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SEE REV1 APPROVED BLD2024-0321+Architectural_Plan+3.7.2024_5.06.20_PM+4112422F-1 A1515REVIATION5 AB ANCHOR BOLT HT HEIGHT AGGK AGGREGATE hVAC HEATING, VENTILATION ALT ALTERNATE � AIR CONDITIONING APPROX APPROXIMATE ID INSIDE DIAMETER ARCH ARCHITECTURAL INSUL INSULATION BD BOARD INT INTERIOR BLDG BUILDING JNT JOINT BILK BLOCK JST JOIST BLKG BLOCKING LFA LOAD FROM ABOVE BM BEAM MAX MAXIMUM BOT BOTTOM MFR MANUFACTURER BTWN BETWEEN MIN MINIMUM CJ CONTROL JOINT MISC MISCELLANEOUS CLR CLEAR MO MASONRY OPENING CMU CONCRETE MASONRY MTL METAL UNIT NO NUMBER COL COLUMN NTS NOT TO SCALE CONC CONCRETE OC ON CENTER CONN CONNECTION OD OUTSIDE DIAMETER CONSTR CONSTRUCTION OH OVERHEAD CONT CONTINUOUS OPG OPENING DEG DEGREE OPP OPPOSITE DET DETAIL PCT PRE -CAST DTL DETAIL PL PROPERTY LINE DIAG DIAGONAL PLYWD PLYWOOD DIA DIAMETER PLY PLYWOOD 0 DIAMETER KID ROOF DRAIN DN DOWN RE: REFER TO ... DWG DRAWING REINF REINFORCED (E) EXISTING READ REQUIRED EA EACH KM ROOM EJ EXPANSION JOINT RO ROUGH OPENING EIFS EXTERIOR INSULATION SCHED SCHEDULE * FINISH SYSTEM SECT SECTION EL ELEVATION SF SQUARE FOOT ELEV ELEVATION SHT SHEET EQUIP EQUIPMENT SIM SIMILAR EW EACH WAY SPEC SPECIFICATION EXF EXPANSION SQ SQUARE EXT EXTERIOR SS STAINLESS STEEL FD FLOOR DRAIN STAGG STAGGERED FDN FOUNDATION STD STANDARD FF FINISH FLOOR STIFF STIFFENER FIN FINISH STL STEEL FLR FLOOR STRUC STRUCTURAL FND FOUNDATION TR TREAD FOB FACE OF BRICK TSB TOP * BOTTOM FOC FACE OF CONCRETE TAG TONGUE * GROOVE FS FULL SIZE THK THICK FT FOOT OR FEET T/ TOP OF FTG FOOTING TYP TYPICAL FUPIP, FURRING LINO UNLESS NOTED GA GAUGE OTHERWISE GALV GALVANIZED VER VERIFY GR GRADE VERT VERTICAL GYP GYPSUM W/ WITH GYP BD GYPSUM BOARD W/O WITHOUT GWB GYPSUM WALL BOARD (L 7 CENTERLINE PLATE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE Parcel Garage Conversion 8918 218th St SW, Edmonds, WA 98026 GENERAL NOTES: GLAZING f- EGRESS: DOOR/WINDOW TAG: ALL HEADERS ARE TO BE 4x SIZES TO ACCOMMODATE RIGID INSULATION, UNLESS _ S SPIF CIfI D OTHERWISE BY STRUCTURAL Tl RA NGIN RIN -,. DI50RIMER: THESE GENERAL NOTES ARE NOT NECESSARILY PROJECT 5GG8 = WIDTH FEET/INCHES X OPENING HEIGHT FEET/INCHES SPECIFIC, AND SOME NOTES MAY NOT APPLY TO EACH PROJECT. EXAMPLE: 5GG8 IS 5'-G" WIDE x 0-8" TALL EXPOSED FRAMING SHALL BE PRESSURE TREATED (PT) VERTICAL HORIZONTAL FRAMING AT WATERPROOFED WALKWAYS AND PRIVATE DECKS. ALL WORK IS TO COMPLY WITH THE LATEST ADOPTED VERSION OF THE BASEMENTS AND EVERY SLEEPING ROOM TO HAVE MIN. WINDOW OPENING OF ALL EXPOSED BEAM HANGERS SHALL BE POST HOT -DIPPED GALVANIZED AND INTERNATIONAL RESIDENTIAL CODE (IRC) AND/OR ANY APPLICABLE COUNTY OR 5.7 SQ. FT. WITH A MIN. WIDTH OF 20" AND A SILL HEIGHT NOT MORE THAN HAVE CONCEALED FLANGES. LOCAL JURISDICTION. (IBC, IMC, WSEC, UPC) 44" ABOVE FIN. FLR. PROVIDE WALL BLOCKING FOR ALL WALL MOUNTED EQUIPMENT (SUCH AS THE CONTRACTOR IS RESPONSIBLE TO CHECK THE PLANS AND IS TO NOTIFY WINDOWS SHALL HAVE TEMPERED GLAZING IF ANY SINGLE PANE OF GLASS TOWEL BARS, GRAB BARS, TOILET PAPER HOLDERS, DOOR STOPS, ETC.) THE DESIGNER OF ANY ERRORS OR OMISSIONS PRIOR TO THE START OF LARGER THAN 9 SQUARE FEET, IF WITHIN 24" OF ANY DOOR (REGARDLESS OF CONSTRUCTION. OWNER/CONTRACTOR SHALL VERIFY WITH LOCAL BLDG. DEFT. WALL PLANE), IF THE BOTTOM EDGE IS LESS THAN 1 8" ABOVE THE FINISHED ALL CONNECTORS ARE TO BE 51MF50N STRONG TIE PRODUCTS , UNLESS WHICH CLIMATE ZONE THE PROJECT WILL BE BUILT IN. FLOOR FLOOR OR WALKING, OR IS LOCATED WITHIN 3G" FROM A WALKING NOTED OTHERWISE. SURFACE. WRITTEN DIMENSIONS SHALL HAVE PRECEDENCE OVER SCALED DIMENSIONS. HANDGRIP SECTION NOTES: DO NOT SCALE THE DRAWINGS. ALL EXTERIOR WINDOWS ARE TO BE DOUBLE GLAZED AND ALL EXTERIOR TYPE I - CIRCULAR DOORS ARE TO BE SOLID CORE WEATHERSTRIPPING. PROVIDE 1/2" DEAD BOLT OUTSIDE DIAMETER BETWEEN 1 1/4" AND 2" THIS PLAN IS DESIGNED TO MEET THE CURRENTLY ADOPTED WASHINGTON LOCKS ON ALL EXTERIOR DOORS AND LOCKING DEVICES ON ALL DOORS AND STATE ENERGY CODE (2018). WINDOWS WITHIN 10' (VERTICAL) OF GRADE. PROVIDE PEEPHOLE 54-GG" TYPE I - NON -CIRCULAR ABOVE FIN. FLR. ON EXTERIOR ENTRY DOORS. PERIMETER DIMENSION BETWEEN 4" AND G 1/4" INFILTRATION: THE SEALING METHODS BETWEEN DISSIMILAR MATERIALS SHALL CROSS SECTION DIMENSION MAX. 2 1/4" ALLOW FOR DIFFERENTIAL EXPANSION AND CONTRACTION. THE FOLLOWING GLAZING IN DOORS AND ENCLOSURES FOR HOT TUBS, WHIRLPOOLS, SAUNAS, EDGES SHALL HAVE RADIUS MIN. 0.01" SHALL BE CAULKED, GASKETED, WEATHERSTKIFPED, OR OTHERWISE SEALED STEAM ROOMS, BATHTUBS, * SHOWERS, AND IN ANY PART OF A BUILDING WITH AN AIR BARRIER MATERIAL, SUITABLE FILM, OR SOLID MATERIAL. WALL ENCLOSING THESE COMPARTMENTS, WHERE BOTTOM EDGE OF GLAZING TYPE 2 - PERIMETER GREATER THAN G 1/4" • ALL JOINTS, SEAMS, AND PENETRATIONS IS LESS THAN GO" MEASURED VERTICALLY ABOVE ANY STANDING OR WALKING GRASPABLE FINGER RECESS AREA BOTH SIDES OF PROFILE • SITE BUILT WINDOWS, DOORS, AND SKYLIGHTS SURFACE, TO BE TEMPERED GLAZING. TO BEGIN WIN 3/4" MEASURED VERTICALLY FROM THE TALLEST PART OF THE • OPENINGS BETWEEN WINDOW AND DOOR ASSEMBLIES AND THEIR PROFILE RESPECTIVE JAMBS AND FRAMING ALARMS t ELECTRICAL: TO ACHIEVE A DEPTH MIN. 5/ 1 G" WIN 7/8" BELOW THE WIDEST PART OF THE • UTILITY PENETRATIONS SMOKE DETECTORS SHALL BE INSTALLED IN EA. SLEEPING ROOM, OUTSIDE PROFILE • DROPPED CEILINGS OR CHASES ADJACENT TO THE THERMAL ENVELOPE THE IMMEDIATE VICINITY OF EACH SLEEPING AREA, AND ON EACH STORY OF TO CONTINUE MIN. 3/8" TO A LEVEL MIN. 1 3/4" BELOW THE TALLEST PART OF • KNEE WALLS THE DWELLING. ALL DETECTORS SHALL BE HARDWIRED INTO BUILDING POWER THE PROFILE • WALLS AND CEILINGS SEPARATING THE GARAGE FROM CONDITIONED SPACES SUPPLY W/BATTERY BACKUP AND BE INTERCONNECTED SUCH THAT THE WIDTH OF THE HANDRAIL ABOVE THE RECESS BETWEEN 1 1/4" AND 2 3/4" • BEHIND TUBS AND SHOWERS ON EXTERIOR WALLS ACTUATION OF ONE ALARM WILL ACTUATE ALL THE ALARMS AND WILL BE EDGES SHALL HAVE RADIUS MIN. 0.0 1 " • COMMON WALLS BETWEEN DWELLING UNITS AUDIBLE IN ALL SLEEPING AREAS OVER BACKGROUND NOISE LEVELS WITH ALL • OTHER SOURCES OF INFILTRATION INTERVENING DOORS CLOSED. INSULATION: ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS, EXTERIOR LOCATIONS, SYMBOL LEGEND ALL EXPOSED INSULATION IS TO HAVE A FLAME SPREAD RATING NOT TO AND GARAGES SHALL BE G.F.I. OR G.F.I.C. PER NATIONAL ELECTRICAL CODE EXCEED 25. A SMOKE -DEVELOPED INDEX NOT TO EXCEED 450, WHEN TESTED (N.E.C.) REQUIREMENTS. X BUILDING DETAIL # IN ACCORDANCE WITH ASTM E 84, AND CRITICAL RADIANT FLUX NOT LESS # SECTION SHEET # THAN 0. 12 WATTS PER SQUARE CENTIMETER. WHOLE HOUSE VENTILATION TO BE MET PER IRC SECTION M 1 505.4.3 t IRC REFERENCE TABLE M 1 505.4.3(I ): DWELLING AREA < 1 ,500; BEDROOMS 0- 1; RATE INSULATE ALL ACCESS DOORS/HATCHES TO CRAWLSPACES AND ATTICS TO THE REQUIREMENT 30 CFM. # DETAIL DETAIL # EQUIVALENT RATING OF THE WALL, FLOOR, OR CEILING THROUGH WHICH THEY # REFERENCE SHEET # PENETRATE. ENERGY NOTES: PROVIDE POSITIVE VENTILATION AT EACH END OF RAFTER SPACE AT VAULTED CEILING AREAS, AND INSULATION BAFFLES AT SAVE VENTS BETWEEN RAFTERS. WASHINGTON STATE ENERGY CODE: ZONE 5 * MARINE 4 RAFTER VENTILATION IS ALSO REQUIRED AT BLOCKING LOCATIONS ABOVE THE ROOF (VAULTED CEILING) R-38 ROOF (FLAT CEILING) R-49 EXTERIOR WALLS R-2 1 INSULATION UNDERFLOOR INSULATION R-30 WALLS BELOW GRADE (INTERIOR) K-2 1 WALLS BELOW GRADE (EXTERIOR) R-1 0 SLAB EDGES @ HEATED AREAS R-1 0 AIR DUCT (AT UNHEATED AREA) R-8 MAXIMUM GLAZING AREA NO LIMIT GLAZING U-FACTOR (VERTICAL) U=0.30 GLAZING U-FACTOR (OVERHEAD) U=0.50 LAZING/ DOORS/ELEC DOOR U-FACTOR (DOORS W/MORE THAN 50% GLAZING SHALL BE CONSIDERED A WINDOW) U=0.20 FURNACE PERFORMANCE 80% EFF. RECESSED LIGHTING FIXTURES IC RATED 3.4 DUCTLESS SPLIT SYSTEM, ZONAL 0.5 CONTROL. MIN HSPF OF 10 CREDITS 4 ELECTRIC RESISTANCE WITH DUCTLESS 1.5 HEAT PUMP CREDITS TOTAL CREDITS: 2.0 CREDITS Heat pump was installed under BLD2023-0871, which the permit has expired without inspections. To qualify for selected energy credits, inspections on expired permit must completed. Inspector; Please verify heat pump installation and document on permits. Interconnected Smoke Alarms Are A Requirement 11 Of This Permit In Accordance With R314.2.2 tl PLATE. PROVIDE I SQ. FT. OF ROOF VENTILATION FOR EVERY 150 SQ. FT. OF LIVING AREA. PROVIDE I SQ. FT. OF CRAWL SPACE VENTILATION FOR EVERY 150 SQ. FT. OF LIVING AREA. JOISTS * TRUSSES: ROOF AND FLOOR JOIST LOCATIONS ARE SCHEMATICALLY SHOWN ON THE PLANS. IT IS NOT THE INTENT OF THE STRUCTURAL PIANS TO GRAPHICALLY LOCATE ALL FRAMING MEMBERS. THE CONTRACTOR IS RESPONSIBLE FOR SPACING FRAMING MEMBERS AS NOTED ON THE PLANS AND GENERATING MEMBER LAYOUT FOR SHOP DRAWINGS AND QUANTITY TAKEOFFS. THE TRUSS AND JOIST MANUFACTURER SHALL VERIFY BEARING COMPATIBILITY (CRUSHING) WITH THE PLATE MATERIAL. TYPICALLY, COMPOSITE BEAMS SHALL BE FULLY BEARING ON 2x_ WALLS. I.E. BREAK RIM OR BLOCKING TO ALLOW FULL BEARING OVER PLATES. DIRECTION OF ALL OSB SHEETS PERPENDICULAR TO JOIST DIRECTION. Work Separate Plumbing Permit Required. Please apply via MyBuildingPermit.com City Of Edmonds Building Department GARAGE CONVERSION Address ` 8918 218TH ST SW Owner ;------------------------------- PARDI ------------------------------- ---------------------- Approved Date 0470112024 -------------- ------------ Buildina Official Erg Permit Number BLD2024-0321 SHEET INDEX 5HEET 5HEET CONTENTS C5 COVER SHEET AO.0 ENERGY CALCULATIONS AO. I SITE PLAN A I .0 A5-BUILT BUILDING ELEVATIONS A I . I PROPOSED BUILDING ELEVATIONS A2.0 A5-BU I LT FLOOR PLAN A2. 1 PROPOSED FLOOR PLAN A3.0 OVERALL ROOF PLAN A3. I DETAILS * SCHEDULES 51 . 1 STRUCTURAL NOTES 51.2 STRUCTURAL NOTES � DETAILS 52.1 FOUNDATION PLAN 52.2 ROOF FRAMING PLAN 53.1 FI R5T LEVEL 5H EAR PLAN 54.1 TYPICAL DETAILS, 54.1 ROOF FRAMING DETAILS TOTAL NUMBER OF SHEETS I G PROJECT LOCATION Z `� Place Middle Bell St a SO-1 =�—�O i' 208th St SW -M2InSt = 1 > afe ew v_ = N Maple St � 'ins( Pork `L >210th St S' i i Alder St Inut St Walnut St Hq �a/7 3F-_212thStSW— cedar St i i d a`o$, � I 3 i� e St Spruce St v q EdmonclsWoodway, � v K'tlo,� wayhigh f School 215th St SW 1 Sty vi 214th PI SW I v 21'>0 St SW f > �I Pine St t 216th St SW 216th St SW D 216th St SW Swedish 216th St < id < Medical 2 7th St SW n 217t St SW:E Fi I Cerrter Edmonds 't ¢ m g Dropped pin - 218th St SW I V I _mdfstsw-: — -- Elm`�l Westgate `p Elementary Scholl I > o ,o 222nd St SW 222nd S[ SW I Birch St w > a se � w > i a <% 224th St SW 224th St sw 224th stl sw 224th St sw N r 2Sth St SW I F �' 1D 226th St SW Es pe raln ce API S'N ' —2MthStSWa —, �2?&hStS1N--- .st5w— 228Uf s iI y �I PROJECT INFORMATION CLIENT: Tylee * James Pardi CONTACT: tayleerobin5on@gmail.com 51TE 89 18 2 18th St 5W ADDRE55: Edmonds, WA 98026 PARCEL #: FLOOR AREAS: 1 5t FLOOR: (E)20G7 5Q FT, (N) 246G 5Q PT GARAGE: (E)718 5Q FT, (N) 299 5Q 5T TOTAL: 2785 5Q IFT (NO CHANGE TO BUILDING FOOTPRINT) LOT SIZE: 13,OG8 5Q FT ZONING: R5-8 MIN LOT AREA 8,000 5Q FT UNITS PER ACRE 5.5 MIN. LOT WIDTH 70 FT STREET SETBACK 25 FT SIDE SETBACK 7.5 FT REAR SETBACK 15 FT MAX. HEIGHT 25 FT MAX. LOT 35% COVERAGE Protect Descrtntton: The project 15 an existing 1-story residence. Addition consists of using 4 19 5c( ft of an ex15ttng 7 1 8 5,5[ ft of the attached two car garage into livable space. The the remaining space will be utilized for one -car garage. DISCLAIMER: / OLYMPIC HILLS DRAFTING C� DESIGN, LLC Olympic Hills Drafting & Design, LLG Seattle, VNA 301.255.1841 ►.1 I 9 "or,, O nnL -�' > (� O U C Q� C\J 0 C(3 Q� U QD m CO W ~ 7) L Q_ Drawn: NAB Designed: NAB Scale: AS SHOWN Date: 3/7/2024 CONTRACTOR IS TO VERIFY ALL SITE CONDITIONS AND ADAPT DESIGN PLANS AS NECESSARY. ANY RESPONSIBILITY OF OLYMPIC HILLS DRAFTING * DESIGN, LLC FOR ANY RECEIVED DAMAGES RELATING TO THE ACCURACY AND INTEGRITY OF THESE PLANS SHALL BE Mar 11 2024 LIMITED TO THE AMOUNT OF FEE CHARGED. IF ANY DISCREPANCY BETWEEN THESE PLANS AND THE SITE CONDITIONS DIFFERS, IT IS RECOMMENDED THAT WORK BE STOPPED AND DMONDS CILOPMTY OF ETSERVI DEVELOPMENT SERVICES THE DESIGNER BE CONSULTED. II DEPARTMENT THE CONTRACTOR SHALL BE FULLY RESPONSIBLE FOR THE LOCATION AND PROTECTION OF ALL EXISTING UTILITIES. THE CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION BY CALLING THE UNDERGROUND LOCATE LINE AT 1 -800-424-5555 A MINIMUM OF 48 HRS. PRIOR TO ANY EXCAVATION. Job Number: 24-006 Sheet Number: CALL BEFOKE YOU DIG CS (600) 424-5555 1 of 9 F-1 WSU Code Compliance Calculator, WSEC 2018 WSU Code Compliance Calculator, WSEC 2018 Alterations Worksheet - 2018 Washington State Energy Code Project Information Contact Information Taylee & James Pardi Nathan Bonck Garage Conversion Olympic Hills Drafting& Design, LLC 8918 218th St SW Edmonds, WA 98026 Seattle, WA The WSEC requirements for alterations are located in Chapter 5 of the code text. Alterations (remodels) do not need to obtain energy credits from Table R406.3 Additions must meet the requirements for new construction. This includes nonconditioned space being altered to become conditioned space. Will the wall cavities be exposed? I✓ Yes i No If yes: Exposed wall cavities must be insulated - 2 X 4 wall studs require R-15 insulation 2 X 6 wall studs require R-21 insulation Will the roof/ceiling framing cavities or attic be exposed? i, Yes F No If yes: Exposed roof/ceiling assemblies must be insulated - Vaulted ceilings: Insulate to the full depth of the framing member while allowing for the minimum 1" ventilated space Flat ceilings Will the floor framing cavities be exposed? Install R-49 insulation or what the attic space can accommodate based on the roof pitch F Yes io No If yes: Exposed floor cavities must be insulated to R-30 Are the windows and/or doors being replaced? i, Yes F No (includes both window or door and frames) If yes: New windows and doors must have an area weighted average U-factor of <_0.30 Will the heating or cooling system be replaced? F Yes I✓ No If yes: New equipment must meet current requirements and ducts need to be tested Will the hot water system be altered? F Yes i o No If yes: New water heating equipment must meet current code requirements Are more than 50% of the light fixtures being changed? If yes: 75% of all lamps must be high efficacy (LED or CFL) WSU Code Compliance Calculator, WSEC 2018 F Yes i o No ID Description Ref. I F Slab Perim FP R-7.5 On top of slab(Existing slab conversion only) Footnote, Ta 0.540 76 41 Sum of Perimeter and FP 76 41 Below Grade Walls and Slabs Plan ID Component Description Ref. Wall U Wall Area Wall UA Slab F Slab Perim Slab UA Sum of Area, Length and UA 01 0.0 01 0 Ventilation Requirements Project Information Taylee Pardi Garage Conversion to Livable Space 1.5 Total Credits with Option 1.3 Contact Information Nathan Bonck Olympic Hills Drafting & Design, LLC 307-258-1841 nbonck of m ichillsdraftin desi n.com UA Reduction = 1.03, Proposed UA is better than baseline by 1 % Whole House Mechanical Ventilation Airflow Rate: 90 CFM with Run Time Percent of 50%, Unbalanced, Not Distributed iesults assume your Inputs are complete and correct. Results do not constitute an approval. Analysis should be reviewed by your AHJ. What code compliance pathway are you using? Prescriptive Path Compliance with Option 1 referred Project Building Type? Addition Occupancy Type? R3 Single family homes and duplexes Code Version? WSEC 2018 Classification: Addition of 500 sf or less -- 419 sq. ft. Baseline Description: Code Baseline - Baseline and proposed window areas are equal. About Your Selection: Up to 15 sf exempt window and 24 sf exempt door allowable LTS - Comparison of Baseline and Proposed Design Component Performance, R occupancies Doors U = Overhead Glazing U = Vertical Glazing U = Flat/Vaulted Ceilings U = Wall (above grade) U = Floors over Crawlspace U = Slab on Grade F = Below Grade Wall U = Below Grade Slab F = Baseline 11 Araa t1A 0.300 0 0.0 0.500 32 16.0 0.300 40 12.0 0.027 387 10.4 0.056 514 28.8 0.029 0 0.0 0.42 540 76 40.9 0.0 0 0.0 0.570 1 01 0.0 Proposed Design U Air- t1A 0 0.0 0.500 32 16.0 0.300 40 12.0 0.027 387 10.4 0.054 514 27.8 0 0.0 0.540 76 40.9 01 0.0 01 0.0 Baseline UA Total 108.2 Proposed UA Total 107.1 Required Credits 1.5 Proposed Credits 2.0 from Tables 406.2 and 406.3 UA Percent Reduction 1.0% UA Reduction 1.0 If the Proposed UA <_ the Target UA, and the Proposed Credits from Table 406 are >_ those required in Section R406, then the home meets the WSEC. Table R406.2 Fuel Normalization Credits Fuel Normalization Total Credits System No. Full Description Select System Type Credits 406.2 Energy Credits 406.3 (406.2 & 406.3) For heating system based on electric resistance with a ductless mini -split heat pump system in Electric Resistance with Ductless 4 accordance with Section R403.7.1 including the exception Heat Pump 0.5 1.5 2.0 Table R406.3 Energy Credits Option No. Category Select Options Energy Credits Brief Description of Selected Options* 1 Efficient Building Envelope 0.0 2 Air Leakage Control and Efficient Ventilation 0.0 3 High Efficiency HVAC Option 3.4 1.5 Ductless Split System, Zonal Control. Min HSPF of 10. 4 High Efficiency HVAC Distribution System NA 5.1 Efficient Water Heating 0.0 5.2-5.6 Efficient Water Heating 0.0 6 Renewable Electric Energy kWh 0.0 7 Appliance Package 0.0 Energy Credits 1.5 *Refer to WSEC 2018 Table R406.3 for complete option descriptions and requirements THERMAL ENVELOPE DETAILS - Proposed Design Conditioned Floor Area of Addition, Proposed Design- 419 sq. ft Pardi Garage Conversion WSEC 2018.x1sm 3/7/2024 Heat pump was installed under BLD2023-0871, which the permit has expired without inspections. To qualify for selected energy credits, inspections on expired permit must completed. Inspector; Please verify heat pump installation and document on permits. Classification Addition of 500 sf or less Notes Exterior Doors Plan Component Door Width Height ID Description Ref. U Qt. Feet"`h Feet"`h Area UA Exempt Insulated Steel, Wood Edge ISteelWE 10-6C 0.16 1 3 ° 6 6 20 3.2 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 0 0.0 Sum of Area and UA (excluding exempt door) 0 0.0 Exterior Doors Area Weighted U Overhead Glazing Plan ID Component Description Ref. Glazing U Qt. Width Hei ht Area UA Feet "`h Feet I "`h 2 I wood, a=0.05 argon Code Baseline 10-6E 0.50 2 2 0 6 0 24 12 2 I wood, a=0.05 argon Code Baseline 10-6E 0.50 2 2 0 2 0 8 4 0 0 0 Sum of Area and UA 1 32 16 Overhead Glazing Area Weighted U 0.500 Vertical Glazing Schedule Rows to Show 1 Plan Component Glazing Width Height Feet "`h Feet "`h ID Description Ref. U Qt. Area UA Exempt 1 U=0.30 Code Baseline Table 406.21 0.30 1 2 1 51 ° 4 ° 40.0 12.00 Sum of Area and UA 40.0 12.0 Vertical Glazing Area Weighted U 0.300 Vertical Glazing and Doors Area Weighted U 0.300 FlatNaulted Ceilings Plan ID Component Description Ref. Attic U Area UA R49 blown Attic STD baffled Code Baseline, Option 1.1-1.4 10-7 0.027 387 10A Sum of Area and UA 387 10.4 Walls Above Grade Plan ID Component Description Ref. Wall U Net Area UA R21 cavil +RO foam INT 2X6W La Code Baseline 10-5 0.054 514 28 Sum of Area and UA 1 514 28 Floor over crawl or exterior Plan ID Component Description Ref. Floor U Area UA 0 Sum of Area and UA 0 0 Slab on Grade less than 2 feet belowgrade) Plan Component Slab 1 Pardi Garage Conversion WSEC 2018.x1sm 3/7/2024 2 Pr OLYMPIC HILLS DRAFTING DESIGN LLC Olympic Hills Drafting & Design, LLG Seattle, NA 307.255.1841 Ln > LU 11� O ( (� V J O CV CO U n ` V 4 Q_> M U (� �- 1 V O W 75 (L �V Number of Bedrooms 2 Run -Time Percent in Each 4-Hour Segment 50% Is the system Balanced? Unbalanced Is the system Distributed? Not Distributed Ventilation Code Section IRC, Chapter 15 Whole House Mechanical Ventilation Airflow Rate 90 CFM Drawn: NAB HVAC Thermal Distribution System Download RS-33 (2018) htt ://www.ener .wsu.edu/Documents/Duct%20Testin %2OStandards%2 Is this a hydronic heating system? No Location of Ducts Unducted Designed: NAB Location of Air Handler Unconditioned Space Is Duct Testing Required? No Scale: AS SHOWN Links to Download Forms, Checklists and Other Resources Link Compliance Certificate Compliance Certificate Instructions Date: 3/7/2024 Insulation Certificate for Residential New Construction Insulation Certificate Duct Testing Affadavits Existing Construction Affidavit, Existing New Construction Affidavit, New Prescriptive Checklist for 2018 WSEC Prescriptive Checklist Alterations (Remodel) Worksheet Worksheet Heating System Sizing - Proposed Design Try Out BetterBuiltl 5 HVAC Sizing Tool: https://betterbuiltnw.com/resources/hvac-sizing-tool Nearest Weather Station Seattle: Sea-Tac AP Indoor Design Temperature 70 F Outdoor Design Temperature 24 F Design Temperature Difference (AT) 46 F Conditioned Floor Area of Addition, Proposed Design 419 ft2 Conditioned Volume 3,562 ft3 Leave blank to use default of 8.5 ft. ceiling height HVAC System Type Heat Pump Error: Inconsistent with Fuel Normalization selection Location of HVAC Distribution System Unducted Sum of UA, including exempt door and window 110 Envelope Heat Load Sum of uA x AT 5,075 Btu / Hour Air Leakage Heat Load 1,769 Btu / Hour ((VolumeX 0.6) X AT) X.018)) Building Design Heat Load 6,845 Btu / Hour Air Leakage + Envelope Heat Loss Building and Duct Heat Load 6,845 Btu / Hour For ducts located in unconditioned space: Sum of Building Heat Loss X 1A For ducts located in conditioned space or ductless: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 9,583 Btu / Hour Building and Duct Heal Loss X 1,25 for heal pumps Building and Duct Heal Loss X 1,40 for all other systems RECEIVED Mar 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Job Number: 24-006 Sheet Number: A0.0 2 of 9 F-1 8918 218TH ST SW, EDMONDS, WA 98026 (E) WATER METER (E) SEPTIC 422 \ (E) DS TO (E) TIGHTLINE (E) ROCKERY TO REMAIN GRADE VARIES 424' 426' 218TH ST SW 78 428' d ° (E) CONCRETE PATIO & WALKWAYS 789 SF r _ — (E) DS TO (E) TIGHTLINE 77 (E)RESIDENCE w �, 2067 SF w (N)ADDITI N 419 SE I b (E) TTAC ED A 29 SQ FT 11.0 .: (E) DS TO (E) TIGHTLINE -c, (E) CONCRETE PATIO 133 SF 422' 424' 426'428'430' SITE PLAN 0 a PARCEL NO: 00380300100500 A 1" = 15' ON 24x36 1" = 30' ON 11x17 (N)ADDITION TO CONVERT � EXISTING GARAGE �— (E)COVERED PORCH 48 SF GRAVEL PATHWAY &WALKWAY � 227 SF � (E) DS TO (E) TIGHTLINE I 430' (RASH CAN ENCLOSURE � 64 SF (E) DS TO (E) TIGHTLINE � (E) CONCRETE PATIO � 36 SF (E) STONE PAVERS 432' I I Z(E)PROPERTY LINE FENCE I I I I PROPERTY DESCRIPTION SECTION 30 TOWNSHIP 27 RANGE 04 QUARTER NW AURORA HEIGHTS DIVISION #3 SP 260(8-81) DRAINAGE PLANS UNCHANGED FROM EXISTING CONDITION (E) DS TO TIGHTLINE SYSTEM CALL BEFORE YOU DIG (800) 424-5555 SITE PLAN DISCLAIMER: DO NOT SCALE. SITE CONTOUR INFO PROVIDED BY CITY OF EDMONDS. NOT INTENDED TO BE USED IN PLACE OF A SURVEY. THIS PLAN WAS CREATED FROM SATELLITE IMAGERY AND IS TO BE USED FOR REPRESENTATION ONLY. ALL CONTOURS AND BUILDINGS SHOWN ARE REPRESENTATIVE ONLY AND NO STRUCTURES OR PAVED AREAS SHALL BE CONSTRUCTED BASED SOLELY ON THIS PLAN. CONTRACTOR TO VERIFY ALL DIMENSIONS ON SITE. PROJECT INFORMATION EXISTING COVERAGE: EXISTING RESIDENCE FOOTPRINT: 2067 EXISTING ATTACHED GARAGE: 718 EXISTING COVERED PATIO: 48 EXISTING CONCRETE PATIO: 169 EXISTING DRIVEWAY & WALKWAY: 789 EXISTING GRAVEL WALKWAY: 227 TRASHCAN ENCLOSURE: 64 TOTAL EXISTING: 4082 PROPOSED NEW COVERAGE: ADDITION: 419 EXISTING ATTACHED GARAGE: —419 TOTAL NEW: 0 LOT AREA: 0.3 ACRE OR 13068 SF TOTAL IMPERVIOUS AREA: 4082 SO FT (32.2% / OLYMPIC HILLS DRAFTING DESIGN LLC Olympic Hills Drafting & Design, LLG Seattle, NA 301.255.1841 0 Ln w W O L 73 = O � Q M —I- CV -w- LC0N 73 73 M c W ~ 7) D— Drawn: NAB Designed: NAB Scale: AS SHOWN Date: 3/7/2024 RECEIVED Mar 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Job Number: 24-006 Sheet Number: A0.1 3 of 9 F-1 FASCIA W/ LINE GUTTER TOP OF GARAGE WALL LAP SIDING CORNER TRIM FLOOR = 01-011 MATCH (E) / OLYMPIC HILLS DRAFTING DESIGN LLC Olympic Hills Drafting & Design, LLG Seattle, NA 301.255.1841 0 J) w ry 9 "o, EAST A5-BUILT ELE1lATION SLOPE TO BE VERIFIED EXISTING DECORATIVE VENT N FIELD (E) ASPHALT ROOFING U s Q yn U — �J > CV 7) CD c6 4: 1 2 3: 12 — LL► (E) FASCIA W/ _I 2 3 12= 3 �-- K-LINE GUTTER _I 2 Q TOP OF GARAGE WALL = MATC (E) LAP (E) P.I (E) CORI\ FLOOR = (. .. 5OUTH A5-BUILT ELEVATION 3/8"=1'-0" AS -BUILT NOTES CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND TEMPORARY BEARING WALL PLACEMENT AND CONSTRUCTION. CONTRACTOR IS TO VERIFY DIMENSIONS OF ALL REMOVED WALLS AND SLABS IN THE FIELD. ALL EXISTING INTERIOR WALLS ARE OBSERVED TO BE 2x4 CONSTRUCTION. ALL EXISTING EXTERIOR WALLS ARE OBSERVED TO BE 2x4 CONSTRUCTION. Drawn: NAB Designed: NAB Scale: AS SHOWN Date: 3/7/2024 RECEIVED Mar 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Job Number: 24-006 Sheet Number: A1.0 4 of 9 F-1 (E) FASCIA W/ K-LINE GUTTER TOP OF GARAGE WALL = MATC (E) LAP (E) P.I (E) CORI\ FLOOR = C. .. EAST PROP05ED ELEVATION 3/8"=1 '-0" SOUTH PROP05ED ELEVATION ;TOR, FASCIA W/ LINE GUTTER TOP OF GARAGE WALL = MATCH (E) A/I N DOW HDR = G'-8" ADJUST A5 NEEDED FOR] __NING TRIM, MATCH STRUCTURAL HDR OR PROVIDE 5/4x4 M CORNER TRIM LAP SIDING FLOOR = 01-011 / OLYMPIC HILLS DRAFTING DESIGN LLC Olympic Hills Drafting & Design, LLG Seattle, NA 301.255.1841 0 w ry 9 •o, ELEVATION ALL EFFORT TO INSURE THE ACCURACY OF THESE NOTES PROVIDE CONTINUOUS GUTTERS AND DRAWINGS HAS BEEN TAKEN. HOWEVER, DOWNSPOUTS AT ALL EAVES TYPICAL. LOCATE PER CONTRACTOR IS TO VERIFY ALL NOTES, MATERIALS, OWNER OR CIVIL. DIMENSIONS AND CONDITIONS IN THE FIELD. AS -BUILT NOTES PLUMBING AND VENTILATION PENETRATIONS ARE lli CONTRACTOR IS RESPONSIBLE FOR ALL SHORING CONTRACTOR IS RESPONSIBLE FOR ALL SHORING NOT SHOWN AND ARE TO BE LOCATED BY THE AND TEMPORARY BEARING WALL PLACEMENT AND AND TEMPORARY BEARING WALL PLACEMENT AND CONTRACTOR AND TO CONFORM TO IRC SECTION O CONSTRUCTION. CONSTRUCTION. P3102. _ O CONTRACTOR IS TO VERIFY DIMENSIONS OF ALL ALL EXTERIOR JOINTS AND PENETRATIONS ARE TO ALL LIGHT BLOCKS ON FACADE ARE TO BE FURRED C6 REMOVED WALLS AND SLABS IN THE FIELD. BE CAULKED. OUR AN ADDITION I" FROM SIDING. nn> ALL EXISTING INTERIOR WALLS ARE OBSERVED TO PROVIDE SHEET METAL FLASHING AND GUTTERS ARE TO LAP UNDER DRIP EDGE AT GABLE U--� > O BE 2x4 CONSTRUCTION. COUNTERFLASHING AT ALL ROOF PENETRATIONS, ENDS. CO CHIMNEYS, AND SKYLIGHTS. T , O � G) n� ALL EXISTING EXTERIOR WALLS AKE OBSERVED TO ALL TRIM WORK IS TO BE INSTALLED PRIOR TO ' \ BE 2x4 CONSTRUCTION. EXTERIOR BUILDING WRAP TO BE CONTINUOUS SIDING MATERIALS. BUTT SIDING TO TRIM WORK WHERE POSSIBLE. LAP ALL HORIZONTAL SEAMS G" AND CAULK. co_ MIN AND ALL VERTICAL SEAMS G"- 1 2" TAPE ALL BUILDING WRAP SEAMS AND TAPE BUILDING WRAP OLYMPIC HILLS DRAFTING * DESIGN TAKES NO N TO FOUNDATION BELOW SILL PLATE. RESPONSIBILITY FOR WATER INTRUSION PROTECTION. CONTRACTOR IS TO PROVIDE CD L N HOLD ALL SIDING MATERIAL I" OFF OF ROOF AND ADEQUATE FLASHING, CAULKING, AND SEALING. -T� 0 Q� 8" MIN OFF OF FINISHED GRADE. 3 E Q� 7 � W 7) -GARAGE HEADER HEIGHT � c6 TO MATCH EXISTING, HDR O D_ SIZE PER STRUCTURAL Drawn: NAB Designed: NAB Scale: AS SHOWN Date: 3/7/2024 RECEIVED Mar 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Job Number: 24-006 Sheet Number: A1.1 5 of 9 F-1 c I 8'-G 911 G" 29'-8 5/ 1 G" N 23G2 2362 23G2 23G2 23G2 2362 2362 2362 2362 23G2 23G2 23G2 N � N O \ Ln Ln —_ � SOLARIUM U 29'- 1 " X 9'-8" Ln 29G2 31OG2 31OG2 31OG2 29G2 LU 31125 31125 1659 47GO 80G8 G730 G730 C9 — — — — — — — — — — — — — —— — — — — — — — — — — — — — — Ln BEDROOM — Ln � o 15'-5" X 91- 1011 o N N � O � L2GG8 N LIVING N 37-5" X 22'-G" I I o N Ln C\j HALLWAY WAY 0 ° o 8'-9" X 17'-3" o� BATHROOM GO 5D 9'-2" X 7'-8" N D �D ) Ln LL -' Ln m o - MATER BATHROOM�o 91-2" X 91-2" V J 30G8 21015 O mo X Maa I I p m IN INFILL (E) DOOR TO GARAGE 2GG8 .2GG(5 ® 5D EP HD (E) CHIMNEY TO BE REMOVED BY OWNER MASTER 17-8" BEDROOM X 1 1 '-3" o NO m N N u� <9 N GARAGE ILI 27-3" X 25'-8" � 2GG8 WAI K-I N-O OSE 51 12GT LD — 9'-4" X 3'-5" o F I E c� N I N I I Ln N m Ln ------------------- 18070 1 2'-3 114" 10, 28'-G 7/8" 10, 57-9 7/8" AS -BUILT FLOOR PLAN 1 /4"=1 '-C AS -BUILT NOTES CONTRACTOR 15 RESPONSIBLE FOR ALL SHORING AND TEMPORARY BEARING WALL PLACEMENT AND CONSTRUCTION. CONTRACTOR 15 TO VERIFY DIMENSIONS OF ALL REMOVED WALLS AND SLABS IN THE FIELD. ALL EX15TING INTERIOR WALLS ARE OBSERVED TO BE 2x4 CONSTRUCTION. ALL EX15TING EXTERIOR WALLS ARE OB5ERVED TO BE 2x4 CONSTRUCTION. / OLYMPIC HILLS DRAFTING DESIGN LLC Olympic Hills Drafting & Design, LLG Seattle, NA 307.258.1841 ►.1 O O O (S) O U 11 -�-� C\j CD L - 0 I rrcnn6 V G) E n — � L Q— Drawn: NAB Designed: NAB Scale: AS SHOWN Date: 3/7/2024 RECEIVED Mar 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Job Number: 24-006 Sheet Number: A2.0 6 of 9 F-1 7 r L C L 8'-G 911 G" 29'-8 5/ 1 G" N 23G2 23G2 23G2 23G2 23G2 23G2 23G2 23G2 23G2 23G2 23G2 23G2 � N O \ Ln Ln — � SOLARIUM - U Ln 29'- 1 " X 9'-8" 29G2 31OG2 31OG2 31OG2 29G2 31125 31125 1659 L 47GO 80G8 C G730 G730 -----!EEC 4'-9 /4" 8'-7" 5'-G 3/4" I I III — — — — — — — — — — — — — — — — _ _ _ — — — — — — — — — — — — — — — — — — — — — — — — -----------III Ln— ,� BEDROOM w 1 5'A' X 10'A' j ° N N � ° ❑® III III III SD III Ji2GG8 II II =__1F====— r==== _ I I III II II I I I I I o N LIVING >—f II u = N I I 37'-5" X 22'-C," HALLWAY ❑® Ln o ' I I 11 8-9I x 17-3 � BATHROOM I I C3 III III so S 9'-2" X 7'-8" Ndw II III FF __________I ----------I 27-2 3/8" III 10, 10'- I " 4'-8" 8'- I " 4'-4 3/8" Ln I 2'-4 3/8" BATHROD III IIILL = II II Ln 5'-0" X 8'-0" III MATER BATHROOM o — --- ---- I o II m -------- — 30G8 -- —�—Z- 9'-2"X9'-2" 30G8 21015 N • N "' INFILL 2x4 2020 0 - ® ='=o I STUD WALL BEDROOM 1 0'-0" 7" X 1 0'- nj - - - - m Ln — — _ -JL = :2GG8 X ® Ln wo _ I 1rG8= `L'� 20G0 O X _ IS °0 O WLOCATE PER OWNER/ O m N M a a I — I I III CONTRACTOR 73'-1 " 4'-4 112" �" m I I III MASTER BEDROOM m N I II III 1 7-8" X 1 1'-3" o NO 0008 O r INSULATED STEEL I I III N N N L SELF -CLOSING �I III — N L_ CLOSET I I J GARAGE WARM WALLS TO w N N CLOSET - �_ 2020 _ �? N BE 2xG STUD WALL W/ R-2 I FACED GATT INSULATION 1 1 I I I I 1 1 N GOGB co sD O OR LATEX PAINT WITH 5/8" TYPE-X GWB, FIRE TAPED, MIN. [ Li 2668 _ _ _ _ _ aT N 1 1 11 51 12G �9 BEDROOM WAI K-IN-0 OSFT — 101-01, X I 0-7 5D 2GG8 CEILING TO HAVE I I 9 4 X 3 5 CLOSET �— — 5/8" TYPE-X GWB, 1 1 11 LUo LID n1 2000 I FIRE -TAPED MIN � _ N \ T ELEVATED BUMP OUT I BY OWNEP/CONTRACTOR = 101 I " 4'- 10" I N 12'-3 3/8" - C m N O Ln � �n �n 10070 8'-0 3/4" I '-G" I I ' 1 7'-G 7/8" �t 10' 38'-G 7/8" 9'-3" 57-9 7/8" L-2xG STUDS ATTACHED TO (E)2x4 STUDS @ I G" O.C. W/ R-2 I FACED BATT INSULATION OR LATEX FAINT PROPOSED FLOOR PLAN 1 /4"=1 '-0" / OLYMPIC HILLS DRAMNG DESIGN LLC Olympic Hills Drafting & Design, LLG Seattle, NA 301.258.1841 FLOOR PLAN NOTES 0 - NEW WALL - EXISTING WALL - -- w Q SD -SMOKE ALARM PER IRC R3 14 p CO - CARBON MONOXIDE ALARM PER IRC R3 1 5 Hp - HEAT DETECTOR ALARM PER IRC R3 14 - EXHAUST FAN PER IRC TABLE M 1505.4.4 KITCHEN: 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS BATH: 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS W.H.F.: 125 CFM WHOLE HOUSE FAN ON 50% RUN TIMER z O ALL EFFORT TO INSURE THE ACCURACY OF THESE U) DRAWINGS HAS BEEN TAKEN. HOWEVER, CONTRACTOR IS > TO VERIFY ALL DIMENSIONS AND CONDITIONS IN THE FIELD. � CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND > TEMPORARY BEARING WALL PLACEMENT AND w -EXISTING HEAT PUMP CONSTRUCTION. WITH HSFF > 10.0 WALL HEIGHT = MATCH EXISTING CEILING TYPE = FLAT TYPICAL ALL NEW WALLS ARE TO BE 2xG STUDS @ I G" O.C. AT EXTERIOR AND 2x4 STUDS @ I G" O.C. AT INTERIOR. UNLESS NOTED OTHERWISE BY STRUCTURAL. ALL WINDOW AND DOOR HEADERS ARE TO BE BY O STRUCTURAL. — All EXTERIOR HEADERS MUST BE 4x SIZES UNI ESS D_ S_ Q) 7) SPECIFIED BY STRUCTURAL. > O ALL WINDOWS WITHIN 1 8" OF FLOOR AND 1 2" OF ANY i- O � DOOR ARE TO HAVE TEMPERED GLASS. O (n ALL SHOWER AND BATHTUB ENCLOSURES ARE TO BE LL- U GLAZED W/ SAFETY GLASS. PROVIDE COMBUSTION AIR VENTS W/ SCREENS AND 7 DAMPER FOR FIREPLACES, WOOD STOVES, AND ANY APPLIANCE W/ ANY OPEN FLAME. L co O C6 � N ALL COMBUSTION APPLIANCES WILL BE VENTED DIRECTLY TO THE EXTERIOR. FURNACE FIREBOX AND TANKLE55 WATER coW 73 HEATERS SHALL HAVE OUTSIDE COMBUSTION AND ARE O SUPPLY PURSUANT TO REGIONAL AND LOCAL CODES. L EXHAUST ALL VENTS AND FANS DIRECTLY TO OUTSIDE VIA METAL DUCTS. Q— ELECTRICAL RECEPTACLES IN BATHROOMS, KITCHENS, AND GARAGES SHALL BE G.F.I. OR G.F.C.I. PER NATIONAL ELECTRICAL CODE REQUIREMENTS. ALL EXTERIOR WALL INTERIOR DRYWALL JOINTS ARE TO BE MUD AND TAPED AND TO HAVE A CLASS I OR I I VAPOR BARRIER. ALL DRYWALL EDGES AT WALL BOTTOM AND WALL TOP ARE TO BE CAULKED BEFORE FINISHING. Drawn: NAB ALL ELECTRICAL BOXES ARE TO BE AIR TIGHT 9R TO HAVE Designed: NAB CAULKED/FOAMED WIRE PENETRATIONS AND GASKETED COVER PLATES. Scale: AS SHOWN ALL LIGHT FIXTURES ARE TO BE RATED ICAT. ALL DRYWALL PENETRATIONS ARE TO BE CAULKED OR Date: 3/7/2024 SPRAY FOAMED CLOSED. ALL FRAMING MATERIAL THAT IS IN CONTACT WITH CONCRETE IS TO BE PRESSURE TREATED. FOR OPENINGS NOT DIMENSIONED, ASSUME 4" RETURN TO JAMB -SIDE OR CL OF DOOR IS AT CL OF SPACE. RECEIVED Mar 11 2024 AS -Bill I T NOTES CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT CONTRACTOR IS RESPONSIBLE FOR ALL SHORING AND TEMPORARY BEARING WALL PLACEMENT AND CONSTRUCTION. CONTRACTOR IS TO VERIFY DIMENSIONS OF ALL REMOVED WALLS AND SLABS IN THE FIELD. ALL EXISTING INTERIOR WALLS ARE OBSERVED TO Job Number: BE 2x4 CONSTRUCTION. 24 - O O 6 ALL EXISTING EXTERIOR WALLS ARE OBSERVED TO Sheet Number: BE 2x4 CONSTRUCTION. A2. 1 7 of 9 F-1 L 0 N c� f lui — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — SKYLIGHTS BY OWNER/CONTRACTOR LOCATE PER OWNER 4:12 R (E) C�RBLE SAVE VENTS. VERIFY OR PROVIDE ADDITIONAL VENTING AS REQUIRED II II II I I _ _ I F---11 F—---------I I I II II 3:12 7tIII II III II I I LbdATE PER III L— — — — — -L — — C�WNER/CONTRACTOR EXISTING ROOF SLOPES l TO BE VERIFIED IN FIELD �-11 III MaQ I II III (E) PR_E- N U F_ACTU RED_ TRUSSES 24" O.C. II II II II II 3:12 D .J CEILING TO HAVE Ir— — — 5/8" TYPE-X GWB, FIRE -TAPED MIN (E) GABLE SAVE VENTS. VERIFY OR PROVIDE ADDITIONAL VENTING AS REQUIRED OVERALL ROOF PLAN 1 /4"=1'-0" II III II III r---1I III L 11 III II N III III IIL _____ _ III II III II I I � II II 1�L------__� 3-1 /2" DROPPED BEAM PER STRUCTURAL (E OI Vf VERIFY ALL STRUCTURAL INFORMATION WITH STRUCTURAL PLANS BY OTHERS. STRUCTURAL PLANS ARE TO OVERRIDE ANY STRUCTURAL INFORMATION ON THE ARCHITECTURAL PLANS ROOF NOTFS ROOF OVERHANG5 ARE TO BE UNCHANGED FROM EXISTING ROOFING MATERIAL 15 TO BE PER OWNER OR CONTRACTOR ROOF STRUCTURE 15 TO BE (E) PRE - MANUFACTURED TRUSSES @ 24" O.C. UNLESS NOTED OTHERWISE ATTIC SHALL HAVE VENTILATION EQUAL TO 15F PER 150 5F OF ATTIC SPACE. VENTILATION SHALL BE PROTECTED FROM SNOW AND RAIN, AND SHALL BE COVERED WITH A GALVANIZED WIRE SCREEN. OPENINGS SHALL BE LOCATED TO PROVIDE CRO55- VENTILATION. PROVIDE ATTIC ACCE55 PANEL WITH A MINIMUM ROUGH OPENING OF 22N30" WITH A TIGHT FITTING, SELF -CLOSING DOOR. DOOR MUST BE BACKED W/ INSULATION IF LOCATED ABOVE HEATED SPACE. VERIFY ACCE55 LOCATION W/ OWNER. PROVIDE FULL DEPTH VENTED BLOCKING OVER EXTERIOR WALLS AT EACH BAY AS -BUILT NOTFS CONTRACTOR 15 RESPONSIBLE FOR ALL SHORING AND TEMPORARY BEARING WALL PLACEMENT AND CONSTRUCTION. CONTRACTOR 15 TO VERIFY DIMENSIONS OF ALL REMOVED WALLS AND SLABS IN THE FIELD. ALL EXISTING INTERIOR WALLS ARE OBSERVED TO BE 2x4 CONSTRUCTION. ALL EXISTING EXTERIOR WALLS ARE OBSERVED TO BE 2x4 CONSTRUCTION. / OLYMPIC HILLS DRAFTING DESIGN LLC Olympic Hills Drafting & Design, LLG Seattle, NA 301.255.1841 IT r 0 Ln LU O CL- O E M CV -w- C6 C 73 O Oi — CO E 73 LL, M F - 7) c6 D— . 0E—Al Designed: NAB Scale: AS SHOWN Date: 3/7/2024 RECEIVED Mar 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Job Number: 24-006 Sheet Number: A3.0 F-1 DOOR 5GHEDULE LABEL QTY FLOOR 51ZE R/O DESCRIPTION COMMENTS 10010 1 1 10010 122"X87" OARAGE-GARAGE DOOR CH005 2668 1 1 2668 L 32"X82 1/2" 2 DR. BIFOLD-LOUVERED 2668 1 1 2668 L IN 32"X82 1/2" HINGED -DOOR PO4 2668 1 1 2668 R 3011X80" SHOWER -GLASS SLAB 2868 1 1 2868 L IN 34"X82 1/2" HINGED -DOOR PO4 2868 1 1 2868 R IN 34"X82 1/2" HINGED -DOOR PO4 3068 1 11 13068 L IN 38"X82 1/2" HINGED -DOOR PO4 6065 2 11 16065 R IN 74"X82 1/2" 5LIDER-DOOR PO4 WINDOW 5GHEDULE LABEL QTY FLOOR 51ZE R/O DESCRIPTION COMMENTS 0630 2 1 0630 7 1/2"X37" LEFT SLIDING 5040 2 1 5040 61"X49" LEFT SLIDING 4430 1 11 4430 53"X37" ILEFT SLIDING SKYLIGHT SCHEDULE NUMBER LABEL IaTY FLOOR IDESCRIFTION 601 2020 12 1 IRECT. SKYLIGHT 602 2060 12 1 IRECT. SKYLIGHT (E) ROOFING MATERIAL OVER (E) ROOFING PAPER OVER (E) ROOF SHEATHING (E) PRE -MANUFACTURED TRUSSES @ 24" O.C. I" INSULATION AIR BAFFLE / (E) 2x VENTED BLKG EACH BAY / W/ (3) 2" DIA SCREENED HOLES GUTTER FLASHING OVER FASCIA R-49 BATT INSULATION (1) 1 Od TOENAIL EA JOIST TO SLEEPER a PT SLEEPER @ 48" O.C. BELOW FLOOR JOIST ATTACH TO SLAB W/ (1) 1/4" DIA x 2" PINS @ 48" O.C. (E) ROOFING MATERIAL OVER (E) ROOFING PAPER OVER (E) ROOF SHEATHING n 3/4" T*G FLOOR SHEATHING GUTTER FLASHING OVER FASCIA FASCIA PER PLAN a � I .5" RIGID R-7.5 INSULATION (N)SHEATHING * SIDING - ON VAPOR BARRIER EXISTING GARAGE SLAB 2x4 STUD REGISTER EACH - STUD W/ RAFTER TAIL ABOVE. CONNECT PER STRUCTURAL ----- — — — — — — yxj FASCIA— ►I^I I I PER PLAN Ll 11 I II (E) PRE -MANUFACTURED TRUSSES @ 24" O.C. I EXISTING VENTING, VERIFY R-49 GATT OR PROVIDE AS NEEDED I I I INSULATION \ / �5/8" GWB FASCIA / / PER PLAN I�L / 5/8 GWB VERIFY OR PROVIDE H I VERIFY OR PROVIDE A35 pal PER STRUCTURAL (E) SHEATHING SIDING PER STRUCTURAL REPLACE AS NEEDED (E) DBL TOP PLATES PROVIDE (N) SILL PER (E) DBL TOP PLATES STRUCTURAL DRAWINGS I/2" GWB AT NEW OPENINGS I/2 GWB (E) HEADER PER 2x2 FURRING ATTACHED TO (E)SHEATHING * SIDING STRUCTURAL PLAN (E)2x4 PER STRUCTURAL REPLACE AS NEEDED 2x2 FURRING ATTACHED TO �� W/ K-2 1 FACED BATT (N) HEADER PER (E)2x4 PER STRUCTURAL (N) SHEATHING, �� INSULATION OR LATEX PAINT STRUCTURAL PLAN REPLACE AS NEEDED R-1 0 RIGID INSULATION AT HEADER GAP (N) OPENING -\—K- 1 0 RIGID INSULATION AT HEADER GAP (N) 2xG STUD WALL JAL PER STRUCTURAL W/ K-2 1 FACED BATT INSULATION OR LATEX PAINT TRUSS TO FURRED N LL CONNECTION GABLE FURRED TRUSS TO 2xb INFILL NALL 1"=1'-0" 1"=1'-0" SIDING PER PLAN III 2x2 FURRING ATTACHED TO SIDING PER PLAN iI (E)2x4 PER STRUCTURAL 2xG STUD WALL INFILL WALL SHEATHING K-2 1 FACED BATT (N) WALL SHEATHING I FACED GATT II INSULATION OR (NSULATTION OR I LATEX PAINT LATEX PAINT (E) PT 2x4 SILL PLATE I 2x SILL PLATE I /2" GWB W/ ATTACHMENT 1/2" GWB PT 2xG PLATE W/ PER STRUCTURAL IID 3/4" T*G ATTACHMENT 3/4" T*G III FLOOR SHEATHING PER STRUCTURAL FLOOR SHEATHING (E) SLAB ON GRADE II 1 .5" RIGID K-7.5 INSULATION (E) SLAB ON GRADE 1 .5" RIGID K-7.5 INSULATION (SOME LOCS) ON VAPOR BARRIER (SOME LOCS) ON VAPOR BARRIER =1 I IIIII � — 1I1=1II-b I --r*I� EXISTING CONCRETE III I I SLAB ON GRADE EXISTING FOUNDATION (E) GARAGE Y�IALL DETAIL FURRING DETAIL 1"=1'-0" a d EXISTING CONCRETE SLAB ON GRADE a EXISTING FOUNDATION (E) GARAGE NALL 2x6 INFILL AT EXISTING OPENING 1"=1'-0" (E) ROOFING MATERIAL OVER (E) ROOFING PAPER OVER (E) ROOF SHEATHING (E) PRE -MANUFACTURED / TRUSSES @ 24" O.C. / / -------- ..r/ / f5/8" TYPE-X GWB, FIRE -TAPED, MIN VERIFY OR PROVIDE H I PER STRUCTURAL 3-1 /2 DROPPED BM PER STRUCTURAL 1 /2" GWB ��OWN-WOMADA (E) ROOFING MATERIAL OVER (E) ROOFING PAPER OVER (E) ROOF SHEATHING R-49 GATT INSULATIOI` (OVER LIVABLE SPACE) (E) PRE -MANUFACTURED_ TRUSSES @ 24" O.C. 5/8" TYPE-X GWB, FIRE -TAPED M I N EXTERIOR FACE OF WALL (E) ROOFING MATERIAL OVER (E) ROOFING PAPER OVER (E) ROOF SHEATHING GWB BL TOP PLATE -GARAGE WARM WALLS TO BE 2xG W/ R-2 I FACED GATT INSULATION OR LATEX PAINT 1 /2" GWB — — — — — — ---------———— — — — — -- FASCIA---JfI X FASCIA---JfI X PER PLAN I� I I PER PLAN I� I II I II (E) PRE -MANUFACTURED I (E) PRE -MANUFACTURED TRUSSES @ 24" O.C. I I I TRUSSES @ 24" O.C. EXISTING VENTING, VERIFY I I I EXISTING VENTING, VERIFY OR PROVIDE AS NEEDED I I I OR PROVIDE AS NEEDED (E) SHEATHING SIDING REPLACE AS NEEDED (E) HEADER PER STRUCTURAL PLAN (N) SHEATHING* SIDING SIDING PER WALL SHEATHIN (N) PT 2x4 PLATE W/ ATTACHMENT PER STRUCTURAL (E) SLAB ON GRADE (SOME LOCS)—\ 5/8" TYPE-X GWB, FIRE -TAPED, MIN -VERIFY OR PROVIDE A35 PER STRUCTURAL (E) DBL TOP PLATES 112" GWB 2x4 STUD WALL (N) 2x4 STUD WALL PER STRUCTURAL 2x4 STUD WALL INFILL 1 /2" GWB ° I EXISTING CONCRETE a I SLAB ON GRADE EXISTING FOUNDATION (E) GARAGE Y�IALL 2x4 INFILL AT EXISTING OPENING 1"=1'-0" (E) SHEATHING SIDING REPLACE AS NEEDED (N) HEADER PER STRUCTURAL PLAN (N) OPENING _I I 4 5/8" TYPE-X GWB, FIRE -TAPED MIN EXTERIOR FACE OF WALL 2xG SILL PLATE PT 2xG PLATE ATTACH TO (E) CONCRETE SLAB W/ FASTENERS PER STRUCTURAL 4 4 I —III III= 5/8" TYPE-X GWB, FIRE -TAPED, MIN -VERIFY OR PROVIDE A35 PER STRUCTURAL (E) DBL TOP PLATES 1 /2" GWB 2x4 STUD WALL GARAGE WARM WALLS TO BE 2xG W/ K-2 1 FACED BAIT INSULATION OR LATEX PAINT -1 /2" GWB 3/4" T*G FLOOR SHEATHING 1 .5" RIGID R-7.5 INSULATION ON VAPOR BARRIER EXISTING CONCRETE SLAB ON GRADE / OLYMPIC HILLS DRAFTING DESIGN LLC Olympic Hills Drafting & Design, LLG Seattle, VNA 301.255.1841 z ►.1 0 U) > w O S L Q� � N 73 cn f (1 v l = O -I (f C� G) Q- U l(i In CC) CV 7) 4—N C(3 C6 � E N U � D-- Drawn: NAB Designed: NAB Scale: AS SHOWN Date: 3/7/2024 RECEIVED Mar 11 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Job Number: 24-006 Sheet Number: A3.1 9 of 9