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APPROVED RESUB 3 ENG BLD PLN BLD2022-1135+Architectural_Plan+10.6.2023_11.49.26_AM+3826099ABBREVIATIONS GENERAL NOTES ZONING REQUIREMENTS ARCHITECT A AB Anchor Bolt A&B Above and Below ADDL Additional ADDN Addition ADJ Adjustable/Adjacent AFF Above Finish Floor AGGR Aggregate AL Aluminum ALT Alternate ANCH Anchor ANOD Anodized APPROX Approximate AVG Average B BLDG Building BLKG Blocking BM Beam C CAB Cabinet CPT Carpet CL Closet CLG Ceiling CLKG Caulking CLIP Clear CMU Concrete Masonry Unit COL Column COMP Composition CONC Concrete CONST Construction CT Ceramic Tile CTR Center CTRSK Countersink CY Cubic yard D d Penny DB Dead bolt DBL Double DEM Demolish DF Douglas Fir DICA Drilled -in concrete anchor DIM Dimension DN Down DR Door/Drain DS Down Spout DT Drain Tile DWG Drawing E EA Each EB Expansion bolt ELEC Electrical) ELEV Elevation EQ Equal EQUIP Equipment ETC Et Cetera EW Each way EXIST Existing EXT Exterior F FF Finish floor FD Floor drain FDN Foundation FIC Furnished and installed by contractor FIN Finish FIO Furnished and installed by owner FIV Furnished and installed by vendor FLR Floor FLASH Flashing FOIC Furnished by owner; installed by contractor FOIV Furnished by owner; installed by vendor FOW Face of wall FP Fireplace FIR Floor Register FT Feet FTG Footing G GALV Galvanized GFA Gross floor area GL Glue laminated GLB Glue laminated beam G.T. Girder Truss GWB Gypsum wall board H HB Hose bib HC Hollow core HORIZ Horizontal HT Height HWD Hardwood I INCAN Incbedescent INSUL Insulated INT Interior J JST Joist JT Joint K KD Kiln dried L LF Lineal feet LH Left hand LVL Laminated veneer lumber LVR Louver M MAX Maximum MDF Medium density fiberboard MDO Medium density overlay board MET Metal MIN Minimum MISC Miscellaneous N N North NFA Net free area NIC Not in contract NOM Nominal NTS Not to scale 0 0C On center OPP HAND Opposite hand OSB Oriented strand board P PBD Particle board PERF Perforated PERIM Perimeter PC Pull chain P. CL Pantry Closet P-LAM Plastic laminate PLWD Plywood PR Pair PREFAB Prefabricated PSL Parallel strand lumber PT Pressure treated R R Riser REF Reference RH Right hand RM Room RO Rough opening S Structural steel designations G.T. Girder Truss L Angle PL Plate TS Tube steel SCHED Schedule SC Solid cored SECT Section SF Square feet SHT Sheet SHTG Sheathing SIM Similar SM Sheet metal SMS Sheet metal screws SPEC Specification SQ Square S&R Shelf and rod STL Steel STOR Storage STRUC Structural SV Sheet vinyl SIM Similar S4S Surface 4 sides T T Tread TB Towel bar TC Trash compactor TEL Telephone T&G Tongue & groove TOC Top of concrete TOP Top of plate TOW Top of wall TPH Toilet paper holder TYP Typical U UBC Uniform Building Code UNFIN Unfinished U.N.O. Unless noted otherwise V VB Vapor Barrier VCT Vinyl composition file VERT Vertical VG Vertical grain W W/ With W/o Without WD Wood WPF Waterproofing) SYMBOLS USED AS ABBREVIATIONS: L Angle @ At C Center Line d Penny / Per PL Plate ff Round/diameter 0 Square feet o Delta +/- Plus or minus 1. Contractor shall verify all existing conditions, grades, and dimensions shown before commencing work. 2. Do not scale drawings. Dimensions govern. The contractor shall notify the Architect of any or all discrepancies. 3. All dimensions are to face of stud, foundation, centerline of posts and rough openings, unless otherwise noted.. 4. Dimension from rough opening jamb to adjacent, perpendicular stud walls shall be 3-1/2" minimum unless noted otherwise. 5. All new interior walls are 2X4 studs unless noted otherwise. 6. Provide rigid or flexible flashing as appropriate at all wall and roof openings to ensure positive drainage away from structure of wind driven rain water and site drainage water. Head flash and pan flash all window and door openings 7. All plumbing, HVAC, and electrical openings and penetrations shall be carefully located and arranged. Review with Architect before placement and cutting. 8. Smoke alarm installations: a. Ionization smoke alarms shall not be installed less than 20 feet horizontally from a permanently installed cooking appliance. b. Ionization smoke alarms with alarm -silencing switch shall not be installed less than 10 feet horizontally from a permanently installed cooking appliance. c. Photoelectric smoke alarms shall not be installed less then 6 feet horizontally from a permanently installed cooking appliance. 9. Exterior walls and walls separating conditioned and unconditioned spaces shall have Class II vapor retarder on the warm side. 10. All through -penetrations of fire-resistant wall or floor assemblies shall be protected by an approved penetration firestop system in accordance to 2018 IRC R302.4.1. JURISDICTION: CITY OF EDMONDS, WASHINGTON ZONING: RS-12, SINGLE-FAMILY, 12,000 SF LOTS BUILDING SETBACKS: MIN. STREET SETBACK - 25 FT. MIN. REAR SETBACK - 25 FT. MIN. SIDE SETBACK- 10 FT. 0 MAX. ALLOWED HEIGHT: 25 FT. ABOVE AVERAGE GRADE �2 MAX. ALLOWED LOT COVERAGE: 35% EXISTING LOT COVERAGE: HOUSE 1,139 SF FOOTPRINT SHED 125 SF TOTAL 1,264 SF 1,264 SF / 16,117 SF SITE AREA = 0.0784 OR 8% 2 ENERGY NOTES BUILDING CODE NOTES 1. CODE: 2018 WSEC Energy Code - Residential Provisions for Existing Buildings GROUP: R-3 RESIDENTIAL 2. Climate Zone: 4C TYPE OF CONSTRUCTION: V-B, NON-SPRINKLERED 3. Envelope areas: Conditioned floor area: FLOOR AREA: UNLIMITED - Existing First Floor Plan - 940 SF MAX. NO. OF STORIES: 3 STORIES ABOVE GRADE PLANE - Existing attic - 329 SF - New conditioned basement plan - 960 SF PROPOSED NO. OF STORIES: 3 STORIES ABOVE GRADE PLANE MAX. BUILDING HEIGHT: 40 -0 MAX. ABOVE GRADE PLANE 4, Method of Compliance: a. For remodel of exisfinq structure: Per Chapter 5 of the 2018 WSEC • For exposed wall cavities: For 2x4 walls - R-15 insulation For 2x6 walls - R-21 insulation • For exposed roof/ceiling framing cavities or attic: Vaulted ceilings: insulate to the full depth of the framing member while allowing 1" ventilated space • Flat ceilings: R-49 insulation or what the attic space can accommodate based on the roof pitch. • For exposed floor framing cavities: R-30 • For windows and doors that will be replaced: U-0.30 • If heating and cooling system will be replaced: New equipment must meet current requirements and ducts need to be tested. • If hot water system will be altered: New water heating equipment must meet current code requirements. • If more than 50% of light fixtures will be replaced, 90% of all lamps must be high -efficiency. GRAPHIC SYMBOLS EARTH FILL GRAVEL FILL CONCRETE MASONRY STEEL (LARGE SCALE) FLASHING GYPSUM WALL BOARD PLYWOOD WOOD STUD WALL FINISH WOOD WOOD FRAMING WOOD BLOCKING GLUE LAMINATED SECTION RIGID INSULATION / PANEL ® BATT INSULATION b. For addition: Prescriptive per 2018 WSEC R402.1 Area of addition: 960 SF basement Energy credits required: 3.0 credits minimum 2 ! The following documentation shall be available on . ' . Heafing Option: Mini -split heat pump - 1.0 credit BUILDING SECTNite for the building inspector: ' A3.2 ■ ; • Energy Credit Options: 2.0 credits COE APPROVED ARCHITECTURAL PLAN SET ' 2 WALL SECTION! ; 2.1 Compliance based on Section R402.4.1.2: Reduce the tested air leakage A3,2 ■ x❑ COE APPROVED STRUCTURAL PLAN SET ; to 2.0 air changes per hour maximum at 50 Pascals - 0.5 credit -]COE REVIEWED CALCULATION PACKET : 2 ! ENERGY CREDIT WORKSHEET ; 3.4 Ductless mini -split heat pump system with an HSPF of 10.0 to provide A3.2 ELEVATION ❑ SITE PLAN heating to the second floor living area. - 1.5 credits ❑ CIVIL PLAN : 3 ❑ 5. All recessed lighting fixtures shall be IC rated and sealed to the finished 2 A3.2 INTERIOR ; ❑ surface. ELEVATION - ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 �6. An air barrier shall be installed at exterior walls next to showers and tubs. 2 A3,2 DETAIL 7. All hot water piping shall be insulated with a minimum of R-3 pipe insulation. 8. All access hatches and doors from conditioned spaces to unconditioned spaces 2 DETAIL shall be weatherstripped and insulated to the same level as the surrounding A3,2 insulated spaces. OBTAIN ELECTRICAL C)41111m REVISION PERMIT FROM STATE LABOR & 00.0 (NEW) ELEVATION INDUSTRIES oo.o (ExIST) MARK 1.The construction project involves demolition of a significant portion of the existing structure. Please be aware that structures that are demolished to the level that meets or exceeds 75% of the replacement cost of the structure will not be allowed by city code to be rebuilt except to full -on standards for new construction. Reference Edmonds Community Development Code section 19.00.045. LAWRENCE HOUSTON, ARCH. 10002 17th AVE. N.E. SEATTLE, WASHINGTON 98125 CONTACT: LAWRENCE HOUSTON TEL: 206.819.1279 EMAIL: lawrencehouston@comcast.net OWNER SIX STAR LLLP 19411 56th Ave W Lynnwood, WA 98036 CONTACT: FRANK SONG EMAIL: sixstar.fsong@gmail.com STRUCTURAL CONSULTANT J WELCH ENGINEERING LLC P.O. BOX 28427 SEATTLE, WA 98118 CONTACT: JOSHUA T. WELCH TEL: 206.356.9553 E-MAIL: joshtwelch@gmail.com LEGAL DESCRIPTION Section 8 Township 27 Range 4 Quarter SW MEADOWDALE SOUND VIEW TRACTS BLK 000 D-03 LOT 1 TGW EQ & UNDIV INT TR A OF CITY OF EDM SP S-2002-59 REC AFN200303245003 & CORR PER AFN200403105304 City Of Edmonds Building Department Work ADDITION/REMODEL Address 17727 76TH AVE W Owner SIXSTAR LLLP-SONG Approved Date 10/30/2023 Building Official ErIlEIIo& C4**.,,,r Permit Number BLD2022-1135 APP l � I :T il'. N nogisuep� PA •°�" i j 4yc3' � 4 q r -s� z,� p fD 4 iT 1� l tB 71- m 7 r32 r: 22 21 Io 2 j �1 to r ; PLANS MUST E ON JOB SITE VICINITY MAP PROJECT ADDRESS 17727 76THE AVE W EDMONDS, WA 98020 PARCEL NUMBER 00513600002203 PROJECT DESCRIPTION REMODEL OF EXISTING SINGLE FAMILY RESIDENCE: - REMODEL OF EXISTING FIRST FLOOR PLAN - ADDITION OF 960 SF CONDITIONED SPACE IN BASEMENT. - NO WORK IN THE ATTIC. - NO SITE WORK. SITE AREA: 0.37 ACRE FLOOR AREAS: FIRST FLOOR 940 SF COVERED PORCH 60 SF BASEMENT 960 SF ATTIC (NON -HABITABLE SPACE) 329 SF TOTAL 2,289 SF DRAWING INDEX: ARCHITECTURAL A0.0 COVER SHEET Al .0 SITE PLAN A2.0 BASEMENT PLAN A2.1 FIRST FLOOR PLAN A2.2 ATTIC FLOOR PLAN A2.3 ROOF PLAN A3.0 ELEVATIONS A4.0 SECTION A5.0 SCHEDULES A6.0 ENERGY WORKSHEETS A7.0 DETAILS STRUCTURAL S1.0 COVER SHEET S2.0 FOUNDATION PLAN S2.1 FIRST FLOOR PLAN S2.2 ATTIC FLOOR FRAMING PLAN S2.3 EXISTING FLOOR WALL FRAMING S3.0 STRUCTURAL DETAILS Separate plumbing permit is required. Please apply via MyBuildingPermit.com. ljKuiECT SITE f v 45 .. { �x. , 190TH - 111W-,71,V•a. RESUB Oct 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES H w H 2 U Q U) U Z O =wQ�.- N Q N rn v O U LU = U Q W U Z W �0Qo� 3: J Z = it� 0O ?� W P W i) 7 rn 0 N 11. o cli Wco 0CD co I I CO z 0 z 0 z 0 Cn co co > > > w w w ~ ~ ~ � Ld W w w w CL aaa 0 REVISION 1 6/16/23 2 8/24/23 J LIJ �Q J JWwm UJ P (6 ��z Z C%4 0 LIJT_o U) LIJ COVER SHEET � AO.0 CITY OF EDMONDS PUBLIC WORKS DEPARTMENT �St. 18g" CATCH BASIN ^MA. FILTER SOCK WITH OVER FLOW HOLES (TYP) ,�_..�._ 1_r9j.I NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE—THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. TEMPORARY SEDIMENT TRAP FOR CATCH BASINS APPROVED BY: R. ENGLISH OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE Zone RS-12 Corner N ' Flag N Setbacks: Required Actual Front 25 1091811' 10, 34'3"S Sides ON Rear 25' 15' Other Height 25' ex. Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless of whether such building, structure or condition is shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate enforcement action. REVISION DATE JANUARY 2018 STANDARD D ETAI L ER-902 zz� w z Q i I i APPROX. LOCATION APPROX. LOCATION OF SEWER LINE OF WATER LINE - - ---- —_ ------------------ ---- ----- - ------------------- _W- ---------------- W__ —� __S_S� �S S-S-- _S_S-- S S-S-SS— SS__ SS T TRACT A �- -� °SW/L \ SPLASHY SHARED INTEREST EXISTING ASPHALT BLOCK TRACT PAVING i A / Q � I oim 1 ' 31 SF I I N dO I 44 SF NC. POND �' 24 S \ 4 / / 78 SF o STERN RED -CEO �`) DS — 'THUJA PLICATA' OUGLAS (MULTIPLE TREES) EUDOTS I , /CONC. POND GRAVELWALKWAY TO 1 I ENZIESII' 78 SF BE CO VERTED INTO \ GRASS I I �1 APPROX. 395 SF \ , \ 8" FIELD \ MAPLE 'ACER W w v w I DOUGLIR \ \ \ CAM STR ' CONC. AS FPOND I � \ \ 47 S 0 PORTION OF EXISTING HOUSE IS ENCROACHING INTO 10-FOOT SIDE SETBACK. (EXISTING NON -CONFORMING CONDITION) V------- - �"" - SS CO , 7 BLOCK SPLASH ASPHALT W 451 HOUSE # 1772 7 F. F.=262.13' ,I 1 EXISTING GRAVEL TO REMAIN PORTION OF EXISTING HOUSE IS ENCROACHING INTO 25-FOOT REAR SETBACK. (EXISTING NON -CONFORMING ! CONDITION) DS W PSEUD TSUGA _ \ — � \ 16" � � � � � � UP BLOCK _ _ SPLASH , \ I MENZIESII >� GRA L DRIVEWAY SILVER BIRC GRAVEL WALKWAY 663 SF 140 SF DS 'BETULA PENDUL / GRAVELWALKWAY TO CN / 24" BE CONVERTED INTO , TIGHTLINE _ _ _ - - - _ p EAR SETBACK GRASS DOUGLAS FIR S GRASS X. 300 SF 3 N PSEUDOTSUGA ` ° / APPRO CN I MENZIESII' \� \ / GRAY L' WALKWAY D DS� I p INSTALL NEW EV 16 SF CHARGER. VERIFY J LOCATION W/ OWNER. - / DS W/ SPLASH - - - BLOCK / 16 WESTERN E CEDAR H JA PLICATA' _ 25'-0" GRAVE WALKWAY / - - - - - - - - S'-6" X 16'-6" / EXISTING CONC. 5 STREET SIDE SETBACK PARKING STALLS PATIO SF GRAVEL DRIVEWAY (2) TOTAL TO BE CO INTO GRASS / � 1 980 SF� �3 I WESTERN RED APPROX.L 0 T 1 62 SF 2 � i 1 HATCH LEGEND. EXTENT OF TRACT A (SHARED INTEREST TRACT) EXTENT OF GRAVEL WALKWAY & DRIVEWAY TO BE CONVERTED INTO GRASS EXTENT OF NEW GRAVEL WALKWAYS ENGINEERING DIVISION APPROVED AS NOTED 10/27/2023 NO STORMWATER MANAGEMENT SYSTEM REQUIRED AT THIS TIME. IF NEW AND/OR REPLACED IMPERVIOUS SURFACE EQUALS 2000SQFT OR GREATER, A STORMWATER SITE PLAN MANAGMEMENT SYSTEM MAY BE REQUIRED PER CITY CODES AND STANDARDS 1. FILTER SOCKS SHALL BE ADDED TO ANY CATCH BASINS DOWNSTREAM FROM THE CONSTRUCTION SITE. REFER TO THE CITY OF EDMONDS STANDARD DETAIL ER-902. 2. ALL DISTURBED AREAS TO BE COMPOST AMENDED PER 2014 SWMMWW BMP T.5.13. 3. INSTALL AND MAINTAIN ALL TESC MEASURES ACCORDING TO APPROVED PLANS, CITY OF EDMONDS STANDARD DETAILS AND ALL OTHER MEASURES THAT MAY BE REQUIRED DURING CONSTRUCTION. APPROVED BY PLANNING Oct 06 2023 I / CEDAR F_ 30" X 2 13, 760 SF GRAV LWALKWAY TO BE I I 28" X 2 I I CONV�RTED INTO GRASS, II I 0 513600002?03 APPR X. 288 SF SHED 125 SFI I 1 / \ -50" WESTERN-- \ RED CEDAR I o . 12" WESTERN I 'THUJA PLICATA' i Q RED CEDAR I / o 14" FIELD 30" TREE OF HE/VEN THUJA PLICA / ` o MAPLE 'ACER (AILANTHUS ALTI SIMA) I CAMPESTRE' T N 88028'02" W 157: 0' ALL DISTURBED SOILS SHALL BE / COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. \ ' NOTES OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. IMPERVIOUS SURFACES NEW & REPLACED IMPERVIOUS: GRAVEL DRIVEWAY 663 SF GRAVEL WALKWAYS @ EAST LOT LINE 567 SF GRAVEL WALKWAYS @ WEST OF HOUSE 215 SF RETAINING WALLS 177 SF CONCRETE PONDS 203 SF SHED 125 SF TOTAL 1,950 SF A - NOTE: EXISTING ROOF ASPHALT SHINGLES WERE REPLACED BUT NOT EXTENDED BEYOND THE ROOF LINE. AVE. GRADE CALCS. POINT EXISTING GRADE ELEVATION (E) A 254.6' B 255.8' C 260' D 260' TOTAL 1,030.4 Z2 EXISTING AVERAGE GRADE _ 1,030.4/4=257.6 0 2 2 SITE PLAN EXISTING ROCKERY TO REMAIN. RESUB Oct 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SCALE: 1" = 10'-0" 0 5 20 50 FT. Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. f� v H w H U Q � U) Z O N Q N � rn v O U U LU H 2 U Q wz<N� Z w �oQC6 Q J � 0O W J W U) rn 00 N 11. N 0 I') I")M, W 0 CD � Cf) I Cn I Cf) 0 CD 0 I� in Cn Cf) w w w W w w a_ w a_ a aaa 0 REVISION 1 6/16/23 2 8/24/23 3 10/6/23 LU o o Zw� Q LLJ C) � uS w CN z 0 U) LLI LU U) SITE PLAN A, A1.0 CD I N CD I i� o� Qa w w �CD O EGRESS WINDOW 0 PAR I I/iL—P1LIUM I WALL BASEMENT PLAN 1/4" = 1'-0" �O5 Ell, NoOff`' SCALE: 1/4" = 1'-0" 0 5 10 20 FT. d- I LO I Ln H U w H 2 U � Q can c� U LEGEND: O N o OSMOKE DETECTOR & ALARM. SMOKE ALARMS MUST BE > rn INTERCONNECTED BETWEEN DWELLING UNITS. O U Z Q N 0 CO CARBON MONOXIDE DETECTOR & ALARM LLJ U 0 F CEILING-MTD EXHAUST FAN WITH TIMER: = W H oo 0 BATHROOM: 50 CFM MIN. U � o Q p LAUNDRY: 50 CFM Q O w N Q J u) n DEMO EXISTING WALL CONSTRUCTION 0 NEW WALL CONSTRUCTION RESUB Oct 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT r, CN � (CN Co W 0 CD I cn I U) I cn z 0 z 0 z 0 cn cn v� > > w w w G o Of W w w D_ w a aaa 0 REVISION 1 6/16/23 2 ui o o Zw� Q LLJ C) � uS (f�(nCNo z X ��w U) BASEMENT PLAN L A2.0 CD CV 0 I 00 r 10'-5" 5'-0" 12'-6" BATH MASTER 103 BEDROOM 104 FLI (�103 GRE-S WINDOW Ee o NEW STAIRS I CO I I HALL 101 I EXISTING STAIRS TO I L---Up ATTIC TO REMAIN O 2>_6„ I I 4'-0" <@> N IH � B04 r? O CN BEDROOM 102 - - - - - - ---- ----- ---- I � I I A NEW GAS FIREPLACE 45-0" LIVING ROOM 100 0 4' DECK DIN 12'-0" 6 TRE I— — — — — — — — — — — — — — — — — — — — EGRESS 6'-0" WINDOW 12'-0" 20'-0" FIRST FLOOR PLAN —TT CV Co I 1 A4.0 DIN S-0" 5'- SCALE: 1 /4" = 1'-0" 0 5 10 20 FT. 8'-7 3/4" 3 A7. ❑❑ I KITCHEN/DINING 107 S-10" N 8'-0 1 /2" DESK N �i CV CV M NEW STACKABLE WASHER & DRYER Lo I I 13'-0" ❑F I I LO — I I Ln LEGEND: r C 1 SMOKE DETECTOR & ALARM. SMOKE ALARMS MUST BE INTERCONNECTED BETWEEN DWELLING UNITS. CO CARBON MONOXIDE DETECTOR & ALARM CEILING-MTD EXHAUST FAN WITH TIMER: BATHROOM: 50 CFM MIN. KITCHEN: 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS. W/ DIRECT VENT TO EXTERIOR LAUNDRY: 50 CFM WF WHOLE HOUSE FAN CONTINUOUS OPERATION AT 60 CFM W/ MANUAL OVERRIDE EXISTING WALL COSNTRUCTION NEW WALL COSNTRUCTION An RESUB Oct 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H U W U r Q a) can cv ULuO Z O � (n N Q Ln N rn Q m v E SOU Ua � o W ~ U of Q W U z W Q J z oQo CD Lu � W (n N CO N a :3 O U c a� W co ao r I I cn CD 0 � cn z 0 � cn z 0 w w LLJ W 1 w Of w Of w aaa 0 REVISION 1 6/15/23 2 8/23/23 In JW �U�CN o o JZ >� =� Q Q W C) ui �r- zo X w� ry w U) FIRST FLOOR PLAN A2. 1 0 N ATTIC FLOOR PLAN 1/4" = 1'-O" SCALE: 1 /4" = 1'-0" 0 5 10 20 FT I F-rFNIn- OSMOKE DETECTOR & ALARM. SMOKE ALARMS MUST BE INTERCONNECTED BETWEEN DWELLING UNITS. WF WHOLE HOUSE FAN CONTINUOUS OPERATION AT 60 CFM W/ MANUAL OVERRIDE RESUB Oct 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H U w H 2 U Q � can c� UO Z =wQ a) Q N E O U C O W H 2 U Q w U Z w �0Qo� Q J z -C it� CO w i.00 w U) N N d :3 O 0 r, W o 0 CD N 00 V) Coz o z 0 z 0 Ld Ld w w w O_ Of W w w a_ w 12- O aaa 0 REVISION 1 6/16/23 2 Lu o o Zw� Q LLI C) � uS (f�(nCNo z LLI�w ATTIC FLOOR PLAN L A2.2 0 m O <n M0 rn Dzm O Y/ � 10 ai 1 mm0 �V �pz O <o � W m m 29'-0" N °o SIX STAR LLLP RESIDENCE W � 17727 76TH AVE W z EDMONDS, WA 98020 m < N) � cni o z PERMIT SET APERMIT REVISIONS - 6/16/23 APERMIT REVISIONS - 8/24/23 APERMIT REVISIONS - 10/6/23 ARCHITECT LAWRENCE HOUSTON, ARCHITECT 10002 17th NE Ave SEATTLE, WA 98125 P.206.819.1279 lawrencehouston@comcast.net MAX. ALLOWABLE HEIGHT = TOP OF RIDGE ATTIC FIN. FLOOR Ln (V Cb I 0 CV —H00 - I +I FIRST FIN. FLOOR ELEV. 257.6 2 BASEMENT FIN. FLOOR MAX. ALLOWABLE HEIGHT ELEV. 282.6' Q 2 TOP OF RIDGE ATTIC FIN. FLOOR I Lo CV i FIRST FIN. FLOOR — NORTH ELEVATION 1/4" = 1'-0" EAST E L EVATI O N MAX. ALLOWABLE HEIGHT ELEV. 282.6' 2 TOP OF RIDGE ATTIC FIN. FLOOR Ln cV 00 0 CV -H FIRST FIN. FLOOR — A ELEV. 257.6' 2 BASEMENT FIN. FLOOR Ln 00 I +I WEST ELEVATION 1/4" = 1'-0" SCALE: 1/4" = 1'-0" 0 5 10 20 FT. MAX. ALLOWABLE HEIGHT ELEV. 282.6' Q 2 TOP OF RIDGE Lo CV 00 I CD CV -H Lo 00 +I FIRST FIN. FLOOR — � I I � I I � I I I -------�-- ----- ELE�7.6C' BASEMENT FIN. FLOOR L— — — — — — — — — — — — — — — EXISTING WINDOW TO BE REMOVED SOUTH ELEVATION 1/4" = 1'-0" RESUB Oct 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H U w U Q � � UO Z O � CQ = N Q w Ln N Q m v E OU �1 � 0 W ~ U Q w U Z W QowN J z � oQo LLI � (n N rn CO n :3 O U c a� WCD N co 0 '..� I Cn I Cn I Cn z z z 0 0 0 Cn U5 Cn w w w Of Of F- LJJ w w w DIIIIIIIIIIIII � aaa 0 REVISION 1 6/16/23 2 8/24/23 In JW �U�CN o o JZ 0�w >� = Q o � U) U) C) o U) X w� ry w U) EXTERIOR ELEVATIONS A3.0 MAX. ALLOWABLE HEIGHT ELEV. 282.6' 2 ATTIC FIN. FLOOR N FIRST FIN. FLOOR ELEV. 257.6' 2 BASEMENT FIN. FLOOR 1 A4.1 XISTING ROOF TO REMAIN zz""'�r ATTIC 200 00 0 N -H KITCHEN/DINING 00 107 oCD c� i i 10� w NEW HANDRAIL ON /TYP. OPPOSITE WALL 6' 6' o r MEDIA 605 NEW STAIRS SEE 1 /A7.0 FO B07 N Ce7 11a031 SECTION 1/4" = 1'-O" Lj H U w H 2 �• U r Q o can co UO Z O H U) = Q LU Lr) N 0 E ��0 V C w H 2 Q LV U zr— w Q i Z � — 0o , wa� -j La (n CN 0 N 0- o LU 0 co 0 o N cn V) cn z 0 z 0 z 0 cn cn �n > > > w w w D Of o W w w a_ w a_ DIIIIIIIIIIIII aaa -PROVIDE R-15 BATT INSUL. ON ALL 0 REVISION ABOVE -GRADE 2X4 EXTERIOR WALLS OR R-21 BATT INSUL ON 2X6 WALLS EXPOSED DURI 1 6/16/23 CONST., TYP. igid insulation that is exposed to 2 8/24/23 weathering shall be protected. INSTALL 1/2" GWB UNDER STAIRS & ON CLOSET WALLS UNDER STAIRS RESU B BELOW GRADE WALLS Oct 06 2023 FOUNDATION DRAIN MAT SYSTEM R-10 RIGID INSULATION CITY OFEDMONDS DEVELOPMENT DEPARTMENRVICES CONC. FOUNDATION WALL 1" AIR SPACE 2X6 STUDS R-21 BATT INSUL. W/ V.P. 1 /2" GWB EXTEND PERIMETER RIGID INSULATION 24 INCHES BELOW SLAB, TYP. Uj Jv�o o Z >Q LLJ�� QQ�U� _(.0o U) LU X�o OC w — C) SECTIONS L A4.0 Window and Glass Door Schedule MARK WINDOW Nominal Dimension Unit Area (s.f.) Total No. of Units Total Glazing Area (TGA) Rated U-Value* TGA x U-Value R.O. Head HeightAFF Sill Height AFF REMARKS Width Height A SLIDING 4'-0" x V-8" 6.68 2 13.36 0.30 4.01 6'-5" B SLIDING 3'-0" x V-8" 5.01 3 15.03 0.30 4.51 6'-5" C SLIDING 4'-0" x 2'-0" 8.00 2 16.00 0.30 4.80 6'-5" D SLIDING 5'-0" x 2'-0" 10.00 1 10.00 0.30 3.00 6'-5" E SLIDING 5'-0" x 2'-6" 12.50 1 12.50 0.30 3.75 5'-8" 3'-8" EMERGENCY EGRESS WINDOW F SLIDING 4'-0" x 4'-0" 16.00 1 16.00 0.30 4.80 6'-5" 2'-5" EMERGENCY EGRESS WINDOW G SLIDING 4'-0" x 4'-0" 16.00 1 16.00 0.30 4.80 6'-5" 2'-5" EMERGENCY EGRESS WINDOW H SINGLE -HUNG 2'-0" x 3'-0" 6.00 3 18.00 0.30 5.40 6'-8" J SLIDING 4'-0" x 4'-0" 16.00 1 16.00 0.30 4.80 6'-2" 2'-2" EMERGENCY EGRESS WINDOW K SLIDING 4'-0" x 4'-0" 16.00 1 16.00 0.30 4.80 6'-8" L SLIDING 4'-0" x 3'-0" 12.00 1 12.00 0.30 3.60 6'-2" M SLIDING 4'-0" x 4'-0" 16.00 1 16.00 0.30 4.80 7'-2" N SLIDING 4'-0" x 4'-0" 16.00 3 16.00 0.30 4.80 6'-2" P SLIDING 4'-0" x 3'-0" 12.00 2 24.00 0.30 7.20 5'-11" GLASS DOORS MARK GLASS DOOR Nominal Dimension Unit Total Total Glazing Rated TGA x R.O. Head Width Heiaht Area (s.f.l No. of Units Area (TGAI U-Value* U-Value Heiaht I 100 1 ENTRY DOOR 1 3'-0" x 6'-8" 1 20.01 1 1 1 20.01 1 0.30 1 6.00 1 6'-8" 1 1 1 TOTALS Tota I TGA Area Weighted Average Glazing U-Value=(Total TGA x U) / (Total TGA)= 48.27 0.30 WINDOW AND GLASS DOOR NOTES: 1. See Building Elevations (A2.0 series) and Floor Plans (A1.0 series) for window and door marks. 2. Window Manufacturer: Milgard or equal Color: White Material: Vinyl 3. Glazing shall be tempered as required by RBC Section R 308. See Building Elevations on sheet A3.0 series for "SG" (Safety Glass) marks. 4. Provide insect screens at all operable windows. 5. See energy worksheets on Sheet A6.0 & A6.1 6. Builder to field verify all rough opening dimensions at time of window order. 7. See floor plans for locations of emergency egree windows. Emergency egress windows shall have a clear net opening of 5.7 square feet, with a net clear height of not less than 24 inches, and a net clear width of not less than 20 inches. It shall have a sill height of not more than 44 inches above the floor. Grade floor openings shall have a net clear opening of 5 square feet. DOOR SCHEDULE (Opaque Doors) DOOR MARK NOMINAL SIZE DOOR AREA (Sq. Ft) GLASS AREA TYPE U-VALUE TESTED DEFAULT TGA X U= HARDWARE REMARKS Exterior Opaque Doors B00 3'-0" X 6'-8" 20.01 INSULATED HOLLOW METAL 0.37 7.4037 ENTRY WEATHERSTRIPPING 107 3'-0" X 6'-8" 20.01 INSULATED HOLLOW METAL 0.37 7.4037 ENTRY WEATHERSTRIPPING TOTAL TGA x U = 14.8074 Interior Doors B02 2'-6" X 6'-811 SOLID CORE WOOD PRIVACY B03 2'-0" X 6'-8" SOLID CORE WOOD PRIVACY B04 2'-6" X 6'-8" LOUVERED SC WOOD DOOR PULLS, TRACK BI-FOLD CLOSET DOOR B06 2'-6" X 6'-8" SOLID CORE WOOD PRIVACY B06A 2'-0" X 6'-8" SOLID CORE WOOD DOOR PULLS, TRACK BI-FOLD CLOSET DOOR B07 3'-0" X 6'-8" SOLID CORE WOOD DOOR PULLS, TRACK BI-FOLD CLOSET DOOR 102 2'-6" X 6'-8" SOLID CORE WOOD PRIVACY 102A 2'-0" X 6'-8" SOLID CORE WOOD PASSAGE 103 2'-6" X 6'-8" SOLID CORE WOOD PRIVACY 104 2'-6" X 6'-8" SOLID CORE WOOD PRIVACY 105 2'-4" X 6'-8" SOLID CORE WOOD PASSAGE 106 2'-4" X 6'-8" SOLID CORE WOOD PRIVACY 107A 3'-0" X 6'-8" LOUVERED WOOD DOOR PULLS, TRACK BI-FOLD CLOSET DOOR 107B PR V-6" X 6'-8" SOLID CORE WOOD DOOR PULLS, TRACK CLOSET DOORS DOOR NOTES: 1. Door hardware: Schlage unless otherwise noted. F-TBD; Style-TBD; Finish - TBD 2. Interior opaque doors: Simpson or equal. 1 3/8", fir, solid fir wood frame w/ single flat 1/4" composite center panel, paint grade. 3. See Floors Plans and Elevations for door "marks". RESUB Oct 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U LU Q W V) LU U Q n c� Z O H W LO N Q M v E O (L) 0 LUZ > N c� = Z LU �oQo Q J i O - W F- Lu (n rn 00 N d 0 a� ro 0 0 C/) � Cn z z z 0 0 0 C/) v) cf) LEI LJ LEI Qf LEI LLJ LEI a_ � a_ aaa 0 REVISION 1 6/16/23 2 LLI U Z w 0 i W Q 2 Q0 O O CO >Q U) 0 Z O 0 W SCHEDULES A5.0 R503.1.1 Building envelope. Building envelope assemblies that are part of the alteration shall comply with Section R402.1.1 or R402.1.4, Sections R402.2.1 through R402.2.11, R402.3.1, R402.3.2, R402.4.3 and R402.4.4. Exception: The following alterations need not comply with the requirements for new construction provided the energy use of the building is not increased: 1. Storm windows installed over existing fenestration. 2. Existing ceiling, wall or floor cavities exposed during construction provided that these cavities are filled with insulation. 2x4 framed walls shall be insulated to a minimum of R-15 and 2x6 framed walls shall be insulated to a minimum of R-21. 3. Construction where the existing roof, wall or floor cavity is not exposed. 4. Roof recover. 5. Roofs without insulation in the cavity and where the sheathing or insulation is exposed during reroofing shall be insulated either above or below the sheathing. 6. Surface -applied window film installed on existing single pane fenestration assemblies to reduce solar heat gain provided the code does not require the glazing fenestration to be replaced. R503.1.1.1 Replacement fenestration. Where some or all of an existing fenestration unit is replaced with a new fenestration product, including sash and glazing, the replacement fenestration unit shall meet the applicable requirements for U-factor and SHGC in Table R402.1.1. Where more than one replacement fenestration unit is being installed, an area -weighted average of the U-factor and SHGC of all replacement fenestration shall be permitted to be used to demonstrate compliance. R503.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the alteration shall comply with Section R403. Exceptions: 1. Where ducts from an existing heating and cooling system are extended, duct systems with less than 40 linear feet in unconditioned spaces shall not be required to be tested in accordance with Section R403.2.2. 2. Existing duct systems constructed, insulated or sealed with asbestos. R502.1.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the addition shall comply with Section R403. Exception: The following need not comply with the testing requirements of Section R403.3.3: 1. Additions of less than 750 square feet. 2. Duct systems that are documented to have been previously sealed as confirmed through field verification and diagnostic testing in accordance with procedures in WSU RS-33. 3. Ducts with less than 40 linear feet in unconditioned spaces. 4. Existing duct systems constructed, insulated or sealed with asbestos. R503.1.3 Service hot water systems. New service hot water systems that are part of the alteration shall comply with Section R403.5. R503.1.4 Lighting. New lighting systems that are part of the alteration shall comply with Section R404.1. Exception: Alterations that replace less than 50 percent of the luminaires in a space, provided that such alterations do not increase the installed interior lighting power. R503.2 Change in space conditioning. Any nonconditioned or low -energy space that is altered to become conditioned space shall be required to be brought into full compliance with this code. Alterations Worksheet - 2018 Washington State Energy Code Project Information Contact Information Six Star LLP Residence Remodel and Addition Lawrence Houston 17727 76th Ave W Email: lawrencehouston@comcast.net Edmonds, WA 98020 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? FV Yes r 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? P 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 Yes F No If yes: Exposed floor cavities must be insulated to R-30 Are the windows and/or doors being replaced? r Yes r No (includes both window or door and frames) If yes: New windows and doors must have an area weighted average U-factor of 150.30 Will the heating or cooling system be replaced? Fv- Yes F No If yes: New equipment must meet current requirements and ducts need to be tested Will the hot water system be altered? Fv- Yes F No If yes: New water heating equipment must meet current code requirements Are more than 50% of the light fixtures being changed? Fv- Yes F_ No If yes: 90% of all lamps must be high efficacy (LED or CFL) RESUB Oct 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U H Q W V) — U W H 2 �• U IY Q can ca Z O H mco W U') N Q � v E OV O LU Z N n -C Z W Q J 4- CD , W W U) rn CC) N 0- c r, o 0 cn cn cn z z z 0 0 0 in Cf) v) > > > LJ LJ LJ Of Of o LJ 4J LJ a_ IZ Cl- aaa 0 REVISION 1 6/16/23 2 J J J X U) 11w v�o W 00 Z LU > QQ (3) O�cn F_o ALTERATIONS WORKSHEET simple cleating System size: wasnington state This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 Washington State Energy Code (WSEC) and ACCA Manuals J and S. This tool will calculate heating loads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Please complete the green drop -downs and boxes that are applicable to your project. As you make selections in the drop -downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop -down options, please contact the WSU Energy Program at energycode@energy.wsu.edu or (360) 956-2042 for assistance. Project Information Contact Information Six Star LLLP Residence Remodel _ Lawrence Houstong 17727 76th Ave W Email: lawrencehsouton@comcast.net Edmonds, WA 98020 !W Heating System Type: O All Other systems OO Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Design Temperature Difference (AT) 46 �fdniontl5 AT = Indoor (70 degrees) - Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions 'i1i0.30 � Skylights Instructions Insulation Attic Instructions Single Rafter Instructions Above Grade Instructions 960 Conditioned Volume 7.8 7,440 U-Factor X Area = UA 0.300 83 24.90 U-Factor X Area = UA 0.50 --- U-Factor X Area = UA No selection 0 --- U-Factor X Area UA No selection 329 U-Factor X Area UA No selection 1,018 Floors U-Factor X Area UA Instructions Select R-Value � No selection 0 Below Grade Wa s isee Figure 1) U-Factor X Area UA Instructions Select R-value No selection --- Slab Below Grade_isee Figure i) F-Factor X Length UA Instructions No Slab Below Grade in this project. � � 0.000 --- Slab on Grade ( F-Factor X Length UA Instructions R-10 Perimeter � J 0.540 142 76.68 Location of Ducts Instructions Duct Leakage Coefficient 111111111lumeondifibaLd Space 1.10 Sum of UA 101.58 Envelope Heat Load 4,673 Btu / Hour Figure 1. Sum of LAxAT Air Leakage Heat Load 3,696 Btu / Hour Volume x 0.6 x AT x 0.018 Above Grade Building Design Heat Load 8,369 Btu / Hour Air leakage + envelope heat loss Building and Duct Heat Load 9,206 Btu / Hour Ducts in unconditioned space: sum of buildinq heat loss x 1.10 Ducts in conditioned space: sum of buildinq heat loss x 1 Maximum Heat Equipment Output 11,507 Btu / Hour Buildina and duct heat loss x 1.40 for forced air furnace Buildina and duct heat loss x 1.25 for heat pumD (07101113) 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Summary of Table Energy Credit Option Descriptions (cont.) Efficient Water Heating Efficient Water Heating Efficient Water Heating R406.2 (cont.) Credits - select ONE energy option from User Notes each category d 0.5 ❑ Energy Options 5.1d 5.2 0.5 ❑ EE 5.3 1.0 1.5 ❑ ❑ 5.4 Efficient Water Heating 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating 2.5 ❑ Q 6.1e Renewable Electric Energy (3 credits max) 1.0 7.1 Appliance Package 0.5 ❑ Total Credits I 1 3 II[Calculate Total I I Clear Form I a. An alternative heating source sized at a maximum of 0.5 W/sf (equivalent) of heated floor area or 500 W, whichever is bigger, may be installed in the dwelling unit. b. Equipment listed in Table C403.3.2(4) or C403.3.2(5) c. Equipment listed in Table C403.3.2(1) or C403.3.2(2) d. You cannot select more than one option from any category EXCEPT in category 5.Option 5.1 may be combined with options 5.2 through 5.6. See Table 406.3. e. 1.0 credit for each 1,200 kWh of electrical generation provided annually, up to 3 credits max. See the complete Table R406.2 for all requirements and option descriptions. f. Use the single radiobutton in the upper right of the second column to deselect radiobuttons in that group. Please print only pages 1 through 3 of this worksheet for submission to your building official. For Building Officials Only Prescriptive Path - Single Family 2018 Washington State Energy Code-R 3 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Familv - New & Additions (effective February 1, 2021) Version 1.2 These requirements apply to all IRC building types, including detached one- and two-family dwellings and multiple single-family dwellings (townhouses). Project Information Contact Information Six Star LLLP SFR 17727 76th Ave W, Edmonds, WA 98020 1 1 Email"lawrencehouston@comcast.net Instructions: This single-family project will use the requirements of the Prescriptive Path below and incorporate the minimum values listed. Based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Provide all information from the following tables as building permit drawings: Table R402.1- Insulation and Fenestration Requirements by Component, Table R406.2 - Fuel Normalization Credits and 406.3 - Energy Credits. Authorized Representative Date All Climate Zones Table R402.1.1 R-Value a U-Factor a Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC b,e n/a n/a Ceiling a 49 0.026 Wood Frame Wall 9,1 21 int 0.056 Floor 30 0.029 Below Grade Wall `,h 10/15/21 int + TB 0.042 Slab d f R-Value & Depth 10, 2 ft n/a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity that is less a than the label or design thickness of the insulation, the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. "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 c the interior of the basement wall. "10/15/21 +5TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "5TB" means R-5 thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See Section R402.2.9.1. For single rafter- or joist -vaulted ceilings, the insulation may be reduced to R-38 if the full insulation depth e extends over the top plate of the exterior wall. R-7.5 continuous insulation installed over an existing slab is deemed to be equivalent to the required perimeter f slab insulation when applied to existing slabs complying with Section R503.1.1. If foam plastic is used, it shall meet the requirements for thermal barriers protecting foam plastics. For log structures developed in compliance with Standard ICC 400, log walls shall meet the requirements for g climate zone 5 of ICC 400. Int. (intermediate framing) denotes framing and insulation as described in Section A103.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. Prescriptive Path - Single Family 2018 Washington State Energy Code-R 1 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 (fuel normalization credits) and Table 406.3 (energy credits) to achieve the following minimum number of credits. To claim this credit, the building permit drawings shall specify the option selected and the maximum tested building air leakage, and show the qualifying ventilation system and its control sequence of operation. 1. Small Dwelling Unit: 3 credits Dwelling units less than 1,500 sf in conditioned floor area with less than 300 sf of fenestration area. Additions to existing building that are greater than 500 sf of heated floor area but less than 1,500 sf. 2. Medium Dwelling Unit: 6 credits All dwelling units that are not included in #1 or #3 3. Large Dwelling Unit: 7 credits Dwelling units exceeding 5,000 sf of conditioned floor area 4. Additions less than 500 square feet: 1.5 credits All other additions shall meet 1-3 above Before selecting your credits on this Summary table, review the details in Table 406.3 (Single Family), on page 4. Summary of Table R406.2 and 406.3 Heating Credits - select ONE O tions Fuel Normalization Descriptions heating option User Notes P 1 Combustion heating minimum NAECAb 0.0 ❑ 2 Heat pump` 1.0 0 3 Electric resistance heat only - furnace or zonal -1.0 ❑ 4 DHP with zonal electric resistance per option 3.4 0.5 ❑ 5 All other heating systems Energy Credit Option Descriptions -1.0 ❑ Credits - select ONE energy option from each cate o Energy Options p 1.1 Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 ❑ 1.3 Efficient Building Envelope 0.5 ❑ 1.4 Efficient Building Envelope 1.0 ❑ 1.5 Efficient Building Envelope 2.0 ❑ 1.6 Efficient Building Envelope 3.0 ❑ 1.7 Efficient Building Envelope 0 0.5 ❑ 2.1 Air Leakage Control and Efficient Ventilation 0.5 ED 2.2 Air Leakage Control and Efficient Ventilation 1.0 ❑ 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ 2.4 Air Leakage Control and Efficient Ventilation LJ 2.0 ❑ 3. la High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 3.3a High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 ❑ 3.5.1 High Efficiency HVAC 1.5 ❑ 3.5.2 High Efficiency HVAC 1.5 ❑ 3.6a High Efficiency HVAC 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System U 1.0 ❑ Prescriptive Path - Single Family 2018 Washington State Energy Code-R 2 I- U W H U Q can Z v O Lo E H N O (L) D > co O Q NU wLu � l-I U o Zr- LUM= = LU=_JCC) 0 U �oQo QowN a� 11� Q J V) W CID . CD N co e0 I (n I (n I (/) O O 0 w w w of Ct� I- Of ofLJ W w w w w w w IL- � aaa 0 REVISION 1 6/16/23 2 RESUB Oct 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0. J � W Uw� o Z > LLJ < Q �0 F_ �0 � 0C C/) LLJ Z 0 X [)� 0 W ENERGY WORKSHEETS A6.1 10' TR 3/4" TO 1-1/4" NOSING OPENINGS BETWEEN GUARDRAILS SHALL NOT ALLOW THE PASSAGE OF A MINIMUM 4" DIAMETER SPHERE TRIANGULAR OPENINGS AT THE BOTTOM OF GUARD AT THE OPEN SIDE OF THE STIARWAY SHALL NOT ALLOW THE PASSAGE OF A MINIMUM 6" DIAMETER MIN. 2X12 SPHERE. STRINGER EXTERIOR STAIR SECTION SCALE: 1" = 1'-0" WINDOW FLASHING SEQUENCE SEQUENCE FOR INSTALLATION OF VAPROSHIELD, VAPRO LIQUIFLASH FOR WINDOWS & DOORS w/. NAIL FLANGES. 1. APPLY VAPRO FLASHING SA SILL PIECE APPLIED DIRECTLY TO SHEATHING AND INSIDE OPENING AS SHOWN. RELEASE PAPER LEFT ON LOWER 6" TO SHINGLE OVER WEATHER RESISTANT BARRIER. 2. APPLY VAPRO FLASHING SA JAMB PIECES APPLIED DIRECTLY TO SHEATHING AND INSIDE OPENING AS SHOWN. 3. APPLY VAPRO FLASHING SA HEAD PIECE DIRECTLY TO SHEATHING AND INSIDE OPENING AS SHOWN. 4. APPLY VAPRO LIQUIFLASH AT INSIDE OF OPENING AND 2" ON OUTSIDE FACE & INTEGRATE INTO METAL FLASHING AT SILL. 5. APPLY DOW 758 SEALANT OR EQUAL AT HEAD, LEFT AND RIGHT JAMB OF WINDOW OR EXTERIOR DOOR. 6. INSTALL WINDOW / DOOR UNIT WITH NAIL FLANGE. SET IN NON -SKINNING BUTYL SEALANT. 7. INSTALL METAL HEAD FLASHING OVER VAPRO LIWUI-FLASH EMBEDDED IN DOW 758 OR EQUAL. 8. INSTALL WEATHER RESISTIVE BARRIER SEALED AGAINST NAIL FLANGES WITH NON -SKINNING BUTYL SEALANT. 7J 6 J WOOD OR ALUMINUM HANDRAIL ALUMINUM HANDRAILS BULLNOSE WOOD STAIR TREADS 16211n[0"1 a0livis TYPICAL STAIR DETAIL SCALE: 1 1/2" = 1'-0" FASTEN HANDRAILS PER MANUFACTURER RECOMMENDATIONS 1 3/4" MIN. 1 1/2" N 3/4" MIN. 1 1/2" MIN 1 1/2" MIN [NOSING "— 38" TO OF 2 TAIRS, TYPICAL 3 GUARD POST CORROSION —RESISTANT HANDRAIL HARDWARE 4 MOUNTED TO GUARD MOUNTED TO WALL WINDOW FLASHING SEQUENCE SCALE: NO SCALE HANDRAIL DETAILS SCALE: 1 1/2" = 1'-0" JRNED OR SAFETY RESUB Oct 06 2023 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT H W H H L W am — U w H 2 �• U IY Q c can co z O I— U) O= w Ln N rn Q � 0 E �0 V W z N 7 � z W Q J � CD , W W (n m CC) N 0- 0 N Co CD z 0 cn > w 0 i i z z 0 0 in v� > > w Ld w Ld a_ n aaa 0 REVISION 1 6/16/23 2 0. JV�CN ui o o Z�� = Q QW (.0 � U) 0u� 0 U) ry w U) DETAILS ATO