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APPROVED BLD-BLD2021-0878 PLANSVAN DAAL RESIDENCE BUILDING PERMIT - 2021 JUNE 24 Interconnected Smoke Alarms Are A Requirement ; Of This Permit In Accordance With R314.2.2 ONE ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ _ ■ - ■ - 1 APPROVED PLANS MUST BE ON JOB SITE PROJECT INFORMATION PROJECT NO: TBD PROJECT ADDRESS: 15631 70TH AVE W, EDMONDS, WA 98026 ASSESSOR PARCEL NO: 00513100002110 LEGAL DESCRIPTION: MEADOWDALE BEACH BLK 000 D-10 TH PTN TR 21 DAF BEG NW COR TR 21 TH S03"44 09E 160.26FTTH N89*3417E 30FT TPB TH CONT N89*3417E 146.66FT TH S01 *26 42W 84.06FT TH S03"4615E 20.03FT TH S89"3417W 139.07FT TH NO3*44 09W 104.18FTAKA LOT 3 CITY ED SP S-17-75 REC AF 7601190190 PROJECT DESCRIPTION: ROOF RENOVATION TO INCLUDE NEW RIDGE SKYLIGHT SYSTEM. INTERIOR RENOVATION TO INCLUDE KITCHEN AND FIREPLACE. VICINITY MAP Picnic 1�h° s _ Point-Nonh N Lynnwood a AN DAAL RESIDENCE M� da owdale 3 ach'Park a 15631 70TH AVE W / f 5z5 � is.m sr sx loam sr sw r i �£ f � SouFhwest � County Park sas F �Bsm St Sw aZZ PERRINVILLE�aean s,sw f � � Lynnwood sza Marina L'] Edmonds w ma�nn sw Beach Park w r © � : zFams s � sw rxrns. sw PROJECT TEAM DRAWING INDEX OWNER: BEVERLY & STEVEN VAN DAAL 30.0 COVER 15631 70TH AVENUE WEST GOA PROJECT INFORMATION EDMONDS, WA 98026 beverly.vandaal@outlook.com A1.1 SITE PLAN ARCHITECT: BOARD & VELLUM ARCHITECTURE AND DESIGN A2.1 FLOOR PLAN & DEMO FLOOR PLAN CONTACT: LANCE HAYES A2.2 ROOF PLAN & DEMO ROOF PLAN 11515TH AVE E. SUITE 100 A3.1 BUILDING ELEVATIONS SEATTLE, WA 98112 A4.1 SECTIONS & ASSEMBLIES t: 206.707.8895 lance@boardandvellum.com www.boardandvellum.com STRUCTURAL ENGINEER: SWENSON SAY FAGET CONTACT: RYAN ANDERSON 2124 THIRD AVE, SUITE 100 SEATTLE, WA 98121 t: 206.443.6212 randerson@ssfengineers.com CONTRACTOR: TRUE NORTH LLC CONTACT: JED DRENGUIS SEATTLE, WA 98115 t: 206.422.8727 WACL #:TRUENNL904ML jed@truenorthseattle.com City Of Edmonds Building Department Work REMODEL Address 15631 70TH AVE W ---------------------------------------- Owner ' VAN DAAL ------------------------------ ---------------------------------- Approved Date' 07/12/2021 ---------------------- Building Official z Z5 (/1 W � Q W C) z Q W L1J O� mQ N L0 00 00 M 00 Q r-_: O O N a U) F— O O O U E a) Z3 -._- _ =3 a) U) > .-0 W cC5 a) 73 Q co L L� 9858 REGISTERED ARCHITECT JEFFRE ALFR�PELLETNIERTATE OF W EDMONDS STAMP AREA W J v J azCIO w LU Q �u C W N Q QLUW o z CO W Q) z LU Z y ¢ Cn Uj W CD O CD W M CD Z W O w m REVISION DATE DESCRIPTION ISSUANCES DATE DESCRIPTION 2021.06.24 PERMIT SUBMITTAL COPYRIGHT BOARD AND VELLUM LLC. ALL RIGHTS RESERVED. ORIGINAL SHEET SIZE IS 22N34" BOARD & VELLUM PROJECT #: 2020135.00 EDMONDS PROJECT #: TBD PLOT DATE: 2021.07.02 RECEIVED Jul 02 2021 COVERCITY OF EDMONDS DEVELOPMENT SERVICES T SHEET NO.: ------------ Permit Number BLD2021-0878 Gomo ABBREVIATIONS @ AT LB LAG BOLT AB ANCHOR BOLT LL LIVE LOAD ABV ABOVE LT LIGHT AC AIR CONDITIONING LTG LIGHTING ADJ ADJUSTABLE LVR LOUVER AFF ABOVE FINISH FLOOR LT WT LIGHT WEIGHT AFG ABOVE FINISH GRADE LVL MICROLAM LAMINATED VENEER LUMBER ANCH ANCHOR APPROX APPROXIMATE (LY) MAX MAXIMUM ARCH ARCHITECT (URAL) MECH MECHANICAL AW AWNING MED MEDIUM MFR MANUFACTURER BF BOTTOM FLUSH MIN MINIMUM BLDG BUILDING MISC MISCELLANEOUS BM BEAM MTL METAL BOT BOTTOM MW MICROWAVE BRIG BEARING BTWN BETWEEN NEC NECESSARY NIC NOT IN CONTRACT C CASEMENT NTS NOT TO SCALE CB CATCH BASIN CFM CUBIC FEET PER MINUTE 0/ OVER CJ CEILING JOIST OD OUTSIDE DIAMETER CLG CEILING OC ON CENTER CLR CLEAR OFCI OWNER FURNISHED CONSTRACTOR INSTALLED CNTR CENTER OFOI OWNER FURNISHED OWNER INSTALLED COL COLUMN OH OVERHEAD CONIC CONCRETE OPP OPPOSITE CONST CONSTRUCTION OV OVEN CONT CONTINUOUS CONTR CONTRACTOR PC PIPE COLUMN COORD COORDINATE PLAM PLASTIC LAMINATE PLYWD PLYWOOD D DRYER PSF POUNDS PER SQUARE FOOT DB DROP BEAM PSI POUNDS PER SQUARE INCH DEMO DEMOLITION PSL PARALLEL STRAND LUMBER DHW DOMESTIC HOT WATER HEATER PT POINT DIA DIAMETER PT PRESSURE TREATED DIM DIMENSION PTD PAINTED DL DEAD LOAD PWR POWER DN DOWN DRY DRYER QTY QUALITY DS DOWNSPOUT QUANT QUANTITY DW DISHWASHER DWG DRAWING R RANGE RD ROOF DRAIN EW EACH WAY REINF REINFORCING E EXISTING REQ'D REQUIRED EA EACH REF REFRIGERATOR EG EGRESS REV REVISION ELEC ELECTRICAL RF ROOF EM ELECTRIC METER RFG ROOFING EQ EQUAL RM ROOM EQUIP EQUIPMENT RO ROUGH OPENING EXH EXHAUST EXIST EXISTING S SINK EXP EXPANSION SAF SELF -ADHERED FLASHING EXT EXTERIOR SC SOLID CORE SCH SCHEDULE FD FLOOR DRAIN SCHED SCHEDULE FDN FOUNDATION SECT SECTION FIN FINISH SF SQUARE FOOT FJ FLOOR JOIST SG SAFETY GLAZING FL FLOOR SH SINGLE HUNG FO FACE OF SIM SIMILAR FURR FURRING SI SLIDING WINDOW OR DOOR FT FOOT SPEC SPECIFICATION FTG FOOTING SPF SPRUCE, PINE, FIR FURN FURNACE SO SQUARE SO FT SQUARE FOOT GA GAUGE, GAGE SS STAINLESS STEEL GALV GALVANIZED S&R SHELF AND ROD GC GENERAL CONTRACTOR STD STANDARD GEN GENERAL STL STEEL GL GLASS STRUCT STRUCTURAL GM GAS METER SYM SYMMETRICAL GR GRADE GWB GYPSUM WALL BOARD TF TOP FLUSH T&G TONGUE AND GROOVE HB HOSE BIB TEMP TEMPORARY, TEMPERATURE HC HOLLOW CORE THK THICK HDR HEADER TO TOP OF HDW HARDWARE TOG TOGETHER HORIZ HORIZONTAL TYP TYPICAL HR HOUR (FIRE RESISTANT RATING) HT HEIGHT LINO UNLESS NOTED OTHERWISE HVAC HEATING, VENTILATION & AC VAR VARIES IG INSULATED GLASS VENT VENTILATION IN INCH VERT VERTICAL INCL INCLUDING VG VERTICAL GRAIN INFO INFORMATION VIF VERIFY IN FIELD INSUL INSULATING, INSULATION INT INTERIOR W WASHER ISG INSULATED SAFETY GLASS W/ WITH W/0 WITHOUT JT JOINT WASH CLOTHES WASHER W/D WARMING & DRYER KID KILN DRIED WM WATER METER KP KING POST WS WIRE SHELVING WWM WELDED WIRE MESH LAM LAMINATED(D) LAV LAVATORY # NUMBER OF POUND(S) DRAWING SYMBOL KEY X DRAWING TITLE NORTH ARROW XX.XX DRAWING SCALE VIEW TITLE X SIM BUILDING ELEVATION DRAWING NUMBER + +146.67 6.67(E) SITE POINT ELEVATION X XX.XX SHEET NUMBER FLOOR LEVEL FLOOR ELEVATION X SIM ELEV:121'-6° DATUM INTERIOR ELEVATION DRAWING NUMBER OIL +B'-0.. SPOT ELEVATION ' SHEET NUMBER AFF DATUM SIM Al REVISION TAG X BUILDING SECTION XX DRAWING NUMBER SHEET NUMBER W # WALL/FLOOR/ROOF ASSEMBLY TYPE TAG SIM HB X WALL SECTION HOSE BIBB XX.XX DRAWING NUMBER SHEET NUMBER E EXHAUST FAN X SIM 50 CFM AIR FLOW RATE X.X DETAIL REFERENCE RAMP UP RAMP UP/DOWN DRAWING NUMBER PERCENT SLOPE SHEET NUMBER 2% f 2% DECK SLOPE TO DRAIN SIM STRUCTURAL DETAIL DRAWING NUMBER 911 / 1211 CEILING/ROOF SLOPE SHEET NUMBER RISE / RUN SD SMOKE DETECTOR SIM ARCHITECTURAL DETAIL X X.X DRAWING NUMBER CD CARBON MONOXIDE ALARM SHEET NUMBER so COMBO SMOKE/CARBON AV CUT MARK MONOXIDE DETECTOR CLOTHES ROD AND SHELF CENTERLINE 12 l X � GRID LINE � 6 ROOF PITCH FINISHES KEY SCHEDULES KEY NOTE: NOT ALL TYPES ARE USED IN THIS PROJECT. X = ITEMIZED DESCRIPTOR (NUMBER ONLY) CARPET SPECIALTY FINISH CP-X SF-X FABRIC SOLID SURFACE FB-X SS-X GLASS STONE GL-X ST-X METAL TILE MT-X TL-X PLASTIC LAMINATE WOOD PL-X WD-X PAINT WALLCOVERING PT-X WC-X RESILIENT FLOORING RF-X NOTE: NOT ALL TYPES ARE USED IN THIS PROJECT. X = ITEMIZED DESCRIPTOR (LETTER OR NUMBER) ( ) = REFERENCE PROJECT MANUAL DIVISION OEG = EGRESS SG =TEMPERED WINDOW TAG ® DOOR TAG SVG XX SALVAGE TAG (DIVISION 2) [LA)LIGHTING TAG (DIVISION 26) P-XX PLUMBING TAG (DIVISION 22) SPC-X SPECIALTY TAG (RESERVED) FUR-X FURNISHINGS TAG (DIVISION 12) EQP-X EQUIPMENT & APPLIANCE TAG (DIVISION 11) BAC-X (BATH) ACCESSORY TAG (DIVISION 10) DAC-X (DECORATIVE) ACCESSORY TAG (DIVISION 10) HWC-X (CABINET) HARDWARE TAG (DIVISION 6) HWD-X (DOOR) HARDWARE TAG (DIVISION 8) (WINDOW) HARDWARE TAG (DIVISION 8) HWW-X ENERGY CODE REQUIREMENTS REFERENCE: 2018 WASHINGTON STATE ENERGY CODE R401.3 COMPLIANCE CERTIFICATE: A RESIDENTIAL ENERGY COMPLIANCE CERTIFICATE COMPLYING WITH WSEC 401.3 IS REQUIRED TO BE COMPLETED BY A DESIGN PROFESSIONAL OR BUILDER AND PERMANENTLY POSTED WITHIN 3OF THE ELECTRICAL PANEL PRIOR TO FINAL INSPECTION. TABLE R402.1.1 INSULATION & FENESTRATION REQUIREMENTS BY COMPONENT FOR CLIMATE ZONE MARINE 4 FENESTRATION U-FACTOR 0.30 SKYLIGHT U-FACTOR 0.50 CEILING R-VALUE R-491 VAULTED CEILING R-VALUE R-381 WOOD FRAMED WALL R-VALUE R-21 INT BELOW -GRADE WALL R-VALUE "*10/15/21 + 5TB FLOOR R-VALUE R-30 SLAB ON GRADE R-VALUE & DEPTH **"R-10 , 2 FT INT - (INTERMEDIATE FRAMING) DENOTES STANDARD FRAMING 16 INCHES ON CENTER WITH HEADERS INSULATED WITH A MINIMUM OF R-10 INSULATION. ** "10/15/21 + 5TB" MEANS R-10 CONTINUOUS INSULATION ON THE EXTERIOR OF THE WALL, OR R-15 CONTINUOUS INSULATION ON THE INTERIOR OF THE WALL, OR R-21 CAVITY INSULATION PLUS A THERMAL BREAK BETWEEN THE SLAB AND THE BASEMENT WALL AT THE INTERIOR OF THE BASEMENT WALL. Ill0/15/21 + 5TBII SHALL BE PERMITTED TO BE MET WITH R-13 CAVITY INSULATION ON THE INTERIOR OF THE BASEMENT WALL PLUS R-5 CONTINUOUS INSULATION ON THE INTERIOR OR EXTERIOR OF THE WALL. "5TB" MEANS R-5 THERMAL BREAK BETWEEN FLOOR SLAB AND BASEMENT WALL. ."* R-10 CONTINUOUS INSULATION IS REQUIRED UNDER HEATED SLAB (I.E. RADIANT FLOOR HEATED) ON GRADE FLOORS. 1 IF ADVANCED FRAMING ALLOWS FULL DEPTH ACROSS ENTIRE SURFACE R-38 IS ACCEPTABLE. INSTALL R-49 IF INSULATION IS REDUCED AROUND CEILING PERIMETER R402.4 BUILDING AIR LEAKAGE AND TESTING THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE AND BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE BELOW 5 AIR CHANGES PER HOUR. R403.1 CONTROLS EACH DWELLING UNIT IS REQUIRED TO BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERATURE R403.3 DUCTS • DUCTWORK IN UNCONDITIONED SPACES SHALL BE INSULATED WITH R-8 INSULATION, MINIMUM • DUCT LEAKAGE TEST RESULTS SHALL BE PROVIDED TO THE BUILDING INSPECTOR AND HOMEOWNER PRIOR TO AN APPROVED FINAL INSPECTION. R404.1 LIGHTING: MINIMUM 90% OF LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. VENTILATION & EXHAUST NOTES REFERENCE: 2018 WASHINGTON STATE RESIDENTIAL CODE SECTIONS M1502, M1503, & M1507 RANGE HOOD 1. RANGE HOODS SHALL TERMINATE TO THE EXTERIOR THROUGH A DUCT. THE DUCT SHALL HAVE A SMOOTH INTERIOR SURFACE, BE AIR TIGHT, SHALL BE EQUIPPED WITH A BACK -DRAFT DAMPER AND SHALL BE INDEPENDENT OF ALL OTHER EXHAUST SYSTEMS PER SECTION M1503.3. 2. VENT SHALL HAVE A MINIMUM EXHAUST RATE OF 100 CFM INTERMITTENT OR 30 CFM CONTINUOUS PER TABLE 1505.4.4(1). 3. EXHAUST HOOD SYSTEMS CAPABLE OF EXHAUSTING IN EXCESS OF 400 CFM SHALL BE PROVIDED WITH MAKEUP AIR AT A RATE APPROXIMATELY EQUAL TO THE EXHAUST AIR RATE. SUCH MAKEUP AIR SYSTEMS SHALL BE EQUIPPED WITH A MINIMUM OF ONE DAMPER THAT AUTOMATICALLY OPENS WHEN THE EXHAUST SYSTEM OPERATES PER SECTION M1503.6. MECHANICAL VENTILATION - LOCAL EXHAUST 1. BATHROOMS, TOILET ROOMS, AND KITCHENS SHALL INCLUDE A LOCAL EXHAUST SYSTEM PER SECTION M1505.4.4 2. KITCHENS SHALL VENT AT 100 CFM MIN INTERMITTENT OR 25 CFM CONTINUOUS PER TABLE M1505.4.4(1) 3. BATHROOMS AND TOILET ROOMS SHALL VENT AT 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS PER TABLE M1505.4.4(1). 4. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL BE EXHAUSTED DIRECTLY OUTDOORS PER SECTION M1505.2. 5. ALL VENTILATION SYSTEM CONTROLS SHALL BE READILY ACCESSIBLE. SOURCE SPECIFIC SYSTEMS SHALL BE CONTROLLED BY MANUAL SWITCHES, TIMERS OR OTHER APPROVED MEANS THAT PROVIDE FOR AUTOMATIC OPERATION PER SECTION M1505.4.2. WHOLE HOUSE VENTILATION 1. A WHOLE HOUSE VENTILATION SYSTEM SHALL BE PROVIDED TO MEET THE REQUIREMENTS OF SECTION M1505.4. SIZE OF SYSTEM DETERMINED PER CALCULATION PROVIDED. 2. THE WHOLE -HOUSE VENTILATION SYSTEM SHALL OPERATE CONTINUOUSLY UNLESS CONFIGURED WITH INTERMITTENT OFF CONTROLS PER M1505.4.1. 3. WHOLE HOUSE VENTILATION SHALL BE EQUIPPED WITH BACK -DRAFT DAMPERS AND VENT TO THE EXTERIOR PER M 1505.4.1.2. 4. WHERE LOCAL EXHAUST VENTS ARE USED FOR WHOLE HOUSE VENTILATION, THE MINIMUM EXHAUST RATE FOR THE LOCAL EXHAUST MUST BE MET (M1505.4.4(1)) PER M1505.4. MECHANICAL VENTILATION CALCULATIONS REFERENCE: 2018 WASHINGTON STATE ENERGY CODE, R403.6, TABLE R405.5.2(1) 2018 WASHINGTON STATE RESIDENTIAL CODE M1505, TABLE M1505.4.3(1) NO CHANGE TO EXISTING HOME AREA (ALTERED SF BELOW) - CURRENT STANDARD FOR REFERENCE ONLY REQUIRED CONTINUOUS VENTILATION PER TABLE M1505.4.3(1) DWELLING UNIT FLOOR AREA (ALTERED) TOTAL SF REQUIRED AIRFLOW 1 ST FLOOR 0 SF 2ND FLOOR 0 SF 0 SF NUMBER OF BEDROOMS 4 65 CFM INTERMITTENT VENTILATION ADJUSTMENT FACTOR PER M1505.4.3(3) RATE: 50%/ 4HR 2 TOTAL REQUIRED INTERMITTENT VENTILATION 130 CFM CONFIRM EXISTING HOME FAN IS RUNNING AT 50% TIME INTERVAL MINIMUM. CONTRACT GENERAL NOTES 1. GENERAL CONTRACTOR SHALL COORDINATE A PRE -CONSTRUCTION SITE MEETING WITH OWNER, ARCHITECT AND OTHER DESIGN CONSULTANTS, AS REQUIRED. 2. GENERAL CONTRACTOR SHALL VERIFY EXISTING GRADE CONDITIONS AND HEIGHT LIMITS WITH ARCHITECT ON SITE PRIOR TO BEGINNING OF WORK AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY IN THE SITE SURVEY AND/OR OTHER DRAWINGS. 3. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK THE CONTRACTOR SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES NOTED AMONG OR BETWEEN THE CONTRACT DOCUMENTS, OWNER -PROVIDED INFORMATION, SITE CONDITIONS, MANUFACTURER RECOMMENDATIONS, OR CODES, REGULATIONS, OR RULES OF JURISDICTIONS HAVING AUTHORITY. 4. PRIOR TO COMMENCEMENT OF ANY PORTION OF THE WORK, THE CONTRACTOR SHALL BECOME FAMILIAR WITH THE CONTRACT DOCUMENTS, OWNER -PROVIDED INFORMATION, AND SITE CONDITIONS, INCLUDING TAKING AND VERIFYING FIELD MEASUREMENTS AS NECESSARY. 5. THE CONTRACTOR SHALL SECURE AND PAY FOR ALL GOVERNMENTAL PERMITS, FEES, LICENSES, AND INSPECTIONS NECESSARY FOR PROPER EXECUTION AND COMPLETION OF THE WORK, EXCEPT FOR THE GENERAL BUILDING PERMIT. 6. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY. WHAT IS REQUIRED BY ONE SHALL BE BINDING AS IF REQUIRED BY ALL. 7. REPETITIVE FEATURES NOT INDICATED IN THE DRAWINGS EVERYWHERE THAT THEY OCCUR SHALL BE PROVIDED AS IF DRAWN IN FULL. 8. SEE SPECIFICATIONS BOOK FOR REQUIRED SHOP DRAWINGS. GENERAL CONTRACTOR SHALL PREPARE AND SUBMIT SHOP DRAWINGS TO ARCHITECT; AFTER ARCHITECT'S REVIEW, TO GOVERNING AUTHORITY. 9. THE INTENT OF ARCHITECTURAL DRAWINGS, DETAILS AND SPECIFICATIONS IS TO SHOW DESIGN APPROACH. IT IS THE GENERAL CONTRACTOR'S RESPONSIBILITY AND BAILIWICK TO PROPERLY INSTALL AND EXECUTE A STRUCTURALLY SOUND, WATER AND AIR PROOFED, DURABLE PROJECT. 10. COORDINATE ALL EXTERIOR PENETRATIONS WITH ARCHITECT PRIOR TO PERFORMING WORK. 11. IT IS THE INTENT OF THE CONTRACT DOCUMENTS THAT ALL WORK COMPLY WITH THE 2015 SEATTLE RESIDENTIAL CODE, THE WASHINGTON STATE ENERGY CODE, AND OTHER APPLICABLE CODES, RULES, AND REGULATIONS OF JURISDICTIONS HAVING AUTHORITY. 12. EXTERIOR GLAZING TO BE NFRC LABELED PER 2015 WSEC R303.1.3. IN DWELLING UNITS, WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW SHALL BE A MINIMUM OF 24 INCHES ABOVE THE FINISHED FLOOR OF THE ROOM IN WHICH THE WINDOW IS LOCATED. GLAZING BETWEEN THE FLOOR AND 24 INCHES SHALL BE FIXED OR HAVE OPENINGS THROUGH WHICH A 4-INCH-DIAMETER SPHERE CANNOT PASS. EXCEPTIONS: a) WINDOWS WHOSE OPENINGS WILL NOT ALLOW A 4-INCH-DIAMETER SPHERE TO PASS THROUGH. b) OPENINGS THAT ARE PROVIDED WITH WINDOW GUARDS THAT COMPLY WITH ASTM F 2006 OR F 2090. CONTRACT DIMENSION NOTES 1. DO NOT SCALE THE DRAWINGS. LARGE SCALE DIMENSIONS GOVERN SMALL SCALE DIMENSIONS. GENERAL CONTRACTOR SHALL NOTIFY ARCHITECT OF ANY DISCREPANCY IN DIMENSIONS, PRIOR TO PROCEEDING WITH WORK. 2. AT NEW CONSTRUCTION, ALL DIMENSIONS ARE TO FACE OF FRAMING, FACE OF CONCRETE, CENTER LINE OF COLUMNS, AND CENTERLINE OF WINDOWS AND DOORS, UNLESS NOTED OTHERWISE. 3. AT EXISTING CONSTRUCTION, DIMENSIONS ARE TO FINISH FACE OF MATERIALS, UNLESS NOTED OTHERWISE. 4. SITE PLAN DIMENSIONS UNACCOMPANIED BY A LICENSED SURVEY IN THE POSTED DRAWING SET ARE CONSIDERED APPROXIMATE AND FOR REFERENCE ONLY. 5. GRAPHIC SCALES ARE PROVIDED FOR REFERENCE ONLY. WHERE DRAWINGS OF DIFFERENT SCALES ARE PROVIDED ON THE SAME SHEET, GRAPHIC SCALES ARE REMOVED FOR CLARITY. 6. DIMENSIONS WITH ACCOMPANYING TEXT (E.G. CLEAR, HOLD, EQUAL) SHALL BE VERIFIED IN FIELD. ANY CHANGES TO THESE DIMENSIONS REQUIRE APPROVAL BY ARCHITECT. BUILDING CODE SUMMARY REFERENCE: 2018 WASHINGTON STATE RESIDENTIAL CODE R308.6 SKYLIGHTS AND SLOPED GLAZING • PROVIDE LAMINATED OR FULLY TEMPERED GLASS PER R308.6.2 • PROTECTIVE SCREENS NOT REQUIRED PER R308.6.5 • DECK MOUNTED SKYLIGHTS ARE ACCEPTABLE - ROOF PITCH IS GREATER THAN 3:12 • SKYLIGHTS TO MEET TESTING AND LABELING REQUIREMENTS OF R308.6.9 R314 SMOKE DETECTORS /315 CARBON MONOXIDE ALARM • PROVIDE A SMOKE DETECTOR AND CARBON MONOXIDE IN THE FOLLOWING LOCATIONS: SO: IN EACH SLEEPING ROOM. SO: OUTSIDE EACH SEPARATE SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. CD: MINIMUM ONE AT EACH STORY OF THE DWELLING INCLUDING BASEMENT. NOTES • ALL CODE SUMMARIES ABOVE ARE FOR REFERENCE ONLY PLEASE REFER TO THE JURISDICTION'S BUILDING DEPARTMENT AND CODES FOR FURTHER DETAILS BUILDING AREA CALCULATIONS EXISTING TO REMAIN NEW EXISTING + NEW CONDITIONED SPACE (INTERIOR) GROUND FLOOR 675 SF 0 SF 675 SF MAIN FLOOR 1395 SF 0 SF 1395 SF TOTALS 2070 SF 0 SF 2070 SF z Z5 LU w Q W C) Z Q w U w `V = O� M � W Q N L0 00 00 m 00 CD 0 o N 0 U) 0 0 o Y E a) Z3 :3 a) U) > Uj a) 73 Q co L 0 L 9858 REGISTERED ARCHITECT �_ JEFFRE ALFRED PEI LETIER TATE OF WASHINGTON EDMONDS STAMP AREA W mi c J azw Q �u LU W N Q Q w z o wo z LU Zy ¢ Y.1 W CD O Z W m o z w CS - W m REVISION DATE DESCRIPTION ISSUANCES DATE DESCRIPTION 2021.06.24 PERMIT SUBMITTAL COPYRIGHT BOARD AND VELLUM LLC. ALL RIGHTS RESERVED. ORIGINAL SHEET SIZE IS 22N34" BOARD & VELLUM PROJECT #: 2020135.00 EDMONDS PROJECT #: TBD PLOT DATE: 2021.07.02 RECEIVED Jul 02 2021 PROJECT INFORMATIOW OF EDMONDS DEVELOPMENT SERVICES T SHEET NO.: GOml a d¢ _ PROPERTY LINE -- e 150.42' a'. LU d` ° "'- _°°°a�n a9,Qa dna,°'_- .�.°�, -•a.dd'_¢ . ;dd - a d a _ I `¢TT.3- -3-6d ' °-_ — -1apI,0rII" - °'Q �•- O - _•• op- T O °- - - 3 p° 3J { � 4' -; — 0" LINE a"LINE OF ROOF 0 0 ----------______ _________BOVE 25'-3° AY WALKW4" d VAN DAAL " 1Ik'II d — .Imo� d -,- a d�¢ '. RESIDENCE co _.aQ DRIVEWAY -d 4 ed 25'-0" ---------------------- ------- -- FRONT YARD 334 0" 334-0' CD m 4 Lu rn ea 0 0 O o0 o O 0O 0 o O O ------- 0 aa s_ �Qe ARCHITECTURAL SITE PLAN PLANTING AREA LINE OF ROOF ABOVE LINE OF DECK ABOVE LINE OF EXTERIOR WALLS ABOVE GROUND LEVEL PATIO BACKYARD (STAIRS NOT SHOWN) SHED PLANTING AREA J � LU W CD CD PROPERTY LINE 142.39' - - o O o O O 0 - — LAND USE/ZONING CODE SUMMARY PROJECT ADDRESS: 15631 70TH AVE W, EDMONDS, WA 98026 PROPERTY OWNERS: BEVERLY AND STEVEN VAN DAAL PARCEL NUMBER: 00513100002110 ZONE: RS-12 LOT SIZE: 14,810 SF FRONT SETBACKS: 34'-011 MIN. REQ'D: 25'-0" NORTH SIDE SETBACK: 10'-4 3/8" MIN. REQ'D: 10'-011 SOUTH SIDE SETBACK: 45'-11" MIN. REQ'D: 10'-011 REAR SETBACK: 78'-311 MIN. REQ'D: 25'-0" BUILDING SQUARE FOOTAGE: LOWER LEVEL: 1200 SF (INCLUDES UNCONDITIONED GARAGE) MAIN LEVEL: 1395 SF PROJECT SCOPE: ROOF RENOVATION TO INCLUDE NEW RIDGE SKYLIGHT SYSTEM. INTERIOR RENOVATION TO INCLUDE KITCHEN AND FIREPLACE. ADDITIONAL NOTES: 1. NO GROUND DISTURBANCE REQUIRED FOR OR DURING CONSTRUCTION LOT COVERAGE CALCULATIONS & KEY PER EDMONDS CITY CODE 16.20.030 SINGLE-FAMILY RESIDENTIAL LOT OVER 12,000 SF (RS-12) LOT AREA MAX LOT COVERAGE (35% OF LOT AREA) EXISTING HOUSE FOOTPRINT EXISTING ACCESSORY STRUCTURE FOOTPRINTS PROPOSED ADDITION FOOTPRINT EXISTING LOT COVERAGE SQUARE FOOTAGE EXISTING + NEW LOT COVERAGE SQUARE FOOTAGE EXISTING CONDITIONED SPACE EXISTING UNCONDITIONED SPACE AVERAGE GRADE CALCULATION 14,810 SF 5,183 SF 1,284 SF 229 SF 0 SF 1,513 SF 1,513 SF NOT SURVEY REFERENCED. BASED OFF ESTIMATES FROM EDMONDS GIS CORNER CORNER MIDPOINT RECTANGLE SIDE ELEVATION ELEVATION ELEVATION LENGTH TOTAL NORTH ( 336.83' + 334.00' )/2 = 335.42' X 25.25' = 8,469.36 SOUTH ( 334.00' + 334.00' )/2 = 334.00' X 25.25' = 8,433.50 EAST ( 334.00' + 334.00' )/2 = 334.00' X 50.25' = 16,783.50 WEST ( 334.00' + 336.83' )/2 = 335.42' X 50.25' = 16,854.86 TOTAL 151.00' 50,541.22 AVERAGE MIDPOINT ELEVATION (50,541.22/151.00) = 334.71' SITE PLAN KEY CONCRETE ROOF ABOVE — — — — — — — EXTERIOR WALLS ABOVE LINE OF SETBACK - - PROPERTY LINE z W 0 W z Q W W OU N Lf-) 00 00 0') 00 O 6 O CV N U) E O 0 O U E a � N Cn > W c N � > L L5 V 'T— 'O .� 9858 REGISTERED ARCHITECT JEFFE�WASHINGTON TIERTRTOAE F EDMONDS STAMP AREA W mi c az W Q Uj 2n N 0 W z rn Q W I W_ �� CDO :2111111 cc� � cmo LU T � W REVISION DATE DESCRIPTION ISSUANCES DATE DESCRIPTION 2021.06.24 PERMIT SUBMITTAL COPYRIGHT BOARD AND VELLUM LLC. ALL RIGHTS RESERVED. ORIGINAL SHEET SIZE IS 22"x34" BOARD & VELLUM PROJECT #: 2020135.00 EDMONDS PROJECT #: TBD PLOT DATE: 2021.07.02 RECEIVED Jul 02 2021 SITEPLAN CITY OF EDMONDS DEVELOPMENT SERVICES T SHEET NO.: 0' 4' 8' 16' 32' NORTH Al ml ------------------------------------------------------------------ DOORS AND WINDOWS EXISTING TO REMAIN II II OPEN (E) KITCHEN WALL TO ALLOW CASEWORK I u INSTALLATION DEMOLISH EXISTING KITCHEN AND PREP FOR NEW LAYOUT. SALVAGE EXISTING FRIDGE FOR REINSTALL I DINING I KITCHEN I REMOVE POPCORN CEILING AND PREP TO LEVEL CEILING DEPRESSIONS THROUGHOUT MAIN SPACE EXISTING INSERT TO REMAIN ABANDON EXISTING SKY LIGHT - SEAL AT INTERIOR I r---1 I I I I I I I I LIVING I I I I I I I I ENTRY BELOW — — — L 2 MAIN FLOOR PLAN - DEMOLITION 1/4" = 1'-0" (STAIRS NOT SHOWN) CL I I CL BEDROOM OWNER'S SUITE NO WORK BEDROOM 2 J 24'-7" MAIN FLOOR PLAN - PROPOSED 1/4" = 1'-0" I L— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — - 1 A3.1 1 SD3 ELECTRICAL KEY WALL KEY El FAN VENT EXISTING WALL SD SMOKE DETECTOR IF DEMO WALL CD CARBON MONOXIDE DETECTOR NEW WALL CDo COMBO SMOKE/CARBON ROOF CUT MONOXIDE DETECTOR GENERAL PLAN NOTES 1. SEE SHEET A0.1 FOR CODE INFORMATION, CONTRACT GENERAL NOTES AND DIMENSIONING NOTES. 2. ALL DOORS AND WINDOWS ARE EXISTING TO REMAIN. 3. NON -DIMENSIONED WALLS MAY ALIGN WITH FACE OF ADJACENT FINISH OR WITH EXISTING STRUCTURE. COORDINATE WITH ARCHITECT. 4. ALL FINISH FLOOR MATERIALS TO ALIGN WITH ADJACENT FLOOR FINISH UNLESS NOTED OTHERWISE. I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I _J z Z5 (/1 W � Q W C) z Q W F— L1J O� M W Q N L0 00 00 m 00 Q f-_: O O N a U) F- O O O U E a) Z3 -t- — =3 a) U) > . _0 W cC5 a) 73 Q co L = �O L 9858 REGISTERED ARCHITECT�- JEFFRE ALFRED PELLETIER TATE OF WASHINGTON EDMONDS STAMP AREA W mi c J az L W Q Q uj Lu W N Q Q W z o W o < Lu Z y 44 uj w O CD W M CD Lo Z W w CD m REVISION DATE DESCRIPTION ISSUANCES DATE DESCRIPTION 2021.06.24 PERMIT SUBMITTAL COPYRIGHT BOARD AND VELLUM LLC. ALL RIGHTS RESERVED. ORIGINAL SHEET SIZE IS 22"x34" BOARD & VELLUM PROJECT #: 2020135.00 EDMONDS PROJECT #: TBD PLOT DATE: 2021.07.02 RECEIVED FLOOR PLAN & DEMOjui 02 2021 FLOOR PLAN CITY OF EDMONDS DEVELOPMENT SERVICES T SHEET NO.: NORTH 0' 2' 4' 8' 16' A2ml ROOF PLAN - DEMOLITION 1/4" = 1'-O" DEMOLISH EXISTING ROOF SURFACE AND SHEATHING AND PREP TO RECEIVE NEW RIDGELINE SKYLIGHT SYSTEM - MAINTAIN AND PRESERVE EXISTING ROOF TRUSS STRUCTURE DEMOLISH EXISTING SKYLIGHT AND INTEGRATE OPENING INTO NEW SKYLIGHT PREP MODIFIED TRUSSES TO RECEIVE MISSING CHORDS I I II I I II I I I I I I I II I I II II III _(E) ROOF - METAL -SHINGLE PREP SKYLIGHT TO BE ABANDONED STRUCTURAL NOTES 1. SEE NOTES ON PLAN AND SECTION FOR REMAINING DETAIL SPAN AND EXTENTS STRAPPING AS INDICATED BEAM OR BLOCKING AS INDICATED ROOF PLAN - PROPOSED 1/4" = 1'-0" ROOF VENTILATION SUMMARY WALL KEY REFERENCE: R806.1, R806.2, R806.3 EXISTING WALL 1. ENCLOSED ATTICS SHALL HAVE CROSS VENTILATION FOR EACH SEPARATE SPACE BY VENTILATING OPENINGS PROTECTED AGAINST THE ENTRANCE OF RAIN OR SNOW. 2. VENTILATING OPENINGS SHALL BE PROVIDED WITH CORROSION -RESISTANT WIRE MESH WITH 1/8 INCH MINIMUM TO 1/4 DEMO WALL INCH MAXIMUM OPENINGS. 3. THE TOTAL NET FREE VENTILATING AREA SHALL NOT BE LESS THAN 1/150 OF THE AREA OF THE SPACE VENTILATED, BUT MAY BE REDUCED TO 1/300, WITH SPECIAL PROVISION BY LOCATION AND INSTALLATION TYPE NEW WALL 4. WHERE EAVE OR CORNICE VENTS ARE INSTALLED, INSULATION SHALL NOT BLOCK THE FREE FLOW OF AIR. A MINIMUM OF A 1-INCH SPACE SHALL BE PROVIDED BETWEEN THE INSULATION AND THE ROOF SHEATHING AND AT THE LOCATION OF THE VENT. ROOF CUT ROOF VENTILATION CALCULATIONS: KITCHEN, AREA OF SPACE = 640 SF -120 SF SKYLIGHT = 520 SF LIVING, DINING: REQUIRED VENTILATION AREA = 520 SF X 1/150 = 3.47 SF OR 500 SQUARE INCHES PROVIDED AREA = EXISTING TO REMAIN -APPROXIMATELY 720 SQUARE INCHES AT EAVE = 432 SQUARE INCHES AT SOFFIT = 288 SQUARE INCHES (48 LINEAR FEET AT 6 SI / LF) GENERAL PLAN NOTES 1. SEE SHEET A0.1 FOR CODE INFORMATION, CONTRACT GENERAL NOTES AND DIMENSIONING NOTES. 2. ALL DOORS AND WINDOWS ARE EXISTING TO REMAIN. 3. NON -DIMENSIONED WALLS MAY ALIGN WITH FACE OF ADJACENT FINISH OR WITH EXISTING STRUCTURE. COORDINATE WITH ARCHITECT. 4. ALL FINISH FLOOR MATERIALS TO ALIGN WITH ADJACENT FLOOR FINISH UNLESS NOTED OTHERWISE. z Z5 (/1 W � Q W C) z Q W L1J O� ry mQ N L0 00 00 m 00 Q f-_: O O N a U) F- O O O U E a) Z3 -._- _ =3 a) U) > . _0 W cC5 a) 73 Q co L = �O L 9858 REGISTERED ARCHITECT �- JEFFRE AL�WASHING�TON TTOAE F EDMONDS STAMP AREA W mi c J az L W Q Q uu W N Q Q E C.W z o Wco z QLu Z y Q c-- Y.1 W O Z W :11111111 cc M CD Z W O Lu a- w m REVISION DATE DESCRIPTION ISSUANCES DATE DESCRIPTION 2021.06.24 PERMIT SUBMITTAL COPYRIGHT BOARD AND VELLUM LLC. ALL RIGHTS RESERVED. ORIGINAL SHEET SIZE IS 22"x34" BOARD & VELLUM PROJECT #: 2020135.00 EDMONDS PROJECT #: TBD PLOT DATE: 2021.07.02 RECEIVED ROOF PLAN & DEMO RAW2 2021 PLANCITY OF EDMONDS DEVELOPMENT SERVICES T SHEET NO.: NORTH 0' 2' 4' 8' 16' A2m2 0 N ESTIMAT 359' - 81 �ESTIMAT 334' .81 3 NORTH ELEVATION - PROPOSED 1/4" = 1'-0" ESTII 359' 334' EAST ELEVATION - PROPOSED 1/4" = 14" ESTIMATED HEIGHT 359' - 81/2" ROOF- 2" 357' TOP OF PLATE 350'-11" LEVEL 2 343- 2" EVEL 1.5 - LANDING 338' - 0" ® ESTIMATED AVERAI LEVEL 1 334' - 81/2" 334' - 0" 1 WEST ELEVATION - PROPOSED 1/4" = 1'-0" ROOF 357' - 2" OF PLATE 350' -11 " LEVEL 2 343 - 2" - LANDINGS 338' - 0" LEVEL 11 334' - 0" FF 2 2" 2 2" 1 334' - 0" Z5L W L L C N L0 00 00 m 00 Q f-_: O o N a U) F- 0 0 O U E a) Z3 — =3 a) U) > . _0 W cC5 a) 73 Q co Lo 0 Lo 9858 REGISTERED ARCHITECT �- JEFFRE AL�WASHINGTON TTOAE F EDMONDS STAMP AREA W mi az L W Q Q Lu W N Q Q W z o Wco z p = LU cn Z CA¢ P-- U cc Y.1 W CDZ W cc M O w Z W O m REVISION DATE DESCRIPTION ISSUANCES DATE DESCRIPTION 2021.06.24 PERMIT SUBMITTAL COPYRIGHT BOARD AND VELLUM LLC. ALL RIGHTS RESERVED. ORIGINAL SHEET SIZE IS 22"x34" BOARD & VELLUM PROJECT #: 2020135.00 EDMONDS PROJECT #: TBD PLOT DATE: 2021.07.02 RECEIVED Jul 02 2021 BUILDING ELEVATIONSCITYOFEDMONDS DEVELOPMENT SERVICES =WrMT SHEET NO.: 0' 2' 4' 8' 16' COUNTERFLASHING FASCIA - FINISH TO MATCH SKYLIGHT SYSTEM RIDGE SKYLIGHT SYSTEM --------------------- RETRACTABLE SHADING SYSTEM BRING INTERIOR FINISH \ UP TO SKYLIGHT SYSTEM WRAP ROOFING MEMBRANE UP AND IN - CONNECT TO SKYLIGHT WEATHER CONTROL LAYERS PATCH AND REPAIR EXISTING ROOF AT INTERFACE WITH NEW SKYLIGHT SYSTEM - PROVIDE FULL PERIMETER FLASHING EXISTING WOOD ,TRUSS "ftWQjj,V,ENTILATION FAN ftft._♦ INTERIOR WALL ASSEMBLY MAINTAIN (E) GABLE V PER VENTILATION CALCULATIONS ON A2. ELEVATIONS ON A3.1 I I All exhaust fans shall tern outside the building. Maintain required attic ve 5/8" GYPSUM BOARD - PROVIDE BLOCKING REINFORCEMENT TO ENSURE SMOOTH PAINTED FINISH (VAPOR CONTROL LAYER) R-21 BATT INSULATION WITHIN 2X6 FRAME WALL R-49 - ATTIC INSULATION FRAME WALL --COORDINATE WITH TRUSS SPACING LOW VOLTAGE LED TAPE LIGHTING WITH DIFFUSER WOOD TRIM SURROUND TOP OF PLATE 350' -11 " — REFINISHED CEILING - PATCH GYPSUM BOARD AT INTERFACE WITH TRIM -OUT DETAIL - SKYLIGHT WALL 1 1 /2" = 14" ADD CELLULOSE INSULATION TO ACHIEVE R-49 MINIMUM MAINTAIN (E) SOFFIT VENTS PER A2.2 - RETAIN VENTILATION BAFFLES, TYP EACH END SECTION - N-S THROUGH SKYLIGHT 1 /2" = 14" MIN. 2x4 TOP CHORD BLOCKING, TYP, AT NEW SKYLIGHTS LTP5 W/ (12) 0.131"x 1-1/2" NAILS. NAILS SHALL PENETRATE THROUGH (E) TRUSS PLATE. SKYLIGHT CURB ASSEMBLY BY MANUFACTURER CS14 x 32" CENTERED ON TOP CHORD SPLICE. LOCATE SPLICE MIN.16" FROM EDGE OF NEW SKYLIGHT WELL. (E) TRUSS PLATE, CUT TO REMOVE DISCONTINUOUS TOP CHORD AND WEB MEMBERS CS14 x 3-0" CENTERED ON RIDGE W/ (15) 0.148" DIA x 2-1/2" NAILS INTO EACH TRUSS TOP CHORD AT REPAIRED TRUSSES. OMIT NAILS FOR 3" EITHER SIDE OF RIDGE. - - 2x BLOCKING PER PLAN 26 STUD EA SIDE OF EA (E) TRUSS W/ (2) SDWS22300 SCREWS TO TOP AND BOT CHORD OF TRUSS _TOP OF PLATE 350'-11" PATCH & INFILL ROOF TO MATCH ADJACENT AT VACATED SKYLIGHT OPENING ROOF 357' - 2" TOP OF PLATE 350'-11" LEVEL 2 343- 2" z Z5 c/1 w Q n W C) Z Q W w O� M ry W Q N L0 00 00 m 00 Q r-_: o r� o N a U) F- O O O U E a) Z3 -._- _ =3 a) U) > . _0 W a) 73 Q co L 0 L 9858 REGISTERED ARCHITE/CT�_ JEFFRE ALFRE�IELLETNIER TATE OF WA EDMONDS STAMP AREA W mi C J az L W Q Q Uj W N Q Q E W z o W z LU Z CA Y.1 W CD Cn CD W cc M CD Z W CS w m REVISION DATE DESCRIPTION ISSUANCES DATE DESCRIPTION 2021.06.24 PERMIT SUBMITTAL COPYRIGHT BOARD AND VELLUM LLC. ALL RIGHTS RESERVED. ORIGINAL SHEET SIZE IS 22"x34" BOARD & VELLUM PROJECT #: 2020135.00 EDMONDS PROJECT #: TBD PLOT DATE: 2021.07.02 RECEIVED Jul 02 2021 SECTIONS & ASSEMBIIBFEDMONDS DEVELOPMENT SERVICES T SHEET NO.: SECTION - EAST -WEST THROUGH SKYLIGHT - TRUSS REPAIR SECTION 1 /2" = 14" A4ml