 3'-6" 1 1 5 06 O 9 A2.2 I I � 69'-2 1 /2" 21'-3" 2'-3" I 14'-10" 4'-10 1 /2" 12'-0" GENERAL PLAN NOTES 1. GRID LINES ALIGN W/ FACE OF NEW FRAMING. 2. ITEMS NOTED IN QUOTATION MARKS ARE DESCRIBED IN THE MATERIAL NOTES ON SHEET A2.1. 3. USE PRINTED DIMENSIONS ONLY, DO NOT SCALE DRAWINGS. 4. ALL STAIRS, HANDRAILS AND GUARDRAILS SHALL CONFORM TO IRC SECTION R311 AND R312. 4.1. GUARDRAILS SHALL BE 36 INCHES HIGH MINIMUM. 4.2. A 4-INCH SPHERE SHALL NOT PASS THROUGH ANY OPENINGS THROUGH GUARDS OR OPEN STAIR RISERS. 4.3. THE GUARDRAIL SHALL BE DESIGNED TO RESIST A 200-LB CONCENTRATED LOAD ON THE TOP RAIL AND 50 PSF ON ALL GUARDRAIL INFILL COMPONENTS. 5. EXHAUST FANS SHALL MEET THE MINIMUM LOCAL EXHAUST RATES PER RC TABLE M1505.4.4(1). THE MINIMUM REQUIRED EXHAUST RATE IN A KITCHEN AREA TO BE 100 CFM AND ALL BATHROOMS/LAUNDRY AREA TO BE MINIMUM 50 CFM. EXHAUST FANS SHALL BE PANASONIC FV-0511VQC1 (110 CFM) UNLESS NOTED OTHERWISE. EXHAUST AIR SHALL VENT DIRECTLY TO THE EXTERIOR OF THE BUILDING PER M1501.1 AND M1506.2. 6. SMOKE DETECTORS SHALL BE LOCATED AND INSTALLED AS REQUIRED PER R314. 6.1. ALL SMOKE & CO ALARMS WITHIN DWELLING UNITS SHALL BE HARDWIRED AND INTERCONNECTED. 6.2. COMBINATION SMOKE/CO ALARMS MAY BE SUBSTITUTED IN LIEU OF SMOKE ALARMS. 7. CARBON MONOXIDE DETECTORS SHALL BE INSTALLED AND LOCATED PER IRC SECTION R315. 8. COORDINATE THE LOCATION OF ALL SMOKE & CARBON MONOXIDE DETECTORS WITH ARCHITECT AND LIGHTING / ELECTRICAL PLANS. 9. RE-ROUTE DUCTWORK AND PIPES IN SPACE BETWEEN JOISTS WHERE POSSIBLE TO AVOID ADDITIONAL SOFFITS. CONTRACTOR SHALL PROVIDE HVAC SHOP DRAWINGS FOR ARCHITECT'S APPROVAL. 10. FOR DESCRIPTION OF FLOOR FINISHES, SEE FINISH SCHEDULE SHEET A6.3. 11. EXTERIOR WINDOW AND DOOR HEADERS SHALL BE INSULATED WITH A MINIMUM OF R-10 INSULATION PER SREC TABLE 402.1.1. 12. AIR EXHAUST OPENINGS SHALL TERMINATE NOT LESS THAN 3 FEET FROM PROPERTY LINES, 3 FEET FROM OPERABLE AND NON -OPERABLE OPENINGS INTO THE BUILDING AND 10 FEET FROM MECHANICAL AIR INTAKES EXCEPT WHERE THE OPENING IS LOCATED 3 FEET ABOVE THE AIR INTAKE. 13. OPENINGS AND PENETRATIONS THROUGH INTERIOR WALL OR CEILING SEPARATING GARAGE FROM DWELLING SHALL COMPLY WITH IRC SECTIONS R302.5, R302.6 AND R702.3.5. DOORS TO BE SOLID CORE WOOD DOOR (SCWD) AND/OR COMPLY WITH IRC SECTION 302.5.1 14. ALL FIRE -RESISTANCE RATED FLOOR/CEILING AND WALL ASSEMBLIES SHALL EXTEND TO AND BE TIGHT AGAINST THE EXTERIOR WALL. 15. REFER TO WINDOW SCHEDULE ON A6.2 FOR TEMPERED GLAZING DESIGNATION. Al PLAN LEGEND NEW WALL OBJECT ABOVE OBJECT BELOW FURNITURE (N.I.C.) CEILING EXHAUST FAN (SEE NOTE 5) SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR HA HEAT ALARM #O NEW WINDOW NEW DOOR D.S. DOWNSPOUT BUILDING AREA - UPPER LEVEL TOTAL HEATED: 1,796 SF TOTAL UNHEATED: 53 SF OCCUPIABLE DECK 53 SF TOTAL: 1,849 SF zi ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET PERMIT CORRECTIONS L © 2023 TYLER ENGLE ARCHITECTS 1261 REGISTERED ARCHITECT TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE UPPER LEVEL PLAN 06.06.2024 08.15.2024 DRAWN / CHECKED BY DRAWN BY: E. RUIVO CHECKED BY: E. LUND, T. ENGLE DATE SHEET NUMBER 06.13.2024 Al I (DE 1 2 3 I I I I I I �. 4'-6" 3'-6" �. iv op L9 icy in Lo I ROOF PLAN 1 SCALE: 1/4" = V-0" 0 5 1 10 B 4 1 A3.2 A2.2 I 69'-2 1 /2" I 18'-0" 21'-3" `� I � i ruvvn�v v��ivi ivies � r�� iwvi 1 i i i ./ I 5 6 0 s 9 ROOF PLAN NOTES 1. ALL DIMENSIONS SHOWN ON ROOF PLAN ARE BETWEEN FRAMING. EAVE DETAILS PER ARCHITECT. 2. ITEMS NOTED IN QUOTATION MARKS ARE DESCRIBED IN THE MATERIAL NOTES ON SHEET A2.1. 3. GRID LINES ALIGN W/ FACE OF NEW FRAMING. 4. PHOTOVOLTAIC PANELS TO MEET 2021 WSEC TABLE 2'-3" 14'-10" 4'-10 1/2" 12'-0" R406.3.6.1. ELECTRICAL GENERATION SHALL BE EXCEED 5,400 KWH. PLAN LEGEND NEW WALL OBJECT ABOVE OBJECT BELOW FURNITURE (N.I.C.) CEILING EXHAUST FAN (SEE NOTE 5) SD SMOKE DETECTOR CO CARBON MONOXIDE DETECTOR HEAT ALARM #O NEW WINDOW NEW DOOR D.S0 DOWNSPOUT zi ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET 06.06.2024 PERMIT CORRECTIONS A 08.15.2024 © 2023 TYLER ENGLE ARCHITECTS 1261 REGISTERED ARCHITECT TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE ROOF PLAN DRAWN / CHECKED BY DRAWN BY: E. RUIVO CHECKED BY: E. LUND, T. ENGLE DATE SHEET NUMBER 06.13.2024 Al m 3 MAX. BUILDING HEIGHT (25'-0" )- 69.10' (V.I.F.) T.O. FINISH ROOF (24'-10") - 69.02' (V.I.F.) B.O. HEADER - - 62.66' (V.I.F.) H 0 w 0 T.O. DECK Z 55.66' (V.I.F.) \�J xm B.O. CEILING- - 5 54.49' (V.I.F.) o Lo N T.O. DECK - FL 1 +44.99' (V.I.F.) AVG. GRADE - 44.12' (V.I.F.) "EX' W/ 0 o) _ "LAI 0 "ME 00 M "LAI CAI _ N "ME "AR COP (V 0 1 WEST ELEVATION AT STREET SCALE: 1/4" = V-0" 0 5 1 10 MAX. BUILDING HEIGHT 2( 5'-0") 69.10' (V.I.F.) T.O. FINISH ROOF (24'-10") - 69.02' (V.I.F.) B.O. HEADER 62.66' (V.I.F.) w T.O. DECK Z 55.66' (V.I.F.) J Xm B.O. CEILING - 5 54.49' (V.I.F.) o Lo N T.O. DECK - FL 1 AVG. GRADE 44.12' (V.I.F.) m 00 CM 0 N (V A B C D E I I I I 52'-6 1 /J" 11 '-8 1 /2" 15'-5" 10'-0" 15'-5" I I I I A I 11'-8 1 /2" _ = 1= _ _ _ _ I -�- - - - - "EXTERIOR WOOD JOIST W/ENDCAP" I "LAP SIDING CORNER TRIM" 0 �I "METAL DOWNSPOUT" (TYP.) — "LAP SIDING" (TYP.) "METAL CANOPY" 2 WEST ELEVATION SCALE: 1/4" = V-0" 0 5 1 10 15'-5" C I 52'-6 1 /J" I --t- - - - - -4 - - - - - - - - - - I ACC RDION DOOR - 10'-0" D E I I fi 15-5" I I _ - _ _ _ _ _ _ I I I I I ------- �_ii --- CORNER SLIDING DOOR I� MATERIAL NOTES (ITEMS NOTED ON DRAWINGS IN QUOTATION MARKS SHALL BE AS DESCRIBED BELOW) "ARCHITECTURAL CONCRETE" - CAST -IN -PLACE ARCHITECTURAL CONCRETE (REINFORCING AND MIX PER STRUCTURAL DETAILS) WITH INTEGRAL DAVIS COLOR (COLOR PER ARCHITECT). LIGHT ACID ETCHED FINISH AT ALL EXPOSED HORIZONTAL SURFACES. DETAILED SPECIFICATIONS PER ARCHITECT INCLUDINGFOR TIE LOCATIONS, PANEL JOINTS, BOARD -FORM SIZE/ DEPTH, FORM TYPE FOR SMOOTH SURFACE, NO CHAMFER. "BELOW GRADE WATERPROOFING": LAURENCO SYSTEMS WATERPROOFING, INSTALL (2) LAYERS PER MANUFACTURER'S INSTRUCTIONS AT HABITABLE SPACE BELOW GRADE. "CARDECKING": NOMINAL 3X6 DOUGLAS FIR SELECT TONGUE AND GROOVE. REVEAL SIDE UP. "DAMP PROOFING" - BASF (WWW.BUILDINGSYSTEM.BASF.COM) MASTER SEAL 615 EMULSIFIED -ASPHALT DAMP PROOFING. INSTALL PER ARCHITECT'S DETAILS AND MANUFACTURER'S INSTRUCTIONS. "DRAINAGE MAT" - 3/8" HYDRODRAIN 400 BY AMERICAN HYDROTECH INC. (WWW.HYDROTECHUSA.COM OR 800-877-6125). INSTALL PER MANUFACTURER'S INSTRUCTIONS. "EXTERIOR WOOD JOIST W/ ENDCAP": 3X8 DOUGLAS FIR BEAM WRAPPED WITH FINISH PER SCHEDULE. ENDCAPS TO BE POWDER -COATED STEEL PER ARCHITECT DETAIL. "FABRIC MEMBRANE": FLASHING PRODUCTS, INC. (WWW.SUREFLASH.COM OR 206-568-6633) SURE FLASH FABRIC FLASHING. INSTALL PER ARCHITECT'S DETAILS AND MANUFACTURER'S INSTRUCTIONS. "FAST FLASH" LAT WINDOW / WALL PENETRATIONS): PROSOCO R-GUARD (WWW.PROSOCO.COM OR 800-255-4255) FASTFLASH LIQUID APPLIED FLASHING MEMBRANE. INSTALL PER ARCHITECT'S DETAILS AND MANUFACTURER'S INSTRUCTIONS. USE PROSOCO JOINT AND SEAM TO PREP OPENINGS AND JOINTS. USE PROSOCO AIR DAM SEALANT FOR APPLICATION AT INTERIOR SIDE OF WINDOW AND DOOR FRAMES OVER BACKER ROD AS NECESSARY. "GUARDRAIL": DETAILS AND SPECIFICATION PER ARCHITECT. WHERE REQUIRED PER CODE TO FUNCTION AS A GUARDRAIL, MINIMUM HEIGHT SHALL BE 36" WITH NO OPENINGS LARGE ENOUGH FOR A 4" SPHERE TO PASS THROUGH. LATERAL RESISTANCE AT TOP OF RAIL TO MEET OR EXCEED 50PLF AND 200LBS (CONCENTRATED LOAD). "INSULATION - BATT": OWENS CORNING ECOTOUCH PINK OR APPROVED EQUAL TO MEET ENERGY CODE. R-VALUE PER DRAWINGS "INSULATION - RIGID": RMAX THERMASHEATH POLYISOCYAN U RATE RIGID FOAM INSULATION BOARD OR APPROVED EQUAL. R-VALUE PER DRAWINGS "INSULATION - SPRAYFOAM": MANUFACTURER: DEMILEC LLC; PRODUCT: HEATLOK SOY 200 PLUS SPRAY -APPLIED POLYURETHANE FOAM INSULATION; ESR OR APPROVED EQUAL. REPORT NUMBER: ESR-3210. SPRAY FOAM SHALL BE INSTALLED BY A CERTIFIED INSTALLER. A COPY OF THE ICC ESR REPORT PRODUCT MUST BE PROVIDED ON THE JOB SITE FOR FIELD INSPECTOR VERIFICATION. R-VALUE PER DRAWINGS. WHEN USED IN R-38 CEILINGS, SPRAY FOAM INSULATION IS TO EXTEND OVER TOP OF FRAMING TOP PLATE. "MEMBRANE ROOFING" - EPDM MEMBRANE OR APPROVED EQUAL. SPECIFICATION TO BE APPROVED BY ARCHITECT PRIOR TO PURCHASE AND INSTALLATION. CONTRACTOR SHALL VERIFY COMPATIBILITY WITH "FLASHING MEMBRANE" AND "WATER RESISTIVE BARRIER". "LAP SIDING": 8" LAP WOOD SIDING (7 5/16" EXPOSED TO WEATHER) GENDAI ALKYD OIL NATURAL FINISH. FOLLOW ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS. NAKAMOTOFORESTRY. COM. CONTRACTOR TO PROVIDE ADD. ALT. PRICE FOR JAMES HARDIE V-GROOVE SIDING, FIELD PAINTED. "LAP SIDING CORNER TRIM": X MOLDING BY FRY REGLET. "METAL DOWNSPOUT": 3" DIAMETER, 24 GAUGE STEEL - CUSTOMBILT OR APPROVED EQUAL. PAINT COLOR PER ARCHITECT, COMPLY WITH SMACNA MANUAL FOR FABRICATION AND INSTALLATION. "METAL FLASHING": 24 GAUGE GALVANIZED STEEL FLASHING - CUSTOMBILT OR APPROVED EQUAL - COLOR PER ARCHITECT. COMPLY WITH SMACNA MANUAL FOR FABRICATION AND INSTALLATION. "METAL GUTTER": 5" DIAMETER HALF -ROUND GUTTERS. CUSTOM-BILT OR APPORVED EQUAL. PAINT COLOR PER ARCHITEC, COMPLY WITH SMACNA MANUAL FOR FABRICATIONA ND INSTALLATION. "METAL ROOFING": SNAP -LOCK & FLOATING CLIP ROOFING SYSTEM (CUSTOM-BILT SL-150, OR APPRV'D EQ) TO BE INSTALLED PER MFG'S SPEC "RAINSCREEN" - 5 3/4" FLUSH RAINSCREEN PANELS WITH 1/4" OPEN SEAMS, INSTALLED AT 6" O.C. "RAINSCREEN - FURRING". FOLLOW ALL MANUFACTURER'S INSTALLATION INSTRUCTIONS. PAINT SPECIFICATION PER ARCHITECT. 0 "RAINSCREEN - FURRING" - 7/8" HAT CHANNEL, ATTACHMENT THROUGH CONTINUOUS INSULATION TO STUD WALL, PER ENGINEER. CLARK DIETRICH OR APPROVED EQ. "ROOFING COVERBOARD" - DENSDECK PRIME BY GEORGIA PACIFIC(WWW.BUILDGP.COM/ROOFBOARD_DESNSECKPRIME) DIMENSION / THICKNESS PER ARCHITECTURAL DETAILS) "WATER RESISTIVE BARRIER": VAPROSHIELD (WWW.VAPROSHIELD.COM OR 866-731-7663) (1) LAYER WRAPSHIELD AT "WOOD SIDING" LOCATIONS, AND WOOD -FRAMED LOCATIONS. INSTALL PER ARCHITECT'S DETAILS MANUFACTURER'S INSTRUCTIONS. USE DOW 758 SEALANT AT VERTICAL LOCATIONS. "WOOD DECKING": 1 X 4 S4S IPE DECKING WITH CONCEALED FASTENERS (OR APPROVED EQUAL). SEAL ALL END CUTS DURING INSTALLATION. PALLETIZE DECKING PER ARCHITECT FOR REMOVAL / ACCESS TO ROOF FOR MAINTENANCE/ DRAIN CLEANOUT. SEAL COAT PER ARCHITECT. "WOOD FENCE": CLEAR WESTERN CEDAR (C AND BETTER CLEAR) 1" X 4" SPACED BOARDS ON P.T. 4X4 POSTS AND P.T. 2X4 FRAME. DETAILS PER ARCHITECT. "WOOD SOFFIT": 3/4" X 8" REVEAL ACCOYA SHIPLAP HIDDEN FASTENING APPLIED BETWEEN JOIST AND CAR DECKING. "UNDERSLAB VAPOR BARRIER": 10 MIL STEGOWRAP (WWW.STEGOINDUSTRIES.COM/PRODUCTS/STEGO-WRAP) OR APPROVED EQUAL. INSTALL PER MANUFACTURER'S INSTRUCTIONS. zj ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET PERMIT CORRECTIONS L © 2023 TYLER ENGLE ARCHITECTS 1261 REGISTERED ARCHITECT TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE 06.06.2024 08.19.2024 WEST ELEVATION AT STREET WEST ELEVATION DRAWN / CHECKED BY DRAWN BY: E. RUIVO CHECKED BY: E. LUND, T. ENGLE DATE SHEET NUMBER 06.13.2024 A2ml MAX. BUILDING HEIGHT_ (25'-0") 69.10' (V.I.F.) T.O. FINISH ROOF (24'-10") - 69.02' (V.I.F.) B.O. HEADER _ 62.66' (V.I.F.) H 0 w 0 T.O. DECK Z 55.66' (V.I.F.) xm B.O. CEILING - 5 54.49' (V.I.F.) o 1 T.O. DECK - FL 1 - +44.99' (V.I.F.) AVG. GRADE 44.12' (V.I.F.) 1 NORTH ELEVATION SCALE: 1/4" = V-0" 0 5 1 10 9 12'-0" 14'-10" 69'-2 1 /2" 21 '-3" 18'-0" 3 2 1 I I I I 3'-6" 4'-6" I I I I I I I I I I I �I 1 �I I - IL MAX. BUILDING HEIGHT 2( 5'-0") 69.10' (V.I.F.) T.O. FINISH ROOF (24'-10") - 69.02' (V.I.F.) B.O. HEADER 62.66' (V.I.F.) H 2 W 2 C9 T.O. DECK Z 55.66' (V.I.F.) m B.O. CEILING 54.49' (V.I.F.) o Lo N T.O. DECK - FL 1 AVG. GRADE - 44.12' (V.I.F.) I 2 NORTH PARTIAL ELEVATION SCALE: 1/4" = V-0" 0 ' ' 5 1 10 12'-0" 6 5 T 1 1 69'-2 1 /2" 14'-10" 2'-3" 21'-3" 18'-0" I I 3 2 1 I I I I 3'-6" 4'-6" I I I 'I I I I I I I ------ ----- --------- ----------------------- I I I .zi ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com ARDRAIL" CANOPY" PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET 06.06.2024 PERMIT CORRECTIONS A2 08.19.2024 © 2023 TYLER ENGLE ARCHITECTS 1261 REGISTERED ARCHITECT TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE NORTH ELEVATION NORTH PARTIAL ELEVATION DRAWN / CHECKED BY DRAWN BY: E. RUIVO CHECKED BY: E. LUND, T. ENGLE DATE SHEET NUMBER 06.13.2024 A2m2 MAX. BUILDING HEIGHT (25'-0") 69.10' (V.I.F.) T.O. FINISH ROOF (24'-10") 69.02' (V.I.F.) B.O. HEADER 62.66' (V.I.F.) H C9 w C9 T.O. DECK Z 55.66' (V.I.F.) J xm B.O. CEILING- - 5 54.49' (V.I.F.) o Lo N T.O. DECK - FL 1 +44.99' (V.I.F.) AVG. GRADE 44.12' (V.I.F.) m co M 0 N N 0 "LAP SIDING CORI\ "LAP SIDING" (TYP "METAL DOWNSPC EAST ELEVATION SCALE: 1/4" = V-0" 0 5 1 10 MAX. BUILDING HEIGHT 25'-0") 69.10' (V.I.F.) T.O. FINISH ROOF (24'-10") - 69.02' (V.I.F.) B.O. HEADER - 62.66' (V.I.F.) H 2 0 w 0 T.O. DECK Z 55.66' (V.I.F.) �mC B.O. CEILING- - 5 54.49' (V.I.F.) o 1 T.O. DECK - FL 1 +44.99' (V.I.F.) AVG. GRADE 44.12' (V.I.F.) m 00 M 0 04 (V 0 r` "EXTERIOR WOOD A /ENDCAP" "METAL DOWNSPOU "LAP SIDING" (TYP.) E D C B A 12'-6 1 /2" 15'-5" 10'-0" 15'-5" 1 V-8 1 /2" "WOOD SOFFIT" \L DOWNSPOUT" (TYP.) SIDING CORNER TRIM" "LAP SIDING" (TYP.) "LAP SIDING" CLAD GARAGE DOOR ----- -------------- - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - � ------ ------ ------ ------ � - F -- PARTIAL EAST ELEVATION 2 AT DINING 110 & BRIDGE 204 SCALE: 1/4" = V-0" 0 5 1 10 D C B A A B C D 10'-0" 1 V-8 1 /2" I, 1 V-8 1 /2" 10'-0" PARTIAL EAST ELEVATION 3 AT FOYER 101 & STAIR 201 SCALE: 1/4" = V-0" 0 5 1 10 "WOOD SOFFIT" (TYP.) EXTERIOR WOOD JOIST V/ ENDCAP" SIDING CORNER TRIM" "LAP SIDING" (TYP.) "EXTERIOR WOOD JO W/ENDCAP" "WOOD SOFFIT" (TYP. "LAP SIDING CORNER "LAP SIDING" (TYP.) PARTIAL WEST ELEVATION 4 AT GARAGE 108 SCALE: 1/4" = 1'-0" 0 5 1 10 "EXTERIOR WOOD JOIST W/ENDCAP" "LAP SIDING" (TYP.) "METAL DOWNSPOUT" (TYP.) PARTIAL WEST ELEVATION 5 AT BREEZEWAY 112 SCALE: 1/4" = 1'-0" 0 5 1 10 .zi ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET 06.06.2024 PERMIT CORRECTIONS A2 08.19.2024 © 2023 TYLER ENGLE ARCHITECTS 1261 REGISTERED ARCHITECT TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE EAST ELEVATION EAST PARTIAL ELEVATION WEST ELEVATION WEST PARTIAL ELEVATION DRAWN / CHECKED BY DRAWN BY: E. RUIVO CHECKED BY: E. LUND, T. ENGLE DATE SHEET NUMBER 06.13.2024 A2m3 WEST ELEVATION WEST PARTIAL ELEVATION MAX. BUILDING HEIGHT_ (25'-0")_ 69.10' (V.I.F.) T.O. FINISH ROOF (24'-10") 69.02' (V.I.F.) B.O. HEADER 62.66' (V.I.F.) H C� w C9 T.O. DECK Z 55.66' (V.I.F.) Xm B.O. CEILING 5 54.49' (V.I.F.) o co M 0 v: CN N T T.O. DECK - FL 1 _ AVG. GRADE 44.12' (V.I.F.) FERIOR WOO[ ENDCAP" ' SIDING COR :'SIDING" (TYF TAL DOWNSP 1 SOUTH ELEVATION SCALE: 1/4" = V-0" 0 5 1 10 MAX. BUILDING HEIGHT 25-0') 69.10' (V.I.F.) T.O. FINISH ROOF (24'-10") 69.02' (V.I.F.) B.O. HEADER 62.66' (V.I.F.) H 2 0 w 0 T.O. DECK Z 55.66' (V.I.F.) xm B.O. CEILING 5 54.49' (V.I.F.) o 10 (V m M 0 N N "EXTERIOR WOOD JOI W/ENDCAP" "LAP SIDING CORNER O "GUARDRAIL" "METAL CANOPY" "METAL DOWNSPOUT' T.O. DECK - FL 1 0 +44.99' (V.I.F.) - - - - - - — AVG. GRADE 44.12' (V.I.F.) I 2 SOUTH PARTIAL ELEVATION SCALE: 1/4" = V-0" 0 5 1 10 1 2 3 I I I I I 4'-6" 3'-6" I I I 18'-0" 69'-2 1 /2" 5 6 7 8 9 I I I I I � I 2'-3" [., 14'-7" 4'-101/2" 1 12'-0" L4— III I I I I I I �I I I— - I� 1 2 3 I I I I I 3'-6" I I I 4 5 6 I 69'-2 1 /2" 1 1 21'-3" 14'-7" II II L4-1 �IL 9 12'-0" - I RIOR WOOD JOIST DCAP" VG CORNER TRIM" )WNSPOUT" (TYP.) _AP SIDING" (TYP.) I I I I I zj ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET 06.06.2024 PERMIT CORRECTIONS A2 08.19.2024 © 2023 TYLER ENGLE ARCHITECTS 5261 REGISTERED ARCHITECT f lf/W'4vpe,� _,. . TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE SOUTH ELEVATION SOUTH PARTIAL ELEVATION DRAWN / CHECKED BY DRAWN BY: E. RUIVO CHECKED BY: E. LUND, T. ENGLE DATE SHEET NUMBER 06.13.2024 A2m4 MAX. BUILDING HEIGHT (15-01 - 59.12' (V.I.F.) T.O. ROOF 56.34' (V.I.F.) CONIC -FL1 _ 44.99' (V.I.F.) AVG. GRADE 44.12' (V.I.F.) 1 NORTH ELEVATION SCALE: 1/4" = V-0" 0 5 1 10 C I MAX. BUILDING HEIGHT (15'-0D _ 59.12' (V.I.F.) T.O. ROOF 56.34' (V.I.F.) CONC-FL1 44.99' (V.I.F.) AVG. GRADE EAST ELEVATION J SCALE: 1/4" = V-0" 0 5 1 10 momm 0 3 N A2.5 8 9 I I 12'-0" I I 31DING CORNER TRIM" "LAP SIDING" (TYP.) 'CLAD GARAGE DOOR D E I I 10'-0" 15'-5" - - - - - - - - L - - I I 12'-0" '-5 5/8" V-5 9'-0 3/4" I I l� 116 G GARAGE l� !I U "LEVEL 2" EV CHARGING OUT w I gon 4 A2.5 I J 00 0 Lo 0 72 (M - co N M � O 2 71 M o N ci O 5 DETACHED GARAGE FLOOR PLAN SCALE: 1/4" = 1'-0" 0 5 1 10 I "EXTERIOR WOOD JOIST W/ENDCAP" "WOOD SOFFIT" TAL DOWNSPOUT" (TYP.) �P SIDING CORNER TRIM" "LAP SIDING" (TYP.) MAX. BUILDING HEIGHT (15'-0D _ 59.12' (V.I.F.) T.O. ROOF _ 56.34' (V.I.F.) CONC-FL1 44.99' (V.I.F.) AVG. GRADE _ 44.12' (V.I.F.) WEST ELEVATION SCALE: 1/4" = 1'-0" 0 5 1 10 MAX. BUILDING HEIGHT 15'4) 59.12' (V.I.F.) T.O. ROOF 56.34'(V. I . F. ) CONC - FL 1 44.99' (V.I.F.) AVG. GRADE- 44.12' (V.I.F.) 4 SOUTH ELEVATION SCALE: 1/4" = 1'-0" 0 5 1 10 C D E I I I 10'-0" -�- - - - - - - - - - - I I I o- O 8 9 12'-0" I I - - - -- - - i I O 1 A2.5 M I Q I I I in CV 3 2.5 Fq 1.5:12 (TYP.) 0 N I I I I .S. CN n 4 I A2.5 I 6 DETACHED GARAGE ROOF PLAN SCALE: 1/4" = V-0" 0 5 1 10 FAL DOWNSPOUT" (TYP.) P SIDING CORNER TRIM" "LAP SIDING" (TYP.) 2 A2.5 'STANDING SEAM METAL ROOF" "EXTERIOR WOOD JOIST W/ENDCAP" a6yl911►Eel role] V0121:i1:71LTA h "LAP SIDING" (TYP.) PROJECT INFORMATION PROJECT DESCRIPTION DEMOLISH THE EXISTING SINGLE-FAMILY RESIDENCE. CONSTRUCTION OF A NEW SINGLE- FAMILY RESIDENCE WITH 2-CAR ATTACHED GARAGE, ALL WOOD FRAME CONSTRUCTION ON CONCRETE FOUNDATIONS PROJECT ADDRESS 376 SUNSET AVE EDMONDS, WA 98020 LEGAL DESCRIPTION SEC 23 TWP 27 RGE 03RT-10) BAAP ON E BDY CO RD 214FT N OF NE COR OF FRONT & EDMONDS STS TH ELY AT R ANG 120FT TH NLY AT R ANG 66FT TH WLY AT R ANG 120FT TH SLY 66FT TO POB PARCEL ID: 27032300101100 PROJECT DIRECTORY OWNER KEVIN & CAROLYN REID 21717 MAKAH ROAD WOODWAY, WA 98020 ARCHITECT TYLER ENGLE A.I.A. / ERIK LUND, R.A. TYLER ENGLE ARCHITECTS PS 2126 WESTLAKE AVENUE SEATTLE, WA 98121 PH 2O6.621.7150 STRUCTURAL ENGINEER SWENSON SAY FAGET EVIN GIBSON, P.E., S.E. 2124 THRID AVE, SUITE 100 SEATTLE, WA 98121 PH 2O6.443.6212 ASSOCIATED RECORDS DEVELOPMENT REVIEW COMMITTEE RECORD NO. DRC2024-0005 CRITICAL AREA RECORD NO. CRA2024-039 DEMOLITION PERMIT RECORD NO. BLD2024-0549 SINGLE FAMILY HOME RECORD NO. BLD2024-0547 ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET PERMIT CORRECTIONS A2 © 2023 TYLER ENGLE ARCHITECTS 1211 REGISTERED ARCHITECT TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE 06.06.2024 ACCESSORY STRUCTURE: DETACHED GARAGE DRAWN / CHECKED BY DRAWN BY: E. RUIVO CHECKED BY: E. LUND, T. ENGLE 08.19.2024 DATE SHEET NUMBER 06.13.2024 A2m5 MAX. BUILDING HEIGHT (25'-0") 69.10' (V.I.F.) T.O. FINISH ROOF (24'-10") 69.02' (V.I.F.) B.O. HEADER 62.66' (V.I.F.) H 0 w 0 T.O. DECK Z 55.66' (V.I.F.) xm B.O. CEILING- - 5 54.49' (V.I.F.) o Lo N T.O. DECK - FL 1 +44.99' (V.I.F.) AVG. GRADE _ 44.12' (V.I.F.) m 00 M 0 N N 1 2 3 4 5 6 I I I 1 69'-2 1 /2" 1 1 fi I I 4'-6" 3'-6" 18'-0" 21'-3" , 2'-3" , I I 1 I I I I 1 I I TYPICAL GABLE ROOF & CEILING ASSEMBLY "METAL ROOFING" "MEMBRANE ROOFING" 52 �I 40 39 38 3/4" PLYWOOD SHEATHING PER -STRUCTURAL 1 R-38+ "INSULATION -SPRAY FOAM" OPEN I 2 Oa I I?BEYOND EXTENDING OVER TOP PLATE 3x6 JOISTS PER -STRUCTURAL 5/8" GWB 1 I I 1 I 1 PVA PRIMER EXCEEDING 1 PERM INTERIOR FINISH PER -SCHEDULE - - - - - - - - - - - - - - - 1-HR FIRE RATED FLOOR/CEILING ASSEMBLY _ 3/4" IPE DECKING OVER SLEEPERS I 1 WALL ART, N.I. "MEMBRANE ROOFING" 1/4" "ROOFING COVERBOARD" "INSULATION - RIGID" SLOPED TO DRAIN 1 1 3/4" T+G EXTERIOR SHEATHING I \ 1 112 JOISTS PER-STRUCTURALR OPEN R Z A TWO LAYERS 1/2" EXTERIOR SOFFIT GWB TYPE C 20 110 24 9 I I 1 BEYOND 1 OPEN DINING I BEYOND TYPICAL FLOOR ASSEMBLY AT CRAWLSPACE I 1 INTERIOR WINDOW (STOPPED IN GLASS, PER ARCHITECT.) 1 3/4" HARDWOOD FINISHED FLOOR PLYWOOD SHEATHING PER -STRUCTURAL - -FOISTS-RER-STRUCT11RA "INSULATION - BATT", INSTALL W/ VAPOR _R-30 BARRIER ON WARM SIDE CRAWL SPACE (V-6" MIN. CLEAR BETWEEN / /'8 / / // \ < CRAWL SPACE > < CRAWLS BOTTOM OF BEAMS/ DUCTS) 2" CONC. RAT SLAB "UNDER SLAB VAPOR BARRIER" 4" CRUSHED GRAVEL / \ ':- SPACE 1 BUILDING SECTION A -A (LOOKING NORTH SCALE: 1/4" = V-0" 0 5 1 10 I ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET PERMIT CORRECTIONS L © 2023 TYLER ENGLE ARCHITECTS 5261 REGISTERED ARCHITECT TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE SECTION A -A 06.06.2024 DRAWN / CHECKED BY DRAWN BY: E. RUIVO CHECKED BY: E. LUND, T. ENGLE 08.19.2024 DATE SHEET NUMBER 06.13.2024 All MAX. BUILDING HEIGHT (25'-0") 69.10' (V.I.F.) T.O. FINISH ROOF (24'-10") 69.02' (V.I.F.) B.O. HEADER 62.66' (V.I.F.) H C� w c� T.O. DECK Z 55.66' (V.I.F.) xm B.O. CEILING 5 54.49' (V.I.F.) o Lo N T.O. DECK - FL 1 +44.99' (V.I.F.) AVG. GRADE _ 44.12' (V.I.F.) TYPICAL ROOF ASSEMBLY AT EAVES "METAL ROOFING" "MEMBRANE ROOFING" 3/4" PLYWOOD SHEATHING PER STRUCTURAL 3X"CARDECKING" "WOOD SOFFIT" 3x8 JOISTS W/ METAL ENDCAPS PER -STRUCTURAL TYPICAL ROOF ASSEMBLY AT VAULTED CEILING "METAL ROOFING" "MEMBRANE ROOFING" 3/4" PLYWOOD SHEATHING PER -STRUCTURAL R-60+ "INSULATION - SPRAY FOAM JOISTS PER -STRUCTURAL 1/2" FURRING STRIPS - — - - 5/8" GWB - - - - PVA PRIMER EXCEEDING 1 PERM INTERIOR FINISH PER -SCHEDULE TYPICAL FLOOR ASSEMBLY AT CRAWLSPACE A B C D E 52'-6 1 /1 1 V-8 1/2" 15'-5" 10'-0" 15'-5" - — - — - — - — - — - — L - — - — - — - — --- -- — - — - — - — - — - — - — — - — - — - 3/4" HARDWOOD FINISHED FLOOR PLYWOOD SHEATHING PER -STRUCTURAL JOISTS PER-STRUCTURAL -R�O—"INSULATLON--BATT_'. INSSALL W/ V BARRIER ON WARM SIDE - �RAWC�PRCE 6" MTIW-CLEAR BETWEE BOTTOM OF BEAMS/ DUCTS) 2" CONC. RAT SLAB "UNDER SLAB VAPOR BARRIER" 4" CRUSHED GRAVEL - - - - .. �� O a , 1 BUILDING SECTION B-B (LOOKING EAST SCALE: 1/4" = 1'-0" 0 5 1 10 205a 205 CLOSET E ERC, 77PVE —7 57 13 1 104I 1 O O OWDER OFFI 201 I 103.1 104.1 YER/ Ll ra 10.1IM 212.1 0 211 210 E_kDROO1M CLOSET I I 1 4 15.1 KITCHEN 115.3 I I ` - - - - - - - — - - - - - - I - - - - - - - CRAWL SPACE 23 110 DINING ROOF ASSEMBLY AT DROPPED CEILING "METAL ROOFING" "MEMBRANE ROOFING" 3/4" PLYWOOD SHEATHING PER -STRUCTURAL R-60+ "INSULATION - SPRAY FOAM JOISTS PER -STRUCTURAL 2x WOOD FRAMING 5/8" GWB PVA PRIMER EXCEEDING 1 PERM INTERIOR FINISH PER -SCHEDULE TYPICAL FLOOR ASSEMBLY 3/4" HARDWOOD FINISHED FLOOR PLYWOOD SHEATHING PER -STRUCTURAL JOISTS PER -STRUCTURAL 5/8" GWB INTERIOR FINISH PER -SCHEDULE h\ TYPICAL EXTERIOR WALL ASSEMBLY "LAP SIDING" "RAINSCREEN - FURRING" R-5 "INSULATION -CONTINUOUS" "WATER RESISTIVE BARRIER" 1/2" PLYWOOD SHEATHING PER-STRUCTURAL -2D-'MULATION - BATT" 2X6 FRAMING PER -STRUCTURAL \ 1/2" GWB \ PVA PRIMER EXCEEDING 1 PERM INTERIOR FINISH PER -SCHEDULE I ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET PERMIT CORRECTIONS L © 2023 TYLER ENGLE ARCHITECTS V-26' REGISTERED ARCHITECT TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE SECTION B-B 06.06.2024 DRAWN / CHECKED BY DRAWN BY: E. RUIVO CHECKED BY: E. LUND, T. ENGLE 08.19.2024 DATE SHEET NUMBER 06.13.2024 A3m2 MAX. BUILDING HEIGHT (25'-0") 69.10' (V.I.F.) T.O. FINISH ROOF (24'-10") 69.02' (V.I.F.) B.O. HEADER 62.66' (V.I.F.) H C� w C� T.O. DECK Z 55.66' (V.I.F.) xm B.O. CEILING- - 5 54.49' (V.I.F.) o Lo N T.O. DECK - FL 1 +44.99' (V.I.F.) AVG. GRADE _ 44.12' (V.I.F.) 9 8 7 6 5 I � I I I 69'-2 1/2" I � I 12'-0" 4'-101/2" 14'-10" I 2'-3" 1 21'-3" I � I I I TYPICAL ROOF AS EMBLY AT VAULTED CEILING "METAL ROOFING" _ _ _ _ _ _ _ _ _ _ "MEMBRANE ROOFING" 3/4" PLYWOOD HEATHING PER -STRUCTURAL R-6 + "INSULATION - SPRAY FOAM JOISTS PER -STRUCTURAL 1 1/2" FURRING STRIPS 5/8" GWB PV1A PRIMER EXCEEDING 1 PERM 1 INFERIOR FINISH PER -SCHEDULE I I TYPICA EXTERIOR WALL ASSEMBLY "LAP SIDING" 1 "RAINSCREEN - FURRING" o R 5 "INSULATION -CONTINUOUS" 208 209 207 ' 206 37 o) _ "WATER RESISTIVE BARRIER" BEDROOM BAT BATH BEDROOM /2" PLYWOOD SHEATHING PER -STRUCTURAL I 207.3 0 206.1 R-20 "INSULATION - BATT" 1 26 FRAMING PER -STRUCTURAL cr) 1 1/2" GWB I ` o PVA PRIMER EXCEEDING 1 PERM N N INTERIOR FINISH PER -SCHEDULE ILI 10 1 1 1/2" TYPE X GWB, BOTH SIDES I I /Imi 116.1 1 1 GA GE 10 .1 1 10 .1 \ /04 0 I 1 BUILDING SECTION C-C (LOOKING SOUTH SCALE: 1/4" = 1'-0" 0 5 1 10 107a � BATH 107.1 107 4 3 2 1 18'-0" 3'-6" 4'-6" I I I I 202- 205 I I A EXERCISE 52 50 OPEN BEYOND / I PVE 1 I 18 I 102 A 1 OPEN 104 20 BEYOND OFFICE 1 O 113.2 1 I I R-10 RIGID INSULATION AT GARAGE PERIMETER < CRAWLISPACE� 1 ADJACENT TO HEATED SPACE, TYP. ROOF ASSEMBLY AT DROPPED CEILING "METAL ROOFING" "MEMBRANE ROOFING" 3/4" PLYWOOD SHEATHING PER -STRUCTURAL R-60+ "INSULATION - SPRAY FOAM JOISTS PER -STRUCTURAL 2x WOOD FRAMING 5/8" GWB PVA PRIMER EXCEEDING 1 PERM INTERIOR FINISH PER -SCHEDULE TYPICAL FLOOR ASSEMBLY 3/4" HARDWOOD FINISHED FLOOR PLYWOOD SHEATHING PER -STRUCTURAL JOISTS PER -STRUCTURAL 5/8" GWB INTERIOR FINISH PER -SCHEDULE TYPICAL FLOOR ASSEMBLY AT CRAWLSPACE 3/4" HARDWOOD FINISHED FLOOR PLYWOOD SHEATHING PER -STRUCTURAL JOISTS PER -STRUCTURAL R-30 "INSULATION - BATT", INSTALL W/ VAPOR BARRIER ON WARM SIDE C+ZAWL-SPAC-E (V� ' [N.-C-LEAR-B�EEN BOTTOM OF BEAMS/ DUCTS) 2" CONC. RAT SLAB "UNDER SLAB VAPOR BARRIER" 4" CRUSHED GRAVEL I ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET PERMIT CORRECTIONS 2 © 2023 TYLER ENGLE ARCHITECTS V-26' REGISTERED ARCHITECT TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE SECTION C-C 06.06.2024 DRAWN / CHECKED BY DRAWN BY: E. RUIVO CHECKED BY: E. LUND, T. ENGLE 08.19.2024 DATE SHEET NUMBER 06.13.2024 A3m3 WINDOW SCHEDULE NUMBER LOCATION ORIENTATION TYPE R.O. WIDTH R.O. HEIGHT SILL HEIGHT UNIT AREA (S.F.) U VALUE UA VALUE NFRC/ DEFAULT REMARKS EXTERIOR WINDOWS 1 FOYER 101 WEST A 1'- 6 3/4" 6'- 6 3/4" 0'- 6" 10.25 0.30 3.08 NFRC (T) 2 FOYER 101 EAST B 1'- 6 3/4" 6'- 6 3/4" 0'- 6" 10.25 0.30 3.08 NFRC (T) 3 FOYER 101 EAST B 3'- 0 3/4" 6'- 6 3/4" 0'- 6" 20.10 0.30 6.03 NFRC (T) 4 BEDROOM 107 NORTH C 9'- 9 3/4" 7- 2 3/4" 2'- 0" 70.94 0.30 21.28 NFRC EGRESS 5 BATH 107A NORTH A 3' - 6 3/4" 1'- 6 3/4" T- 8" 5.57 0.30 1.67 NFRC 6 GARAGE 108 NORTH A 3' - 6 3/4" 1' - 6 3/4" 5'- 6" 5.57 0.30 1.67 NFRC UNHEATED SPACE 7 GARAGE 108 NORTH A 3' - 6 3/4" 1'- 6 3/4" 5'- 6" 5.57 0.30 1.67 NFRC UNHEATED SPACE 8 GARAGE 108 NORTH A 3' - 6 3/4" 1'- 6 3/4" 5'- 6" 5.57 0.30 1.67 NFRC UNHEATED SPACE 9 MUD 106 SOUTH D 5' - 6 3/4" 6'- 6 3/4" 0'- 6" 36.50 0.30 10.95 NFRC 10 BREEZEWAY 112 EAST E 6'- 0 3/4" 6'- 6 3/4" 0'- 6" 39.79 0.30 11.94 NFRC (T) 11 LAUNDRY/PANTRY 115 NORTH F 2' - 4 3/4" 3'- 8 3/4" 3- 4" 8.93 0.30 2.68 NFRC 12 LAUNDRY/PANTRY 115 EAST G 5' - 4 3/4" 3'- 8 3/4" 3'- 4" 20.12 0.30 6.04 NFRC 13 KITCHEN 114 SOUTH H 3' - 6 3/4" 1' - 6 3/4" 3'- 2" 5.57 0.30 1.67 NFRC 14 KITCHEN 114 SOUTH H 3' - 6 3/4" 1'- 6 3/4" 3'- 2" 5.57 0.30 1.67 NFRC 15 KITCHEN 114 SOUTH H 3' - 6 3/4" 1' - 6 3/4" 3'- 2" 5.57 0.30 1.67 NFRC 16 LIVING 113 SOUTH B 2'- 9 3/4" 6'- 6 3/4" 0'- 6" 18.46 0.30 5.54 NFRC 17 LIVING 113 WEST 1 14' - 2 3/4" 1'- 6 3/4" T- 8" 22.23 0.30 6.67 NFRC 18 LIVING 113 NORTH J 6'- 11 3/4" 1' - 6 3/4" T- 8" 10.90 0.30 3.27 NFRC 19 DINING 110 WEST K 9'- 3 3/4" 1' - 6 3/4" T- 8" 14.55 0.30 4.37 NFRC 20 OFFICE 104 WEST F 2'- 4 1/4" 5'- 0 3/4" 2'- 0" 11.92 0.30 3.58 NFRC EGRESS 21 OFFICE 104 WEST C 9'- 9 3/4" 5- 0 3/4" 2'- 0" 49.68 0.30 14.90 NFRC EGRESS 23 COURTYARD 111 WEST L 9'- 0 3/4"" 6'- 6 3/4" 0'- 6" 59.47 0.30 17.84 NFRC 24 COURTYARD 111 NORTH M 8'- 3 3/4" 6'- 6 3/4" 0'- 6" 54.55 0.30 16.37 NFRC 25 COURTYARD 111 EAST E 6'- 3 3/8" 6'- 6 3/4" 0'- 6" 41.22 0.30 12.37 NFRC (T) 26 COURTYARD 111 SOUTH M 8' - 6 3/4" 6'- 6 3/4" 0'- 6" 56.19 0.30 16.86 NFRC 27 FOYER/STAIR 201 WEST B 3' - 6 3/4" 6'- 6 3/4" 0'- 6" 23.38 0.30 7.01 NFRC (T) 28 FOYER/STAIR 201 WEST B V - 8 1/4" 6'- 6 3/4" 0'- 6" 11.07 0.30 3.32 NFRC (T) 29 FOYER/STAIR 201 EAST N V - 8 1/4" 8'- 0 3/4" 0'- 6" 13.61 0.30 4.08 NFRC 30 FOYER/STAIR 201 EAST N 3'- 0 1/4" 8'- 0 3/4" 0'- 6" 24.36 0.30 7.31 NFRC 31 BEDROOM 206 NORTH O 9'- 9 3/4" 6'- 6 3/4" 2'- 0" 64.39 0.30 19.32 NFRC EGRESS 32 BATH 207 NORTH A 3' - 6 3/4" 1'- 6 3/4" T- 0" 5.57 0.30 1.67 NFRC (T) 33 BATH 207 NORTH A 3' - 6 3/4" 1'- 6 3/4" T- 0" 5.57 0.30 1.67 NFRC (T) 34 BEDROOM 208 NORTH A 3' - 6 3/4" 1' - 6 3/4" T- 0" 5.57 0.30 1.67 NFRC 35 BEDROOM 208 NORTH A 3' - 6 3/4" 1' - 6 3/4" T- 0" 5.57 0.30 1.67 NFRC 36 BEDROOM 208 EAST C 9'- 9 3/4" 5- 0 3/4" 2'- 0" 49.68 0.30 14.90 NFRC EGRESS 37 BEDROOM 208 SOUTH F 2'- 4 1/4" 5- 0 3/4" 2'- 0" 11.92 0.30 3.58 NFRC EGRESS 38 BEDROOM 208 SOUTH F 2'- 9 3/4" 5'- 0 3/4" 2'- 0" 14.24 0.30 4.27 NFRC 39 HALL 203 SOUTH F 2'- 9 3/4" 5- 0 3/4" 2'- 0" 14.24 0.30 4.27 NFRC 40 HALL 203 SOUTH C 8'- 3 3/4" 5- 0 3/4" 2'- 0" 42.08 0.30 12.62 NFRC 41 BRIDGE 204 WEST L 9'- 3 3/8" 6'- 6 3/4" 0'- 6" 60.91 0.30 18.27 NFRC (T) 42 PRIMARY BATH 212 NORTH P 8'- 3 3/4" 6'- 6 3/4" 2'- 0" 54.55 0.30 16.37 NFRC (T) 43 PRIMARY BATH 212 EAST Q 2'- 9 3/4" 6'- 6 3/4" 2'- 0" 18.46 0.30 5.54 NFRC 44 PRIMARY BATH 212 SOUTH A 3' - 6 3/4" 1'- 6 3/4" T- 0" 5.57 0.30 1.67 NFRC 45 PRIMARY BATH 212 SOUTH A 3' - 6 3/4" 1' - 6 3/4" T- 0" 5.57 0.30 1.67 NFRC 46 PRIMARY CLOSET 211 SOUTH A 3' - 6 3/4" 1' - 6 3/4" T- 0" 5.57 0.30 1.67 NFRC 47 PRIMARY CLOSET 211 SOUTH A 3' - 6 3/4" 1'- 6 3/4" T- 0" 5.57 0.30 1.67 NFRC 48 PRIMARY BEDROOM 210 SOUTH Q 2'- 9 3/4" 6'- 6 3/4" 2'- 0" 18.46 0.30 5.54 NFRC EGRESS 49 PRIMARY BEDROOM 210 WEST R 14' - 0 3/4" 6'- 6 3/4" 2'- 0" 92.29 0.30 27.69 NFRC 50 PRIMARY BEDROOM 210 NORTH Q 2'- 1 1/4" 6'- 6 3/4" 2'- 0" 13.81 0.30 4.14 NFRC EGRESS 51 DECK 210A WEST K 9'- 3 3/8" 6'- 6 3/4" 0'- 6" 60.91 0.30 18.27 NFRC (T) 52 EXERCISE 205 SOUTH F 2'- 4 1/4" 5- 0 3/4" 2'- 0" 11.92 0.30 3.58 NFRC EGRESS 53 EXERCISE 205 WEST C 9'- 9 3/4" 5'- 0 3/4" 2'- 0" 49.68 0.30 14.90 NFRC EGRESS 54 FOYER 101 WEST A 3'- 0 3/4" 1' - 6 3/4" T- 8" 4.79 0.30 1.44 NFRC 55 FOYER 101 WEST A V - 8 3/4" 1' - 6 3/4" T- 8" 2.70 0.30 0.81 NFRC 56 FOYER 101 EAST A V - 8 3/4" 1' - 6 3/4" T- 8" 2.70 0.30 0.81 NFRC (T) 57 FOYER 101 EAST A 3'- 0 3/4" 1' - 6 3/4" T- 8" 4.79 0.30 1.44 NFRC (T) 58 BEDROOM 107 NORTH S 9'- 9 3/4" 1'- 6 3/4" T- 8" 15.33 0.30 4.60 NFRC 59 BRIDGE 204 EAST K 9'- 3 3/8" 1'- 6 3/4" T- 8" 14.50 0.30 4.35 NFRC 60 LIVING 113 SOUTH A 2'- 9 3/4" 1' - 6 3/4" T- 8" 4.39 0.30 1.32 NFRC 70 GARAGE 116 EAST A 3' - 6 3/4" 1'- 6 3/4" 5'- 6" 5.57 0.30 1.67 NFRC 71 GARAGE 116 EAST A 3' - 6 3/4" 1' - 6 3/4" 5'- 6" 5.57 0.30 1.67 NFRC 72 GARAGE 116 EAST A 3'- 6 3/4" 1' - 6 3/4" 5'- 6" 5.57 0.30 1.67 NFRC TOTAL 1355.39 406.62 TOTAL UA VALUE / TOTAL GLAZING AREA = x (AVERAGE WINDOW U VALUE) 0.30 (AVERAGE U VALUE) TOTAL AVERAGE GLAZED DOOR + WINDOW (VERTICAL GLAZING) U-VALUE U-VALUE = 0.28 WASHINGTON STATE ENERGY CODE VERTICAL GLAZING U-VALUE REQUIREMENT U-VALUE = 0.30 OR BETTER INTERIOR WINDOWS 22 1OFFICE 104 - T 1 2' - 9 3/4" 6'- 6 3/4" 0'-6" EXEMPT BY CONTRACTOR M WINDOW NOTES: 1. WINDOWS ARE REFERENCED ON FLOOR PLAN (A1.1 & A1.2) AND ELEVATIONS (A2.1, A2.2, A2.3, A2.4) 2. ALL WINDOW SIZES SHOWN ARE APPROXIMATE. ALL ROUGH OPENING DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY CONTRACTOR AFTER FRAMING IS COMPLETED AND PRIOR TO ORDERING WINDOWS. 3. WINDOW AREAS SHOWN ARE APPROXIMATE AND SHOULD BE VERIFIED W/ ACTUAL ROUGH OPENINGS. 4. ALIGNMENTS SHOWN IN ELEVATIONS TAKE PRECEDENT OVER R.O. DIMENSIONS. 5. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL WINDOWS FOR ARCHITECT'S APPROVAL PRIOR TO ORDER / FABRICATION. 6. AT LEAST ONE WINDOW OR DOOR LOCATED WITHIN SLEEPING ROOMS SHALL MEET EMERGENCY ESCAPE REQUIREMENTS PER IRC R310. EMERGENCY EGRESS WINDOWS AND DOORS ARE INDICTED ON SCHEDULE AS "EGRESS". 7. ALL WINDOWS SHALL BE NFRC 100, LABELED AND CERTIFIED BY THE MANUFACTURER. 8. SAFETY GLAZING TO BE PROVIDED PER IRC SECTION R308, AND AS INDICATED ON SCHEDULES AS TEMPERED (T). ALL HAZARDOUS GLAZING LOCATIONS SHALL COMPLY WITH IRC R308.4. 11. CONTRACTOR TO PROVIDE WINDOW OPENING CONTROL DEVICES IN ACCORDANCE WITH IRC R312.2.2 TO LIMIT THE WINDOW OPENING TO NO GREATER THAN 4" (FOR ALL OPERABLE WINDOWS WHERE THE SILL OF THE OPENING IS LESS THAN 24" ABOVE THE FINISH FLOOR AND GREATER THAN 72" ABOVE FINISHED GRADE). 12. WINDOW HARDWARE AND FINISHES WILL BE SPECIFIED BY OWNER / ARCHITECT. 13. WINDOW MANUFACTURER / MODEL: CASEMENT: SIERRA PACIFIC ASPEN ALUMINUM CLAD CASEMENT / 90 DEGREE HINGE OPERATION / DOUBLE GLAZING / CARDINAL LOW E 272 CLEAR CARDINAL SPACER ARGON FILLED / U-VALUE: 0.27 FIXED: SIERRA PACIFIC ASPEN FIXED ALUMINUM CLAD / DOUBLE GLAZING / CARDINAL LOW E 272 CLEAR CARDINAL SPACER ARGON FILLED / U-VALUE: 0.27 AWNING: SIERRA PACIFIC ASPEN ALUMINUM CLAD AWNING / DOUBLE GLAZING / CARDINAL LOW E 272 CLEAR CARDINAL SPACER ARGON FILLED / U-VALUE: 0.27 I ARCHITIRCTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET 06.06.2024 © 2023 TYLER ENGLE ARCHITECTS 5269 REGISTERED ARCHITECT TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE WINDOW SCHEDULE DRAWN / CHECKED BY DRAWN BY: E. RUIVO CHECKED BY: E. LUND, T. ENGLE 06.13.2024 SHEET NUMBER A6ml WINDOW TYPES NOTE: SIZES SHOWN BELOW ARE FOR THE WINDOW ONLY (NOT R.O.). REFER TO ELEVATIONS ON SHEETS A2-SERIES FOR SWING DIRECTION. io TYPE 'A' TYPE 'B' PICTURE PICTURE - PICTURE MULLED 2'-9" 1, EQ. EQ. TYPE 'C' CASEMENT - PICTURE - PICTURE MULLED EQ. Ilk EQ. EQ. EQ. AWNING PICTURE - PICTURE - PICTURE - PICTURE MULLED TYPE 'M' PICTURE - PICTURE - PICTURE PICTURE - PICTURE - PICTURE MULLED PICTURE - PICTURE - PICTURE MULLED 2'-9" EQ. EQ. Ilk TYPE 'S' TYPE 'T' PICTURE - CASEMENT - CASEMENT PICTURE - AWNING MULLED INTERIOR EQ. EQ. Ilk EQ. i. EQ. TYPE 'D' PICTURE - PICTURE PICTURE - PICTURE MULLED EQ. 1, EQ. TYPE 'J' PICTURE - PICTURE MULLED 2'-9" TYPE 'O' AWNING - AWNING - FIXED AWNING - PICTURE - PICTURE - CASEMENT MULLED EQ. i, EQ. TYPE 'E' PICTURE - PICTURE - AWNING - AWNING MULLED TYPE W PICTURE - PICTURE - PICTURE MULLED TYPE 'P' PICTURE - PICTURE - PICTURE - CASEMENT - PICTURE - CASEMENT MULLED 'I 'I TYPE 'G' CASEMENT - PICTURE MULLED EQ. EQ. EQ. ILA TYPE 'Q' PICTURE -CASEMENT MULLED TYPE 'L' PICTURE - PICTURE - PICTURE AWNING - AWNING - AWNING MULLED EQ. 1, EQ. 1, EQ. 1, EQ TYPE 'R' PICTURE - PICTURE - PICTURE - PICTURE - PICTURE - PICTURE - PICTURE - PICTURE MULLED TYPICAL WINDOW FLASHING DIAGRAM SCALE: NOT TO SCALE i s �_\ ------------------------ 1. PREPARE ROUGH OPENING WITH PROSOCO R-GUARD JOINT AND SEAM FILLER (WWW.PROSOCO.COM) 2. INSTALL METAL FLASHING ANGLE WITH BACK DAM (SET IN SEALANT). 3. LINE ROUGH OPENING (INCLUDING S.S. FLASHING ANGLE) WITH "FAST FLASH" LIQUID APPLIED FLASHING. EXTEND 9" OVER THE FACE OF THE SURROUNDING WALLS EXCEPT AT THE SHEATHING BELOW THE ROUGH OPENING. 4. WHILE SILL FLASHING IS STILL WET, INSTALL "FABRIC MEMBRANE" COUNTER FLASHING. COAT OVER FABRIC INTO ROUGH OPENING AND AT ALL EDGES OF FABRIC WITH "FAST FLASH" LIQUID APPLIED FLASHING. 5. APPLY CONTINUOUS 1/4" BEAD NON -SKINNING BUTYL CAULK ON WINDOW FLANGES BEFORE INSTALLATION. CAULK FRAME IF THERE IS NO FLANGE. DO NOT CAULK BOTTOM FLANGE. 6. INSTALL "METAL FLASHING" WITH REGLET, SET IN SEALANT. 7. INSTALL "WATER RESISTIVE BARRIER" PER MANUFACTURER'S INSTRUCTIONS. LAP "WATER RESISTIVE BARRIER" AT SILL WITH "FABRIC MEMBRANE" COUNTER FLASHING AND SET THE MEMBRANE SILL FLASHING TO THE "WATER RESISTIVE BARRIER" WITH DOW 758 SEALANT AND SEAL THE EDGE OF THE "WATER RESISTIVE BARRIER" TO THE NAIL FLANGE AT THE JAMBS AND TO THE METAL FLASHING AT THE HEAD. 8. INSTALL SIDING, AND TRIM PER ARCHITECTURAL DRAWINGS WITH BACKER ROD AND AIR BARRIER SEALANT PER MANUFACTURER'S INSTRUCTIONS AT ALL EDGES. 1 zi ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE BUILDING PERMIT 04.23.2024 © 2023 TYLER ENGLE ARCHITECTS 5211 REGISTERED ARCHITECT TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE WINDOW TYPES FLASHING DIAGRAM DRAWN / CHECKED BY DRAWN BY: E. RUIVO CHECKED BY: E. LUND, T. ENGLE C' SHEET NUMBER 04.24.2024 A6m2 DOOR SCHEDULE NUMBER LOCATION ORIENTATION TYPE R.O. WIDTH R.O. HEIGHT UNIT AREA (S.F.) U VALUE UA VALUE NFRC/ DEFAULT REMARKS EXTERIOR DOORS (ALL DOOR DIMENSIONS REFER TO R.O. UNLESS NOTED OTHERWISE, ALL GLAZED DOORS SHALL BE SAFETY GLASS - (T)) 101.1 FOYER 101 WEST A 3'- 2 1/2" T- 2" 22.99 0.30 6.90 NFRC T) 108.1 GARAGE 108 SOUTH B 3'- 2 1/2" T- 2" - 0.30 - EXEMPT UNHEATED SPACE - FIRE RATED DOOR 110.1 DINING 11� WEST C 9' - 3 5/8" T - 2" 66.66 0.30 20.00 FR (17 112.1 BREEZEWAY 112 WEST A 2'- 10 1/2" 7' - 2" 20.60 0.30 6.18 NFRC (T) 112.2 BREEZEWAY 112 EAST A 2'- 10 1/2" T- 2" 20.60 0.30 6.18 NFRC (T) 113.1 LIVING 113 WEST D 14' - 9" 7' - 2" 105.71 0.30 31.71 NFRC (T) 113.2 LIVING 113 NORTH E T- 11 1/2" T- 2" 57.03 0.30 17.11 NFRC (T) 115.2 LAUNDRY/PANTRY 115 EAST A 2'- 8 1/2" T- 2" 19.48 0.30 5.85 NFRC (T) 210.2 DECK 210a NORTH A 3'- 2 1/2" T- 2" 22.99 0.30 6.90 NFRC (T) TOTAL 336.09 100.83 TOTAL UA VALUE / TOTAL DOOR AREA = (AVERAGE DOOR U VALUE) EXTERIOR DOORS AT UNHEATED SPACE (ALL DOOR DIMENSIONS REFER TO R.O. UNLESS NOTED OTHERWISE, ALL GLAZED DOORS SHALL BE SAFETY GLASS - (T)) 108.2 GARAGE 108 NORTH B 2'- 10 1/2" T- 2" - - - NFRC UNHEATED SPACE 108.3 GARAGE 108 EAST F 18' - 2 1/2" 8'- 2" - - - EXEMPT UNHEATED SPACE 116.1 GARAGE 116 NORTH F 9'- 2 1/2" 8' - 2" - - - EXEMPT UNHEATED SPACE INTERIOR DOORS (ALL DOOR DIMENSIONS REFER TO R.O. UNLESS NOTED OTHERWISE) 101.2 STORAGE 101a - J 2'- 8 1/2" 6'- 2" - - - EXEMPT 102.1 HALL 102 - G 4' - 2" 7' - 2" - - - EXEMPT 103.1 POWDER 103 - H 2'- 8 1/2" 7' - 2" - - - EXEMPT 104.1 OFFICE 104 - H 2'- 10 1/2" T- 2" - - - EXEMPT 107.1 BEDROOM 107 - H 2'- 10 1/2" 7' -2" - - - EXEMPT 107.2 BEDROOM 107 - G 4' - 1" T- 2" - - - EXEMPT 107.3 BATH 107a - H 2'- 8 1/2" 7' - 2" - - - EXEMPT 109.1 MECH 109 - G 6'- 2 1/2" T- 2" - - - EXEMPT 115.1 LAUNDRY/PANTRY 115 - H 2'- 8 1/2" 7' - 2" - - - EXEMPT 115.3 LAUNDRY/PANTRY 115 - I 2'- 8 1/2" T- 2" - - - EXEMPT 205.1 EXERCISE 205 - H 2'- 10 1/2" 7' -2" - - - EXEMPT 205.2 EXERCISE 205 - H 2'- 8 1/2" 7' - 2" - - - EXEMPT 206.1 BEDROOM 206 - H 2' - 10 1/.2" 7' -2" - - - EXEMPT 206.2 BEDROOM 206 - H 2'- 2 1/2" 7' - 2" - - - EXEMPT 207.1 BATH 207 - H 2'- 10 1/2" 7' -2" - - - EXEMPT 207.2 BATH 207 - I 2 - 7 1/2" T- 2" - - - EXEMPT 207.3 BATH 207 - I 2'- 8 1/2" 7' - 2" - - - EXEMPT 208.1 BEDROOM 208 - H 2'- 11 1/2" 7' - 2" - - - EXEMPT 208.2 BEDROOM 208 - G 4' - 2 1/2" 7' - 2" - - - EXEMPT 209.1 BATH 209 - H 2'- 8 1/2" 7' - 2" - - - EXEMPT 210.1 PRIMARY BEDROOM 210 - H 2'- 10 1/2" 7' -2" - - - EXEMPT 211.1 PRIMARY CLOSET 211 - I 2'- 8 1/2" 7' - 2" - - - EXEMPT 212.1 PRIMARY BATH 212 - I 2'- 10 1/2" 7' -2" - - - EXEMPT 212.2 PRIMARY TOILET 212a - I 2'- 6 1/2" 7' - 2" - - - EXEMPT 213.3 STORAGE 212c - H 2'- 8 1/2" 7' - 2" - - - EXEMPT DOOR TYPES NOTE: OPERATION SHOWN IS AS VIEWED FROM THE EXTERIOR. REFER TO PLAN ON SHEET A1.1 FOR SWING AND POCKET DIRECTION. TYPE 'A' TYPE 'B' EXT. GLAZED EXT. SOLID DOOR DOOR TVDC 'C' EXT. OVERHEAD GARAGE DOOR 0 TYPE 'C' EXT. ACCORDION GLASS DOORS TYPE 'G' INT. SOLID WOOD PAIR 0 TYPE 'D' EXT. 4-PANEL GLASS SLIDING DOORS TVDC '4J' INT. SOLID WOOD DOOR TYPE 'I' INT. SOLID WOOD POCKET DOOR 0 TVDC ' 1' INT. SOLID WOOD DOOR TYPE 'E' EXT. 2-PANEL GLASS SLIDING DOORS DOOR NOTES: 1. ALL DOORS ARE REFERENCED ON FLOOR PLAN (A1.1 & A1.2) AND ELEVATIONS (A2.1, A2.2, A2.3 & A2.4). 2. ALL DOOR SIZES SHOWN ARE APPROXIMATE. ALL ROUGH OPENING DIMENSIONS SHALL BE VERIFIED IN THE FIELD BY THE CONTRACTOR AFTER FRAMING IS COMPLETED AND PRIOR TO ORDERING WINDOWS. 3. DOOR AREAS SHOWN ARE APPROXIMATE AND SHOULD BE VERIFIED W/ ACTUAL ROUGH OPENINGS. 4. ALIGNMENTS SHOWN IN ELEVATIONS TAKE PRECEDENT OVER R.O. DIMENSIONS. 5. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS FOR ALL EXTERIOR DOORS FOR ARCHITECT'S APPROVAL PRIOR TO ORDER / FABRICATION. 6. AT LEAST ONE WINDOW OR DOOR LOCATED WITHIN SLEEPING ROOMS SHALL MEET EMERGENCY ESCAPE REQUIREMENTS PER IRC R310. EMERGENCY EGRESS WINDOWS AND DOORS ARE INDICTED ON SCHEDULE AS "EGRESS". 7. ALL EXTERIOR DOORS SHALL BE NFRC 100, LABELED AND CERTIFIED BY THE MANUFACTURER. 8. ALL GLAZED DOORS SHALL HAVE SAFETY GLAZING (T), PER IRC SECTION R308 9. DOOR HARDWARE AND FINISHES SHALL BE SPECIFIED BY ARCHITECT/OWNER. a. POCKET DOOR TRACK HARDWARE SHALL BE HAFELE HAWA JUNIOR 80/Z (PRODUCT NO. 940.80.001), OR APPROVED EQUAL. b. POCKET DOOR FLUSH CUP PULLS SHALL BE EMTEK ASSA ABLOY MODERN RECTANGULAR FLUSH 6" PULL (PRODUCT NO. 220306). FINISH PER ARCHITECT. c. POCKET DOOR EDGE PULLS SHALL BE EMTEK ASSA ABLOY EDGE PULL WITH SCREWS (PRODUCT NO. 2221). FINISH PER ARCHITECT. d. PROVIDE FLOOR DOOR STOPS AT DOORS, LOCATIONS PER ARCHITECT. DOOR STOPS SHALL BE BALDWIN FLOOR BUMPER MODEL NO. 4505 (FINISH PER ARCHITECT). e. PROVIDE HINGE STOPS AT DOORS, LOCATIONS PER ARCHITECT. HINGE STOPS SHALL BE IVES 70A (FINISH PER ARCHITECT). 10. ALL EXTERIOR DOORS SHALL BE FITTED WITH PEMKO (OR APPROVED EQUAL) COMPRESSION BULB WEATHER STRIPPING. COLOR PER ARCHITECT. 11. ALL EXTERIOR DOORS SHALL HAVE A LOCKING DEVICE. KEYED LOCATIONS SHALL BE DETERMINED BY ARCHITECT / OWNER. 12. ALL INTERIOR DOORS SHALL BE SOLID CORE PAINT GRADE WOOD. 13. THE ROUGH OPENING HEIGHT AND SPECIFICATION IS MEASURED FROM SUB -FLOOR. THE EXTERIOR DOORS SHALL BE UNDERCUT FOR THE SPECIFIED THRESHOLD. THRESHOLD DETAIL PER ARCHITECT. 14. EXTERIOR DOOR MANUFACTURER / MODEL: "TYPE A": SIERRA PACIFIC 2-PANEL ALUMINUM CLAD SWING DOOR / DOUBLE GLAZING / CARDINAL LOW E 272 CLEAR CARDINAL SPACER ARGON FILLED / U-VALUE: 0.27 / OR APPROVED EQUAL "TYPE B": SOLID CORE WOOD EXTERIOR DOOR "TYPE C": SIERRA PACIFIC ALUMINUM CLAD SWINGING DOOR / DOUBLE GLAZING / CARDINAL LOW E 272 CLEAR CARDINAL SPACER ARGON FILLED / U-VALUE: 0.27 / OR APPROVED EQUAL "TYPE D": CLOPAY 4-PANEL OVERHEAD GARAGE DOOR WITH APPLIED LAP SIDING CLADDING, DETAILS AND SPECIFICATION PER OWNER/ARCHITECT. "TYPE E1 ": SIERRA PACIFIC 2-PANEL ALUMINUM CLAD PATIO SLIDING DOOR / DOUBLE GLAZING / CARDINAL LOW E 272 CLEAR CARDINAL SPACER ARGON FILLED / U-VALUE: 0.27 / OR APPROVED EQUAL "TYPE E2": SIERRA PACIFIC 4-PANEL ALUMINUM CLAD PATIO MULTI -SLIDE PLUS DOOR / DOUBLE GLAZING / CARDINAL LOW E 272 CLEAR CARDINAL SPACER ARGON FILLED / U-VALUE: 0.27 / OR APPROVED EQUAL zj ARCHITECTS 2126 Westlake Ave. Seattle, WA 98121 206.621.7150 tylerengle.com PROJECT TITLE JOB NUMBER REID 2303 326 SUNSET AVE N. EDMONDS WA, 98020 ISSUE / REVISIONS DATE PERMIT SET 06.06.2024 © 2023 TYLER ENGLE ARCHITECTS 5261 REGISTERED ARCHITECT TYLER CHASE ENGLE STATE OF WASHINGTON DEDICATED APPROVAL STAMP SPACE DRAWING TITLE DOOR SCHEDULE DOOR TYPES DRAWN / CHECKED BY DRAWN BY: E. RUIVO CHECKED BY: E. LUND, T. ENGLE SHEET NUMBER 06.13.2024 A6m3