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APPROVED PLN BLD RESUB2 BLD2023-0692+Architectural_Plan+6.20.2024_8.25.21_AM+4333127SITE PLAN: HC TOWNHOUSE 7103 210TH ST SW, EDMONDS, WA 98026 BUILDING PLAN LIST. - COVER: COVER SHEET, PLAN LIST ARCHITECTURAL PLAN: SITE 1: SITE PLAN A0: BOUNDARY/TOPOGRAPHIC SURVEY CR 1: A1: A2: A3: A4: GENERAL NOTES COLOR RENDERING PLAN UNIT 1 FLOOR PLAN UNITS 2 TO 5 FLOOR PLAN UNIT 6 FLOOR PLAN ELEVATIONS — 1 OF 2 A5: ELEVATIONS 2 OF 2 A6: SECTIONS W DETAILS A 7: UNITS 1 TO 6 FOUNDATION LAYOUT PLAN A8: FIRE RESISTANCE RATING A9. 1: WEATHER BUILDING ENCLOSURE A9.2: WINDOW INSTALLTION DETAILS Age 3: DOOR INSTALLATION DETAILS DETAILS STRUCTURAL PLAN: S0: STRUCTURAL NOTES S 1. 1: CONSTRUCTION DETAILS FRAMING S1.2: CONSTRUCTION DETAILS — ROOF S2.0: FOUNDATION PLAN W MAIN FLOOR FRAMING S2. 1: FOUNDATION DETAILS-1 S2.2: FOUNDATION DETAILS-2 S3. 1: FRAMING PLAN — 2ND & 3RD FLOOR (UNIT 1) S3.2: FRAMING PLAN — 2ND & 3RD FLOOR (UNITS 2-5) S3.3: FRAMING PLAN — 2ND & 3RD FLOOR (UNIT 6) S4.1: FRAMING PLAN —ROOF & WALLS BELOW AID: WSEC CREDITS FORM APPROVED BY PLANNING E 1: STREET LIGHTING PLAN Nov 04 2024 THE FOLLOWING DOCUMENTATION SHALL BE ; AVAILABLE ON SITE FOR THE BUILDING INSPECTOR: Q COE APPROVED ARCHITECTURAL PLAN SET ❑X COE APPROVED STRUCTURAL PLAN SET ; n COE REVIEWED CALCULATION PACKET ; ENERGY CREDIT WORKSHEET SITE PLAN Ej CIVIL PLAN ; ■ ■ CITY OF EDMONDS BUILDING DEPARTMENT 2021 ■ City Of Edmonds Building Department Work 6 UNIT TOWN HOMES Address 7103 210TH ST SW Owner , ----------------------- CHEN Approved Date : 7/23/2024 Building Official Permit Number BLD2023-0692 ........................................ APPROVED OBTAIN ELECTRICAL ALL WORK SUBJECT PERMIT FROM TO FIELD PLANS MUST BE STATE LABOR & : INSPECTION FOR ON JOB SITE INDUSTRIES CODE COMPLIANCE Please provide a final enclosure OBTAIN A SEPARATE PLUMBING PERMIT documentation to the area Building;FROM THE CITY OF Inspector when requested. EDMONDS. L- _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ - _ -I , .............................. .......... HOME TECH 13608 SE 51ST PL BELLEVUE, WA (206)778 2431 hometechwa@gmail.com 1 /4/2024 1�G` SDI 32229 � Is SIGNAL c� N O 00 a� a C 0 Z � O U) J 0 Z LU a J ?� a LU Cf) � w Cl) LUU) Zo �T� � 0 N W H M O u O v =ti REVISI❑NS DATE zL MAY 24, 2024 RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGN; Y. S, DRAWING; H. H, CHECK1 Y. S, DATE1 JAN 4, 2024 SCALE; AS SHOWN SHEET: COVER FOUND MON IN CA5E 4'X4' CONC MON W/1-1/2' BRA55 DI5K & PUNCH DOWN 0.1' VISITED 3-7-2022 (a — y — z �o m END OF WALL 3.4'5X0.4'E 5DMH W/GATE VALLE RIM=410.43 36' CMP NW IE=402.96 12' CMP 5 IE=403.13 ADDRE55 5IGN MULTIPLE HOUSES C5 TYPE 1 RIM=404.56 6' PVC N IE=403.14 6' PVC 5 IE=403.06 CB TYPE 1 RIM=405.34 12' CONC N IE=402.09 12" CONC 5 IE=400.40 12' CONC E, W IE=400.39 - SS C8 TYPE 1 RIM=405.43 12" CONC N IE=400.65 N V) A PORTION Or- THE 69 1/4, SW 1/4 Or- SECTION 20, TOWNSHIP 27 NORTH, RANGE 04 EAST, l,U.i"l. FIT ST SW � -- (BASIS OF BEARING5) FOUND MON IN CASE - N09°15'40'E 652.71' 4'X4" CONC MON W/1-1/2' �- - BRA55 DI5K & PUNCH , 2 OAT ST SW DOWN 0.5' VISITED 3-1-2022 '--T 17-4 LL 1<> ¢ 210TH 5T 5W 212TH SST 5W r > FOUND MONUMENT A5 NOTED � —... T--, �Q , • SET 24' X 1/2" REBAR WITH CAP STAMPED 'L5 32441' m --. o� �0% FOUND MAG AND WASHER A5 NOTED 20 10 0 20 - O FOUND IRON PIPE OR REBAR AND CAP (RBC) AS NOTED SCALE: 1"=20' ® WATER METER -. _ >< WATER VALVE FIRE HYDRANT c7Q--, UTILITY POLE L.EGAL. DESCRIPTION N I or rwl14P UTILITY POLE WITH LIGHT 5CALE: 1' = 2,000' E— GUY ANCHOR PER PERSONAL SPECIAL WARRANTY DEED AFN 201412000390: ® MAILBOX BEGINNING AT HE SOUTHWEST CORNER OF LOT 6, BLOCK 1, SEATTLE HEIGHTS DIVISION NO. 4, ACCORDING TO THE PLAT THEREOF, RECORDED IN VOLUME 9 OF PLATS, PAGE 11, RECORDS OF 5IGN 5NOHOMI5H COUNTY, WA5HINGTON; ° GATE P05T THENCE EAST ALONG THE SOUTH LINE 30.01' TO THE TRUE POINT OF BEGINNING; THENCE NORTHWESTERLY TO A POINT 30 FEET EAST OF THE WEST LINE OF SAID LOT A5 ® TYPE I CATCH BASIN MEASURED AT RIGHT ANGLE5 TO SAID WEST LINE AND LYING 151.14 FEET NORTHERLY OF THE ® STORM DRAIN MANHOLE SOUTH LINE OF SAID LOT; THENCE EAST 74.10 FEET, MORE OR LE55 TO THE EAST LINE OF SAID LOT; ® STORM DRAIN CLEAN OUT 1 THENCE SOUTH ALONG THE EAST LINE OF SAID LOT TO THE SOUTHEAST CORNER; ® SANITARY SEWER MANHOLE THENCE WEST ALONG THE SOUTH LINE OF SAID LOT TO THE TRUE POINT OF BEGINNING. SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WA5HINGTON. 0 SANITARY SEWER CLEANOUT o X FENCE (TYPE NOTED) -{ BASIS Or- BEARING G — GA5 w NS9'15'40'E BETWEEN FOUND MONUMENTS ON 208TH 5T 5W AT 72ND AVE W AND AT SD STORM DRAIN "; 70TH AVE W PER THE EDMONDS COURT CONDO, AFN 9206165001 W WATER h DATuM NAVD 50 P OVERHEAD UTILITIE5 SS SANITARY SEWER SET LOCUST (-L) ( NORTHAOFNFACE OFSHER CURB AND 30DFEETI ASTTOFFL* ON 50'UTH 51DE SEWER MANHOLE.OF 210TH ST SW, 2 FEET CEDAR (-C) ELEV. = 405.63' FIR (-F) ELEVATION E5TABLI5HED BY GP5 055ERVATION5 UTILIZING THE WA5HINGTON STATE PINE REFERENCE NETWORK. 0 ASPHALT SURFACE MOTES CONCRETE 1 THIS SURFACE 15 DERIVED FROM AN ACTUAL SURVEY ON THE GROUND. CONTOURS ARE SHOWN AT 2' INTERVALS. VERTICAL ACCURACY IS PER UNITED STATES NATIONAL MAP ACCURACY STANDARDS. Su"'1/rmY REFERENCES CB TYPE 1 (SOLID LID) 5EATTLE HEIGHT5 DIV. 4, VOL. 9, P. 11 RIM=400.59 AURORA HEIGHT5, VOL. 12, P. 120, SHORT PLAT AFN 200511035000 12' CONC W IE=403.30 R- EDMONDS COURT CONDO, AFN 9206165001 12" CONC N IE=403.24 SITE DATA ' W SITE ADDRE55: 7103 210TH 5T 5W, EDMONDS, WA 9002 777- TAX PARCEL NUMBER: 00566900100601 1 GR055 SITE AREA: 11,201 5F (0.26 ACRES) SUR\/rzY NOTES s r 342.72' FIELD SURVEY DATE5: MARCH 7 & 11, 2022 EQUIPMENT: 3' OR LE55 TOTAL STATION AND/OR GN55 NETWORK ROVER HER METHOD: 2.61' FIELD TRAVERSE AND/OR WASHINGTON STATE REFERENCE NETWORK GN55 THE CLOSURES OF THI5 FIELD TRAVERSE CONDUCTED DURING THI5 SURVEY MEET OR EXCEED THE GAS LINE ENDS FOUND MON IN CASE MINIMUM CL05URE 5TANDARD5 STATED IN WAC 332-130-090. PER P5E A5-BUILT MAP G 2' BRA55 DOME W/'X' SS STAMPED "4561' THE INFORMATION SHOWN ON THI5 MAP REPRESENTS THE RESULTS OF A SURVEY MADE ON THE DOWN 0.7' INDICATED DATE AND CAN ONLY BE CONSIDERED A5 THE GENERAL EXl5TING CONDITION AT THAT VISITED 3-7-2022 TIME. NO EASEMENTS, RESTRICTIONS OR RESERVATION OF RECORD WHICH WOULD BE DISCLOSED BY A P P P P P TITLE REPORT ARE SHOWN. UT L 1 T*1' NOTES I�' •,v „-J'v''u MAG NAIL & WASHER J S5MH 'A5PI CONTROL' EL=405.63 RIM=40S.57 IN N, E IE= BASIS FOR UTILITY LINES 5HOWN:FIELD OBSERVATIONS & A5-BUILT MAPS 392. OUT W IE=392.71 1 IN PROVIDING THI5 SURVEY, NO ATTEMPT HAS BEEN MADE TO OBTAIN OR SHOW DATA CONCERNING CONDITION OR CAPACITY OF ANY UTILITY EXI5TING ON THI5 SITE, WHETHER PRIVATE, MUNICIPAL OR PUBLIC OWNED. UTILITIE5 OTHER THAN THOSE SHOWN MAY EXI5T ON THE SITE, UNDERGROUND UTILITY LOCATIONS SHOWN HEREON ARE TAKEN FROM A COMPILATION OF PUBLIC RECORDS AND VISIBLE FIELD EVIDENCE. WE ASSUME NO LIABILITY FOR THE ACCURACY OF THE PUBLIC RECORDS. UNDERGROUND UTILITY LOCATIONS ARE ONLY APPROXIMATE. UNDERGROUND CONNECTIONS ARE SHOWN AS 5TRAIGHT LINES BETWEEN VISIBLE SURFACE LOCATIONS BUT MAY CONTAIN SENDS OR CURVES NOT SHOWN. FIELD VERIFICATION I5 NF-CE55ARY PRIOR TO OR DURING ANY CONSTRUCTION. SUBSURFACE AND ENVIRONMENTAL CONDITIONS WERE NOT SURVEYED OR EXAMINED OR CONSIDERED AS PART OF THI5 SURVEY. NO EVIDENCE OR STATEMENT I5 MADE CONCERNING THE EXISTENCE OF UNDERGROUND OR OVERHEAD CONDITIONS, CONTAINERS OR FACILITIES THAT MAY AFFECT THE USE OR DEVELOPMENT OF THI5 PROPERTY. MAReH ZS, 2022- ASP I , LLC 5205 S 2NIM AVE, Su1TE A EVERETT, WA 98203 (425) 252-1894 �301�N1'�,41�1'/T01=OC��,4�� 1C PREP: 3-23-2022 1��/Y REV: FOR s< CHEN AJM 5E 1/4, 5W 1/4 OF SECTION 20, MJ5 TOWNSHIP 27 NORTH, RANGE 04 EAST, W.M. 1 OF 1 C I T�' OF EDMONDS S 5NOHOMI5H COUNTY, WA5HINGTON 22-004 GENERAL NOTES BUILDING CODE: THE 2018 INTERNATIONAL RESIDENTIAL CODE (IRC) ROOF LIVE LOAD = 25 PSF (SNOW) ROOF DEAD LOAD = 15 PSF FLOOR LIVE LOAD = 40 PSF (REDUCIBLE) DECK LIVE LOAD = 60 PSI= FLOOR DEAD LOAD = 15 PSF WIND LOAD = 110 MPH WIND SPEED, EXPOSURE "B" PER IBC SOIL SITE CLASS "D" CONSTRUCTION TYPE: V OCCUPANCY GROUP: R-3 CONTRACTOR SHALL VERIFY ALL NOTES DIMENSIONS & CONDITIONS PRIOR TO CONSTRUCTION. IT IS THE CONTRACTOR'S RESPONSIBILITY TO IDENTIFY ALL OMISSIONS AND/OR DISCREPANCIES TO THE ARCHITECT PRIOR TO PROCEEDING WITH WORK. DIMENSIONS TAKE PRECEDENT OVER SCALED DRAWINGS. SI TE WORK GENERAL UNLESS A SOILS INVESTIGATION BY A QUALIFIED SOILS ENGINEER IS PROVIDED, FOUNDATION DESIGN IS BASED ON AN ASSUMED AVERAGE SOIL BEARING OF 1500 PSF. EXTERIOR FOOTINGS SHALL BEAR 18" (MINIMUM) BELOW FINISHED GRADE. ALL FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH BELOW ORGANIC SURFACE SOILS. BACKFILL TO BE THOROUGHLY COMPACTED. BOLT HEADS AND NUTS BEARING AGAINST WOOD TO BE PROVIDED WITH 1/4"x3"x3" PLATE WASHERS. WOOD BEARING ON OR INSTALLED WITHIN 1" OF MASONRY OR CONCRETE TO BE PRESSURE TREATED WITH AN APPROVED PRESERVATIVE. FOUNDATION SILL BOLTS TO BE 5/8" DIAMETER AT 6'-0" O.C. U.N.O. WITH MIN. 7" EMBEDMENT METAL FRAMING CONNECTORS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR USP STRUCTURAL CONNECTORS CARPENTRY ALL NAILING TO COMPLY WITH REQUIREMENTS OF IRC TABLE R602.3(1 ) GYPSUM WALL BOARD AT INTERIOR WALLS TO BE FASTENED ACCORDING TO TABLE R702.3.5 ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED. FIELD CUT ENDS, NOTCHES, AND DRILLED HOLES OF PRESSURE TREATED LUMBER SHALL BE RETREATED IN THE FIELD IN ACCORDANCE WITH AWPA M4. PER IRC 317.3, FASTENERS FOR PRESSURE PRESERVATIVE AND FIRE RETARDANT TREATED WOOD SHALL BE OF HOT -DIPPED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE, OR COPPER. 6" MIN. CLEARANCE BETWEEN WOOD AND EARTH. 12" MIN. CLEARANCE BETWEEN FLOOR BEAMS AND EARTH. 18" MIN. CLEARANCE BETWEEN FLOOR JOIST AND EARTH. FASTENERS ALL NAILS SPECIFIED ON THIS PLAN SHALL BE COMMON OR GALVANIZED BOX (UNLESS NOTED OTHERWISE) OF THE DIAMETER AND LENGTH LISTED BELOW OR AS PER APPENDIX L OF THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION (NDS) 8d COMMON (0.131" DIA., 2-1/2" LENGTH), 8d BOX (0.113" DIA, 2-1/2" LONG), 10d COMMON (0.148" DIA., 3" LONG) 10d BOX (0.128" DIA., 3" LENGTH), 16d COMMON (0.162" DIA, 3-1/2" LONG), 16d SINKER (0.148 DIA, 3-1/4" LONG) 5d COOLER (0.086" DIA., 1-5/8" LONG ), 6d COOLER (0.092" DIA., 1-7/8" LONG) LUMBER GRADES FRAMING LUMBER SHALL COMPLY WITH THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN PRODUCTS ASSOCIATION OR THE WEST COST LUMBER INSPECTION BUREAU. ALL SAWN LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED LUMBER GRADING AGENCY AND SHALL HAVE THE FOLLOWING UNADJUSTED DESIGN MINIMUM PROPERTIES: JOISTS: WOOD TYPE: 2X4 HF #2 - Fb=850 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi 2X6 OR LARGER HF #2 - Fb=850 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi BEAM 4X DF-L #2 - Fb=900 psi, Fv=180 psi, Fc=1350 psi, E=1600000psi 6X OR LARGER DF-L #2 - Fb=875 psi, Fv=170 psi, Fc=600 psi, E=1300000psi STUDS 2X4 HF #2 - Fb=850 psi, Fv=150 psi, Fc=1300 psi, E=1300000psi 2X6 OR LARGER DF #2 - Fb=900 psi, Fv=180 psi, Fc=1350 psi, E=1600000psi POSTS 4X4 HF #2 - Fb=575 psi, Fv=140 psi, Fc=575 psi, E=1100000psi 4X6 OR LARGER HF #2 - Fb=575 psi, Fv=140 psi, Fc=575 psi, E=1100000psi 6X6 OR LARGER DF-L #1 - Fb=1200 psi, Fv=170 psi, Fc=1000 psi, E=1600000psi GLUED -LAMINATED BEAM (GLIB SHALL BE 24F-V4 FOR SINGLE SPANS & 24F-V8 FOR CONTINUOUS OR CANTILEVER SPANS WITH THE FOLLOWING MINIMUM PROPERTIES: Fb = 2,400 PSI, Fv = 165 PSI, Fc = 650 PSI (PERPENDICULAR), E = 1,800,000 ENGINEERED WOOD BEAMS AND I -JOIST CONTRACTOR SHALL SUBMIT SHOP DRAWINGS AND SPECIFICATIONS FOR APPROVAL BY BUILDING OFFICIAL. DESIGN, FABRICATION AND ERECTION IN ACCORDANCE WITH THE LATEST ICC EVALUATION REPORT. BEAMS DESIGNATED AS "PSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,900 PSI, Fv = 290 PSI, Fc = 750 PSI (PERPENDICULAR), E = 2,000,000 BEAMS DESIGNATED AS "LVL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 2,600 PSI, Fv = 285 PSI, Fc = 750 PSI (PERPENDICULAR), E = 1,900,000 BEAMS DESIGNATED AS "LSL" SHALL HAVE THE MINIMUM PROPERTIES: Fb = 1,700 PSI, Fv = 400 PSI, Fc = 680 PSI (PERPENDICULAR), E = 1,300,000 CALCULATIONS SHALL INCLUDE DEFLECTION AND CAMBER REQUIREMENTS. DEFLECTION SHALL BE LIMTED AS FOLLOWS: FLOOR LIVE LOAD MAXIMUM = L/480, FLOOR TOTAL LOAD MAXIMUM = L/240. WINDOW INSTALLATION WINDOWS SHALL BE INSTALLED AND FINISHED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. WRITTEN INSTALLATION INSTRUCTIONS SHALL BE PROVIDED BY THE MANUFACTURER FOR EACH WINDOW. CARPENTRY (CONTINUED) PREFABRICATED WOOD TRUSSES: PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO SUPPORT SELF WEIGHT PLUS LIVE LOAD AND SUPERIMPOSED DEAD LOADS AS STATED IN THE GENERAL NOTES. TRUSSES SHALL BE DESIGNED & STAMPED BY A REGISTERED DESIGN PROFESSIONAL AND FABRICATED ONLY FROM THOSE DESIGNS. NONBEARING WALLS SHALL BE HELD AWAY FROM THE TRUSS BOTTOM CHORD WITH AN APPROVED FASTENER (SUCH AS SIMPSON STC) TO ENSURE THAT THE TRUSS BOTTOM CHORD WILL NOT BEAR ON THE WALL. ALL PERMANENT TRUSS MEMBER BRACING SHALL BE INSTALLED PER THE TRUSS DESIGN DRAWINGS. ROOF/WALL/FLOOR SHEATHING TYPICAL WALL & ROOF SHEATHING SHALL BE 7/16" SHEATHING MINIMUM UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMON @ 6" O.C. @ PANEL EDGES AND 12" O.C. IN FIELD U.N.O. ON SHEARWALL SCHEDULE. SPAN INDEX SHALL BE 24/0 FOR WALLS AND 24/16 FOR ROOF. FLOOR SHEATHING SHALL BE 3/4" T&G SHEATHING, UNLESS OTHERWISE SPECIFIED. MINIMUM NAILING SHALL BE 8d COMMOM AT 6" O.C. PANEL EDGES AND 12" O.C. IN FIELD. SPAN INDEX SHALL BE 40/20 UNLESS NOTED OTHERWISE. STAGGER END LAPS AT ROOF AND FLOOR SHEATHING. NSUFAT ON AND MO STURE PROTECT ON rawRIMMAN MAINTAIN 1" CLEARANCE ABOVE INSULATION FOR FREE AIR FLOW. INSULATION BAFFLES TO EXTEND 6" ABOVE BATT INSULATION INSULATION BAFFLES TO EXTEND 12" ABOVE LOOSE FILL INSULATION INSULATE BEHIND TUBS/SHOWERS, PARTITIONS AND CORNERS FACE -STAPLE FACED BATTS FRICTION -FIT UNFACED BATTS USE 4 MIL POLY VAPOR RETARDER AT EXTERIOR WALLS R-10 INSULATION UNDER ELECTRIC WATER HEATERS. INSULATION MATERIALS INSULATION MATERIAL, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES, AND ATTICS SHALL HAVE A FLAME -SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 EXCEPTIONS: 1. WHEN SUCH MATERIAL ARE INSTALLED IN CONCEALED SPACES, THE FLAME -SPREAD AND SMOKE- DEVELOPEMENT LIMITATIONS DO NOT APPLY TO THE FACINGS, PROVIDED THAT THE FACING IS INSTALLED IN SUBSTANTIAL CONTACT WITH THE UNEXPOSED SURFACE OF THE CEILING, FLOOR, OR WALL FINISH. 2. CELLULOSE LOOSE -FILL INSULATION, WHICH IS NOT SPRAY APPLIED, COMPLYING WITH THE REQUIREMENTS OF IRC R302.1.10.3, SHALL ONLY BE REQUIRED TO MEET THE SMOKE -DEVELOPED INDEX OF NOT MORE THAN 450. INFILTRATION CONTROL EXTERIOR JOINTS AROUND WINDOWS AND DOOR FRAMES, PENETRATIONS IN FLOORS, ROOFS AND WALLS AND ALL SIMILAR OPENINGS SHALL BE SEALED, CAULKED, GASKETED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGE. VAPOR BARRIERS / GROUND COVERS AN APPROVED VAPOR BARRIER SHALL BE PROPERLY INSTALLED IN ROOF DECKS, IN ENCLOSED CEILING SPACES AND AT EXTERIOR WALLS. A GROUND COVER OF 6 MIL (0.006") BLACK POLYETHYLENE OR EQUIVALENT SHALL BE LAID OVER THE GROUND IN ALL CRAWL SPACES. THE GROUND COVER SHALL BE OVERLAPPED ONE FOOT AT EACH JOINT AND SHALL EXTEND TO THE FOUNDATION WALL. WALL FLASHING APPROVED CORROSION -RESISTANT FLASHING SHALL BE PROVIDED IN THE EXTERIOR WALL ENVELOPE IN SUCH A MANNER AS TO PREVENT ENTRY OF WATER INTO THE WALL CAVITY OR PENETRATION OF WATER TO THE BUILDING STRUCTURAL FRAMING COMPONENTS. THE FLASHING SHALL EXTEND TO THE SURFACE OF THE EXTERIOR WALL FINISH AND SHALL BE INSTALLED TO PREVENT WATER FROM REENTERING THE EXTERIOR WALL ENVELOPE. APPROVED CORROSION -RESISTANT FLASHINGS SHALL BE INSTALLED AT ALL OF THE FOLLOWING LOCATIONS: 1. AT TOP OF ALL EXTERIOR WINDOW AND DOOR OPENINGS IN SUCH A MANNER AS TO BE LEAKPROOF, EXCEPT THAT SELF -FLASHING WINDOWS HAVING A CONTINUOUS LAP OF NOT LESS THAN 1-1/8" (28 mm) OVER THE SHEATHING MATERIAL AROUND THE PERIMETER OF THE OPENING, INCLUDING CORNERS, DOO NOT REQUIRE ADDITIONAL FLASHING; JAMB FLASHING MAY ALSO BE OMITTED WHEN SPECIFICALLY APPROVED BY THE BUILDING OFFICIAL. 2. AT THE INTERSECTION OF CHIMNEYS OR OTHER MASONRY CONSTRUCTION WITH FRAME OR STUCCO WALLS, WITH PROJECTING LIPS ON BOTH SIDES UNDER STUCCO OPENINGS. 3. UNDER AND AT THE ENDS OF MASONRY, WOOD, OR METAL COPINGS AND SILLS. 4. CONTINUOUSLY ABOVE ALLPROJECTING WOOD TRIM. 5. WHERE EXTERIOR PORCHES, DECKS, OR STAIRS ATTACH TO A WALL OR FLOOR ASSEMBLY OF WOOD CONSTRUCTION. 6. AT WALL AND ROOF INTERSECTIONS. 7. AT BUILT-IN GUTTERS. FOUNDATION WATERPROOFING & DAMPROOF NG DAMPROOFING EXCEPT WHERE REQUIRED BY SEC. R406.2 TO BE WATERPROOFED, FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPROOFED FROM THE TOP OF THE FOOTING TO THE FINISHED GRADE. MASONRY WALLS SHALL HAVE NOT LASS THAN $" PORTLAND CEMENT PARGING APPLIED TO THE EXTERIOR OF THE WALL. PARGING SHALL BE DAMPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 1. BITUMINOUS COATING 2. 3 POUNDS PER SQ. YD. OF ACRYLIC MODIFIED CEMENT 3. J" COAT OF SURFACE BONDING CEMENT COMPLYING WITH ASTN C 887 4. ANY MATERIAL APPROVED FOR WATERPFOORING IN SEC. R406.2 5. OTHER APPROVED METHODS OR MATERIALS. EXCEPTION: PARGING OF UNIT MASONRY WALLS IS NOT REQUIRED WHERE A MATERIAL IS APPROVED FOR DIRECT APPLICATION TO THE MASONRY. FOUNDATION WATERPROOFING & DAMPROOF NG (CON7NUED� WATERPROOFING IN AREAS WHERE HIGH WATER TABLE OR OTHER SEVERE SOIL -WATER CONDITIONS ARE KNOWN TO EXIST, EXTERIOR PSI. FOUNDATION WALLS THAT RETAIN EARTH OR ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE WATERPROOFED FROM THE TOP OF FOOTING TO FINISHED GRADE. WALLS SHALL BE WATERPROOFED IN ACCORDANCE WITH ONE OF THE FOLLOWING. 1. 2-PLY HOT MOPPED FELT 2. 55 POUND ROOF ROLLING 3. 6-MIL POLYVINYL CHLORIDE 4. 6-MIL POLYETHYLENE 5. 40-MIL POLYMER -MODIFIED ASPHALT PSI. 6. 60-MIL FLEXIBLE POLYMER CEMENT 7. 8" CEMENT -BASED, FIBER -REINFORCED, WATERPROOF COATING PSI. 8. 60-MIL SOLVANT-FREE, LIQUID -APPLIED SYNTHETIC RUBBER EXCEPTION: ORGAN IC-SOLVANT-BASED PRODUCTS SUCH AS HYDROCARBONS, CHLORINATED HYDROCARBONS, PSI. KETONS AND ESTERS SHALL NOT BE USED FOR ICF WALLS WITH EXPANDED POLYSTYRENE FOAM MATERIAL. USE OF PLASTIC ROOFING CEMENTS, ACRYLIC COATINGS, LATEX COATINGS, MORTARS AND PARGINGS TO SEAL ICF WALLS IS PERMITTED. COLD -SETTING ASPHALT OR HOT ASPHALT SHALL CONFORM TO TYPE C OF ASTM D 449. HOT ASPHALT SHALL BE APPLIED AT A TEMPERATURE OF LESS THAN 200 DEG. F. ALL JOINTS IN MEMBRANE WATERPROOFING SHALL BE LAPPED AND SEALED WITH AN ADHESIVE COMPATIBLE WITH THE MEMBRANE. DOORS. WINDOWS AND SKYF GHTS GENERAL ALL SKYLIGHTS AND SKY WALLS TO BE LAMINATED GLASS UNLESS NOTED OTHERWISE. BEDROOM EMERGENCY EGRESS WINDOWS SHALL HAVE MINIMUM NET CLEAR OPENING OF 5.7 SQ. FT. WITH MINIMUM NET CLEAR OPENING WIDTH OF 20" AND MINIMUM NET CLEAR OPENING HEIGHT OF 24". FINISHED SILL HEIGHT SHALL BE MAXIMUM 44" ABOVE FLOOR, MEASURED FROM THE FINISHED FLOOR TO THE BOTTOM OF THE CLEAR OPENING WINDOW FLASHING TO BE FASTENED PER IRC CODE 703.8 WINDOW GUARDS ARE REQUIRED PER IRC 312.2 SAFETY GLAZING SHALL BE INSTALLED IN THE FOLLOWING LOCATIONS OR AS OTHERWISE REQUIRED PER IRC SECTION R308.4 SIDE HINGED DOORS EXCEPT JALOUSIES SLIDING GLASS DOORS AND PANELS IN SLIDING & BI-FOLD CLOSET DOOR ASSEMBLIES OF A DOOR IN THE CLOSED POSITION & BOTTOM EDGE IS LESS THAN 60" ABOVE 1. SHOWER AND BATH TUB, HOT TUB, WHIRLPOOL, SAUNA, STEAM ENCLOSURES 2. GLAZING W/ THE EXPOSED EDGE WITHIN A 24" ARC OF EITHER VERTICAL EDGE 3. STORM DOORS 4. THE WALKING SURFACE 5. GLAZING GREATER THAN 9 S.F. AND LESS THAN 18" ABOVE FINISHED FLOOR 6 GLAZING IN GUARDRAILS 7. GLAZING LESS THAN 18" ABOVE FINISHED FLOOR 8. STAIRS AND RAMPS ADJACENT WHERE THE BOTTOM EXPOSED EDGE OF THE GLAZING IS LESS THAN 36" ABOVE THE PLANE OF ADJACENT WALKWAY SURFACE OF STAIRWAYS LANDINGS BETWEEN FLIGHTS OF STAIRS AND RAMPS SHALL BE CONSIDER A HAZARDOUS LOCATION. PER IRC R308.4.6 9. A DOOR LEADS FROM THE GARAGE INTO THE DWELLING SHALL BE MIN. 1-3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB -CORE STEEL DOOR NOT LESS THAN 1-3/8 INCHES, OR 20 MINUTE FIRE -RATED DOOR, EQUIPED WITH A SELF -CLOSING DEVICE. MECHANICAL HEATING EQUIPMENT ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED TO LISTED SPECIFICATIONS. NO WARM -AIR FURNACES SHALL BE INSTALLED IN A ROOM USED OR DESIGNED TO BE USED AS A BEDROOM, BATHROOM, CLOSET OR IN ANY ENCLOSED SPACE WITH ACCESS ONLY THROUGH SUCH ROOM OR SPACE, EXCEPT DIRECT VENT FURNACE, ENCLOSED FURNACES AN ELECTRIC HEATING FURNACES. LIQUEFIED PETROLEUM GAS -BURNING APPLIANCES SHALL NOT BE INSTALLED IN A PIT. BASEMENT OR SIMILAR LOCATION WHERE HEAVIER THAN AIR GAS MIGHT COLLECT. APPLIANCES SO FUELED SHALL NOT BE INSTALLED IN AN ABOVE GRADE UNDER FLOOR SPACE OR BASEMENT UNLESS SUCH LOCATION IS PROVIDED WITH AN APPROVED MEANS FOR REMOVAL OF UNBURNED GAS. HEATING AND COOLING EQUIPMENT LOCATED IN A GARAGE AND WHICH GENERATES A GLOW, SPARK OR FLAME CAPABLE OF IGNITING FLAMMABLE VAPORS SHALL BE INSTALLED WITH THE PILOTS AND BURNERS OR HEATING ELEMENTS AND SWITCHES AT LEAST 18 INCHES ABOVE THE FLOOR LEVEL. VENTILATION: SOURCE SPECIFIC EXHAUST VENT & FAN EFFICIENCY REQUIRED IN EACH KITCHEN, BATHROOM, WATER CLOSET COMPARTMENT, LAUNDRY ROOM, INDOOR SWIMMING POOL, SPA AND OTHER ROOMS WHERE WATER VAPOR OR COOKING ODOR IS PRODUCED. (IRC M 1507.4.) FAN EFFICIENCY FROM WAC51-11R-TABLE R403.5.1 MINIMUM SOURCE SPECIFIC VENTILATION CAPACITY REQUIREMENTS: BATHROOM - UTILITY ROOMS KITCHENS IN -LINE FAN INTERMITTENTLY OPERATING 50 CFM 100 CFM CONTINUOUS OPERATIONS 20 CFM 25 CFM AIR FLOW RATE MINIMUM (CM) 10 90 ANY ANY MINIMUM EFFICACY (CFM/WATT) 1.4 CFM/WATT 1.4 CFM/WATT 2.8 CFM/WATT 2.8 CFM/WATT AIR FLOW RATE MAXIMUM (CFM) >90 ANY ANY ANY EVERY FACTORY BUILT CHIMNEY, TYPE L VENT, TYPE B GAS VENT OR TYPE BW GAS VENT SHALL BE INSTALLED IN ACCORDANCE WITH THE TERMS OF ITS LISTING, MFR'S INSTALLATION INSTRUCTIONS AND APPLICABLE CODE REQUIREMENTS. A TYPE L VENTING SYSTEM SHALL TERMINATE NOT LESS THAN 2 FEET ABOVE THE HIGHEST POINT WHERE THE VENT PASSES THROUGH THE ROOF OF THE BUILDING AND AT LEAST 2' HIGHER THAN ANY PORTION OF THE BUILDING WITHIN 10' OF THE VENT. INTEGRATED WHOLE HOUSE VENT SYSTEM INTEGRATED 24 HR WHOLE HOUSE VENTILATION SYSTEM. * USING A SUPPLY FAN W/ MANUAL & MOTORIZED DAMPER. * FAN TIMER EXTERNALLY LOCATED ON THE SIDE OF FURNACE OR GARAGE WALL. 405 CFM REQUIRED W/ A RUN TIME OF 8 HRS. MIN. FAN MUST OPERATE AT LEAST ONCE EVERY THREE HOURS SO VENTILATION EFFECTIVENESS CAN BE 1.0 * 8" SMOOTH WALL PIPE (OPERATION DESCRIPTION TO BE PROVIDED PER M1507.3) SYSTEM TO BE TESTED AT FINAL INSPECTION & LABELED DUCT LEAKAGE TESTING: DUCTS SHALL BE LEAK TESTED IN ACCORDANCE WITH RS-33, USING THE MAXIMUM DUCT LEAKAGE RATES SPECIFIED IN 2015 WSEC. R403.3.3 BUILDING AIR LEAKAGE TESTING 2015 WSEC SEC. 402.4.1.2 R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED AND VERIFIED AS HAVING AN AIR LEAKAGE RATE OF NOT EXCEEDING 3 AIR CHANGES PER HOUR. TESTING SHALL BE CONDUCTED WITH A BLOWER DOOR AT A PRESSURE OF 0.2 INCHES W.G. (50 PASCALS). WHERE REQUIRED BY THE CODE OFFICIAL, TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED SEALING (SEE TABLE R402.4.1.1) OPERABLE WINDOWS AND DOORS MANUFACTURED BY SMALL BUSINESS SHALL BE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST. 2018 WASHINGTON STATE ENERGY CODE - TABLE 402.1.1 ENHANCED INSULATION AND FENESTRATION REQUIRMENTS BASED ON TABLE 406.2 OPTION 2b. FENESTRATION U-FACTOR CEILING WALL ABOVE GRADE WALL BELOW GRADE FLOOR SLAB ON GRADE VERTICAL OVERHEAD R-10, 2 ft 0.30 0.50 R-49 R-21 int R-(10/15/21) int R-30 perimeter +TB THE PRIMARY SPACE CONDITIONING SYSTEM WITHIN EACH DWELLING UNIT SHALL BE PROVIDED WITH AT LEAST ONE PROGRAMMABLE THERMOSTAT FOR THE REGULATION OF TEMPERTURE WSEC SEC. 403.1 DRAFTSTOPP NG & FIRE BOCK NG DRAFTSTOPPING WHEN THERE IS USABLE SPACE BOTH ABOVE & BELOW THE CONCEALED SPACE OF A FLOOR/CEILING ASSEMBLEY, DRAFTSTOPS SHALL BE INSTALLED SO THAT THE AREA OF THE CONCEALED SPACE DOES NOT EXCEED 1,000 SQUARE FEET. DRAFTSTOPPING SHALL DIVIDE THE CONCEALED SPACE INTO APPROXIMATELY EQUAL AREAS. WHERE THE ASSEMBLY IS ENCLOSED BY A FLOOR MEMBRANE ABOVE & A CEILING MEMBRANE BELOW, DRAFTSTOPPING SHALL BE PROVIDED IN FLOOR/CEILING ASSEMBLIES UNDER THE FOLLOWING CIRCUMSTANCES: 1. CEILING IS SUSPENDED UNDER THE FLOOR FRAMING. 2. FLOOR FRAMING IS CONSTRUCTED OF TRUSS -TYPE OPEN -WEB OR PERFORATED MEMBERS. DRAFTSTOPPING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.12 FIREBLOCKING FIREBLOCKING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIREBLOCKING SHALL BE PROVIDED IN WOOD -FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES AND PARALLEL ROWS OF STUDS OR STAGGERED STUDS AS FOLLOWS: 1.1. VERTICALLY AT THE CEILING AND FLOOR LEVELS. 1.2. HORIZONTALLY AT INTERVALS NOT EXCEEDING 10ft 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, AND COVE CEILINGS. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN. ENCLOSED SPACES UNDER STAIRS SHALL COMPLY WITH IRC SECTION R302.7 4. AT OPENINGS AROUND VENTS, PIPES, AND DUCTS AT CEILING AND FLOOR LEVEL, WITH AN APPROVED MATERIAL TO RESIST THE FREE PASSAGE OF FLAME AND PRODUCTS OF COMBUSTION. 5. FOR THE FIREBLOCKING OF CHIMNEYS AND FIREPLACES, SEE IRC SECTION R1003.19. 6. FIREBLOCKING OF CORNICES OF A TWO-FAMILY DWELLING IS REQUIRED AT THE LINE OF DWELLING UNIT SEPERATION. FIREBLOCKING SHALL CONSIST OF MATERIALS LISTED IN IRC SECTION R302.11.1.3 LOOSE -FILL INSULATION MATERIAL SHALL NOT BE USED AS A FIREBLOCK UNLESS SPECIFICALLY TESTED IN THE FORM AND MANNER INTENDED. THE INTEGRITY OF ALL FIREBLOCKS SHALL BE MAINTAINED. _GHTNG WSEC SECTION R404- LIGHTING EQUIPMENT 404.1 LIGHTING EQUIPMENT: A MINIMUM OF 75 PERCENT OF PERMANENTLY INSTALLED LAMPS IN LIGHTING FIXTURES SHALL BE HIGH -EFFICACY LAMPS. 404.1.1 FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. POSTING OF CERTIFICATE R401.3 CERTIFICATE (MANDATORY). A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR REGISTERED DESIGN PROFESSIONAL AND POSTED ON A WALL IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE THE BUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL THE CERTIFICATED SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALL, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES; U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION, AND THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL LIST THE VALUE COVERING THE LARGEST AREA. THE CERTIFICATE SHALL LIST THE TYPES AND EFFICIENCIES OF HEATING, COOLING AND SERVICE WATER HEATING EQUIPMENT. WHERE A GAS -FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACE, OR BASEBOARD ELECTRIC HEATER IS INSTALLED IN THE RESIDENCE, THE CERTIFICATE SHALL LIST "GAS -FIRED UNVENTED ROOM HEATER," "ELECTRIC FURNACE" OR BASEBOARD ELECTRIC HEATER, "AS APPROPRIATE. AN EFFICIENCY SHALL NOT BE LISTED FOR GAS -FIRED UNVENTED ROOM HEATER, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATER. U T LTY ROOM NOTES: 1. WHERE THE EXHAUST DUCT IS CONCEALED WITHIN THE BUILDING CONSTRUCTION, THE EQUIVALENT LENGHT OF THE EXHAUST DUCT SHALL BE IDENTIFIED ON A PERMANENT LABEL OR TAG. THE LABEL OR TAG SHALL BE LOCATED WITHIN 6 FEET OF THE EXHAUST DUCT CONNECTION. 2. INSTALLATIONS EXHAUSTING MORE THAN 200 CFM SHALL BE PROVIDED WITH MAKE UP AIR. WHERE A CLOSET IS DESIGNED FOR THE INSTALLATION OF A CLOTHES DRYER, AN OPENING HAVING AN AREA OF NOT LESS THAN 100 SQ. INCHES FOR MAKE UP AIR SHALL BE PROVIDED IN THE CLOSET ENCLOSURE, OR MAKE UP AIR SHALL BE PROVIDED BY OTHER APPR. MEANS. TABLE M1507.3.3(1) CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE REQUIREMENTS FLOOR AREA BEDROOMS (FT2) 0-1 2-3 4-5 6-7 > 7 <1500 30 45 60 75 90 1500-3000 45 60 75 90 105 3001-4500 60 75 90 105 120 4501-6000 75 90 105 120 135 6001-7500 90 105 120 135 150 > 7500 1 105 1 120 135 150 165 DRLLNG AND NOTCHING STUDS. R602.6 DRILLING AND NOTCHING STUDS. DRILLING AND NOTCHING OF STUDS SHALL BE IN ACCORDANCE WITH THE FOLLOWING: 1. NOTCHING. ANY STUD IN AN EXTERIOR WALL OR BEARING PARTITION MAY BE CUT OR NOTHCED TO A DEPTH NOT EXCEEDING 25 PERCENT 2. DRILLING. ANY STUD MAY BE BORED OR DRILLED, PROVIDED THAT OF ITS WIDTH. STUDS IN NONBEARING PARTITIONS MAY BE NOTCHED TO A DEPTH NOT TO EXCEED 40 PERCENT OF A SINGLE STUD WIDTH. THE DIAMETER OF THE RESULTING HOLE IS NO MORE THAN 60 PERCENT THE HOLE IS NO MORE THAN j INCH (16mm) OF THE STUD WIDTH, THE EDGE OF TO THE EDGE OF THE STUD, AND THE HOLE IS NOT LOCATED IN THE SAME SECTION AS A CUT OR NOTCH. STUDS LOCATED IN EXTERIOR WALLS OR BEARING PARTITIONS DRILLED OVER 40 PERCENT AND UP TO 60 PERCENT SHALL ALSO BE DOUBLED WITH NO MORE THAN TWO SUCCESSIVE DOUBLED STUDS BORED. SEE FIGURES R602.6 1 AND R602.6(2). -EXCEPTION: USE OF APPROVED STUD SHOES IS PERMITTED WHEN THEY ARE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. R602.6.1 DRILLING AND NOTCHING OF TOP PLATE. WHEN PIPING OR DUCTWORK IS PLACED IN OR PARTLY IN AN EXTERIOR WALL OR INTERIOR LOAD BEARING WALL, NECESSITATING CUTTING, DRILLING OR NOTCHING OF THE TOP PLATE BY MORE THAN 50 PERCENT OF ITS WIDTH, A GALVANIZED METAL TIE OF NOT LESS THAN 0.054 INCH THICK (1.37mm) (16 ga) AND 1\ INCHES (38mm) WIDE SHALL BE FASTENED ACROSS AND TO THE PLATE AT EACH SIDE OF THE OPENING WITH NOT LESS THAN EIGHT 16d NAILS AT EACH SIDE OF EQUIVALENT. SEE FIGURE R602.6.1. -EXCEPTION: WHEN THE ENTIRE SIDE OF THE WALL WITH THE NOTCH OR CUT IS COVERED BY WOOD STRUCTURAL PANEL SHEATHING. chosen HOME TECH 13608 SE 51ST PL BELLEVUE, WA (206)778 2431 hometechwa®gmail.com 5/24/2023 G S' S � of wash,r�,•f�Gz 32229 ts to N 0 U) 0 Z O Uj W Uj U) O O J Z3.0 o � 0 r N W Z � M W U 0 r REVISI❑NS DATE 01 MAY 24, 2024 RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S, DRAWING: H H, CHECK DATE; APR 28, 2023 SCALEi AS SHOWN SHEET: A=O VIEWING FROM THE WEST VIEWING FROM THE SOUTH-EAST VIEWING FROM THE SOUTH-WEST VIEWING FROM THE NORTH-EAST HOME TECH 13608 SE 51ST PL BELLEVUE, WA (206)778 2431 hometechwa®gmail.com 6/ 17/2024 Z�G Sh 32229 "SIGNAL N O 00 O Q C6 0 Z O 5 0 w z 3 Q wU) J CIO`) = = Z Z F- LU O N p ~ Z w U o REVISI❑NS DATE RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S, DRAWING: H H, CHECK DATE; MARCH 11, 2024 SCALEi AS SHOWN SHEET: CR-1 38'-6" 22'-2" 2'-10 3/4" O POWER PANEL W/ EV PLUG 50 VE EXI 1 /2"G W B AT ALL GARAGE WALLS PARKING 8.51X16' 5/8" TYPE "X" GWB AT CEILING Do 0 CFM e I � � I"A � A A"r __1 I � ENT TO I 1'-5" X 20'-011 PARKING 8.5%16' HD HEADROOM T-3" ,I, W09 8'-7 3/8" 4' 8'-q 5/8" 21'-511 SD SMOKE DETECTOR CO GO DETECTOR 50 CFM VENT TO EXTERIOR RESISTANCE RATING, OFIRE SEE A-8 SHEET ♦iI u E TERIOf v,4 D07 2'-11/4" 11'-4" BEDROOM 10'-611 X q'-5" AIR SD HANDLER I A(FDD,4 ENTRY 2'-6 1 /2" D„ 13'-0" X 1'-8" -EE2'-6 1 /2" � SD CO — T� UP 001 V Ln WOS 8'-0 3/8" 3' 14'-111 3' 38'-6" 15T FLOOR LIVING 334 5F; GARAGE 447 5F GROUND FLOOR 334 5Q FT UNIT 1 MAIN FLOOR PLAN 10'-2 3/5" 3 BR-1 B R-2 + wtt + 4'-7" 4' 10'-1 3/4" SD SMOKE DETECTOR CO GO DETECTOR 50 CFM VENT TO EXTERIOR 3 FIRE RESISTANCE RATING, SEE A-8 SHEET 11 '-2 13/ 16" D I I �ono I IZN4 5824 I E. I D13 D03 50 HALL °09 D09 '7'-211 X 5'-q" 16-4 5/8" Al GONTINUOU5 WHOLE- HOU5E VENTILATION FAN T5 GFM S° MA5TER BDRM 1 T-2" X 14'-q" D10 v°4 SD ALK-I N CL 5ET 8'-011 X 4'-1011 COE7 SD D13 D03 BT 2 50 CFM VENT TO EXTERIOR TI 9824 � 81B 9824 c I I o D D ! ! D D wo, wo, =1'-6 /4" 61/8" 3 12'-1 5/16" 2' 2' 15'-7 15/16" 3q'-6" 3RD FLOOR, 837 5F 11'-8 5/161, UNIT 1 3RD FLOOR PLAN 1 W14 wt2 m i; Ln W04 LIVING 16-2 1 /4" SD SMOKE DETECTOR CO GO DETECTOR CFM NT TO VENT EXTERIOR RESISTANCE RATING, OFIRE SEE A-8 SHEET O W10 3q'-6" 2ND FLOOR 837 5F 824R I 824R �82418R� 82418R- 1 I I I L-82411R1 824181 J KITCHEN 254" X 16-T 1 T-6 1 /4" UNIT 1 2ND FLOOR PLAN FL^iF�F>iLf�i Fk�F>i1'f�iE�fii)�F>iL��FS ��?T[AGR�il'f 5��. F!FS FSF � �r� izcri� o R5� ifiR� i� f� fifLf•L'✓• iYL/i!� F•U)� iEC/iL➢C✓;Yi/!� i7717fR1G[R.7R7:77:T� iPITiSi•1i6�().1 fE78>� -- � F� Q'� FS F>f, Q� F>� L•G'F>7• � F�� F�©)• F� FS FS FS f7):� F>i77�7 i� E� f7. �75.7� iPF>� Ff7� .fl�'1.�YIli i� , -:FI�G[[�77�7�.. - EFS iEl�Z�f). � iFk7!•'� FS FS FS RII� F rRT>• i� E)• i>?.f•731.� iL� F•L)� iL�'-ISiID>� CIITRSI•FSF7rF� F1RrL•�(). � fE78>� -- � fIF� i7�%� it iF! i7�7� FkL� Ft:� F>�'1.3I1i� , -:FI�G[[�77�7�.. - EFS iII�l�f). � iF€7!•'� FS FS FS NOTE 1, SOLID WOOD DOOR NOT LESS THAN 1 318" INCHES IN THICKNESS, EQUIPPED WITH ASELF-CLOSING ORAUTOMATIC-CLOSING DEVICE O HOOD <400 CFM K1 524R I 624R I DCB36R 1 in WOB W - � m � O o O Oo O Ln °O WOB T- I Wab 5 CFM m V NT TO Ln EX RI BT 2 �,� � DOB15- / A `TH W°2 in "X 51- ' 5'-q 1 /2" in 0 VENTILATION SCHEDULE: 0 CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION AIRFLOW RATE TO BE 75 CFM PER 2018 IRC TABLE Ml505.4.3(1). MINIMUM REQUIRED LOCAL EXHAUST RATES PER 2018 IRC TABLE M1505.4.4 K' : KITCHENS/ 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS BT2 : BATHROOMS -TOILET ROOMS/ MECHANICAL EXHAUST CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6/ 17/2024 G S, wasxf�,�� F 32229 IsTEg SI�IVAL z O U) Lu 0 J m coo Lu Z� Lu /0 vi 0. Lu N CD Q� 0� LIJ co G � z O LU O2: ts) Z O�� Hm� vop 2rw E o �� JCLU LU o v ,.n w 3 2LULU�s zLU CC) O J N < LIMA o DATE: 6/17/2024 SCALE: SHEET: A-1 22'-2" POWER PANEL W/ EV PLUG I I — 1 /2"G W B AT ALL GARAGE WAL S PARKING 8.51X16' 5/8" TYPE "X" GWB AT CEILING D02 I 1 GARAOB 121'-8" X 20'-0" 1 PARKING 5.5'X16' � i HD HEADROOM T-3" I SD SMOKE DETECTOR/1101/ CO GO DETECTOR 50 CFM VENT TO EXTERIOR HD HEAT DETECTOR OFIRE RESISTANCE RATING, SEE A-8 SHEET 21 '-5" 3 3' 2' 11'-4" <3> OO BEDROOM 50 CIF °°T 10'-611 X 9'-5" VENT TO XTERIOR CV AIR UTILITY IfANOLER 4'-8" X 2'-3" SD 0 CFM ENT TO E TERIOR 2 WH D14 DOS D14 ENTRY 7-6 1/2" 13'-011 X _1'-8" D1 D,2 CO SD - 38'-6" 15T FLOOR LIVING 334 5F; GARAGE 447 5F GROUND FLOOR 334 50 FT 15T FLOOR (UNITS 2 -5) QW� UP 14'-1" SD SMOKE DETECTOR/1101/ CO DETECTOR 3RD FLOOR, 837 5F 50 CFM VENT TO EXTERIOR OFIRE RESISTANCE RATING, SEE A-8 SHEET m 0 3RD FLOOR (UNITS 2 - 5) Ln 16-2 1 /4" SD SMOKE DETECTOR/110V CO GO DETECTOR CFM VENT NT TO EXTERIOR 3 FIRE RESISTANCE RATING, SEE A-8 SHEET 3 39'-6" 39'-6" 2ND FLOOR 837 5F I B24R I B24R C�7 �B241ER� B241HR- II I II "2415R� 82415" J KITCHEN 23'-4" X 16-T 1 T-6 1 /4" 2ND FLOOR (UNITS 2 - 5) ® FLEfIi� f� F>• ilFfili� F� �� FF� � F7000;� iII•5'F_�Fl� � - � � �1`fik� FkSIT£� E! i� iESU7�� EYE � EYID�L� � f�f�7Px#1• i331<7�FI7• � - � C%� NOTE 1, SOLID WOOD DOOR NOT LESS THAN 1 3/8" INCHES IN THICKNESS, EQUIPPED WITH ASELF-CLOSING OR AUTOMATIC -CLOSING DEVICE HOOD <400 GMF K' I I B24R I B24R I DCB36R VENTILATION SCHEDULE: i W 1 4EXT M m TO Ln O ' r- T2 DO6 ACTH W0, N in co LIN 5'-9 1 /2" CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AIRFLOW RATE TO BE 75 CFM PER 2018 IRC TABLE M1505.4.3(1). MINIMUM REQUIRED LOCAL EXHAUST RATES PER 2018 IRC TABLE M1505.4.4 K' : KITCHENS/ 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS BT2 : BATHROOMS -TOILET ROOMS/ MECHANICAL EXHAUST CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z O U) Lu J m 00 0 <w � Z Ow U)0� W N 0 0 co Lu m D� z O tu OT� O�z Hm� vop 2rw E � O O V CLU -1 LU o v Lnw 3 2LULU�s 5-1— ts)> z LU � J N < LU o o2�c(]s DATE: 6/17/2024 SCALE: SHEET: A. 2 4'-7 3/8" u SD SMOKE DETEGTORI110 V CO GO DETECTOR VENTCFM — NT TO RESISTANCE RATING, OFIRE SEE A-8 SHEET woo 13'-6 5/8" 38'-6" 15T FLOOR 334 5F; GARAGE 441 5F GROUND FLOOR UNIT 6 MAIN FLOOR PLAN 1'-5 3/8" w,2 2-6 1 /2" W13 W11 N W09 16-2 1 /4" SD SMOKE DETEGTORI110 V CO GO DETECTOR OFIRE RESISTANCE RATING, SEE A-8 SHEET 3q'-611 3q'-611 W09 824R I 824R �82418R� 82418R— I I II L—e2415R 1 02416R— J W KITCHEN 254" X 16'-T 17'-6 1 /4" 3q'-611 2ND FLOOR 837 5F UNIT 6 2ND FLOOR PLAN .aI,�.1F,��ra+.rarr.�F�rr�..m�.:ranaa•f31'.3,7� PST•[=}�CRd[=f.T.-LTfkt?iR7�ir+rrrr�,x�. ..IR,:7d'i.E1Ta. �e771..3R.fi 61Cl.'..IR�i:I•P.I:R1,. P,G' .- rrs.>,.rsi fiHA3T.L{.1♦pl.F�rfT.I1f1:.T.liR.7-i �.1.15,..T.-Iii�f .ZE!• snr>• �. �>_ snrrcac� `ice F)i� ib9Cfy�,i� srrayr�fa>_ ■F�F7{• -- � rzs� srar>• i� f� srarra F)i� F1i� Ey�'�T.T.rD� srriei��>_ ■F�F7{• -- � .717iF7fi��.7�ifb�1..�FY�F7�EZ�✓;YrD� - iTTSkl�f�]7•■F�F7{•--� E)7OW3 F7� F)i� Ef1T✓;K)� -_ srrs�fa>_ ■��eso_ c�sr� — � NOTE 1, SOLID WOOD DOOR NOT LESS THAN 1 3/8' INCHES IN THICKNESS, EQUIPPED WITH SELF -CLOSING OR AUTOMATIC -CLOSING DEVICE _HOOD<400CFM-1 1 1 K 1 824R I 824R I DG836R N I m IE (V BT EXT PATH W03 ERIOR /Im, . D08 u^ 51— 11 X 51- ' O � Ln 0 5'-q 1 /2" VENTILATION SCHEDULE: 0 CONTINUOUS WHOLE -HOUSE MECHANICAL VENTILATION AIRFLOW RATE TO BE 75 CFM PER 2018 IRC TABLE M1505.4.3(1). MINIMUM REQUIRED LOCAL EXHAUST RATES PER 2018 IRC TABLE M1505.4.4 K' : KITCHENS/ 100 CFM INTERMITTENT OR 25 CFM CONTINUOUS BT2 : BATHROOMS -TOILET ROOMS/ MECHANICAL EXHAUST CAPACITY OF 50 CFM INTERMITTENT OR 20 CFM CONTINUOUS. RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT z O I.N�L I..1— v i W ol J m coo W � Z Ow U)0� W N O W CV �- I� Q o� w m z M�h! cV wts)� O Its)boo O�z Hm� Cl 2rw E �O O V C Ern Q o v ,.n w 3 2LULU�s n H ts) } N z LU cc) J N < LU o olo�2v---m� 12-5 3/4" U CIE 15-4 1 /4" ��E v 11'-8" DATE: SD SMOKE DETEGTOW110Y 6/17/2024 CODETEGTOR 3RD FLOOR, 837 5FVENT TO -� 50 CFM EXTERIOR SCALE: OSA-8 SHEET FIRE EE ICE RATING, UNIT 6 3RD FLOOR PLAN SHEET: A-3 N --------------------------- 12 12 Lo I•: w 00 i i CD z z Q w ry FF IF=--tllMIFM--Il I ®i I®I ICI ICI III�III�III�III®ili= 0:.0 UMT6 FINISHED GRADE 5/24/2024 G s oy 0 1 32229 +� his 1 'SIGNAL �, -------------------------------- 12 12 12 Im--limilmilml 7GM-m- GF=407.34 EXISTING GRADE UNIT 5 5/24/2024 G s Al 32229 ISTER `�IONAL i �Ilillllll 1�111111512 � �I �I ®i I®I ICI ICI III�III�III�III®ili= 0:.0 UMT6 FINISHED GRADE 5/24/2024 G s oy 0 1 32229 +� his 1 'SIGNAL �, -------------------------------- 12 12 12 Im--limilmilml 7GM-m- GF=407.34 EXISTING GRADE UNIT 5 5/24/2024 G s Al 32229 ISTER `�IONAL i �Ilillllll 1�111111512 � �I �I ICI ICI ICI ICI ICI ICI =_ -- �l I ICI I ICI ICI== NIa1_19I1 ImIII[eL*W_\I:» REQ'D TO SEAL THE �lf GAPS, TYP. 1�75 �IIII� j1111�115� imillim--tilmil 1==1 11=11IMM-01milICI II�1■I�1■I�1■I�11 ICI I FI I FI I =Mlj — — — - GF=406.68 - — U T 4 _ EXISTING GRADE UNIT 3 A ELEVAT ON - WEST SCALE: 3/16"=1'-0" METAL FLASHINGS ARE REQ'D TO SEAL THE GAPS, TYP. 12 IIIIIII �I���jll �. �III� lil II�III�III�III�II ICI ICI ICI ICI GF=406.31 FINISHED GRADE UN T 2 E-E • - 1100ION E i i ii - .. : IIIIIIIIIIIIIIIIIIN iim 11I■ .■ 1,■. - �\�i'J��,Il =J=== GF=406.00 4 UNIT 1 00 ON I� ■ I� . Im ■ I� ■ 00 on mm No I UNIT 1 U T 2 UM T 3 B ELEVAT0N1 SCALE: 3/16"=1'-0" EAST UM T 4 UNIT 6 We 1 N WP-A: EL406 HOME TECH 13608 SE 51 ST PL. BELLEVUE, WA (206)778-2431 hometechwa®gmail.com 5/2�4/2023 �F 32229 SIGNAL c� N 0 00 Q C 0 Z O 0 W N .. LL O W U) cl) Ocl) Z = _ O Zo F— 300 Q ON � F- M W V o J W = ti REVISI❑NS DATE 0 6/17/2024 RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S, DRAWING: H H, CHECK C, C, DATE; APR 16, 2023 SCAL-Ei AS SHOWN SHEET: A-4 HOME TECH 13608 SE 51 ST PL BELLEVUE, WA (206)778-2431 hometechwa@gmail.com 5/2�4/2023 S% �F 32229 rt� �CtSTEg 1 SI�IVAL N O 00 O Q U) 0 Z O 5 0 W N .. LL O W U) cl) N cl) Q Z = _ O zo F �T� Q ON � F- M W V O J W = ti REVISI❑NS DATE 0 6/17/2024 RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S, DRAWING; H. H, CHECK: C, C, DATE: APR, 16, 2023 SCALEi AS SHOWN SHEET: A-5 LKl]111dsIo7IILei I■WON 15# FELT PAPER 7/16" SHEATHIN( ROOF FRAMING PE INSULATION BAFFL VENTED BLOCKING 5/4 x 8 FASCIA CONTINUOUS META 2x6 STUDS @ 16" R-21 INSULATION 7/16" SHEATHING TYVEK WRAP — T' SIDING PER ELEVA 3/4" T&G PLYWO( FLOOR JOISTS PEF WINDOW HDR. PER 5/4 TRIM SURROU WINDOW W/ INS. ( 3/4" T&G PLYWO( FLOOR JOISTS PEF I:milm1116`11JI:\1[$]►I 2X P.T. WOOD SIL 4" 0 CO TO STOF 4"0PE SET IN W/ FILTL_i\ i r-\ui\IU TYPAECTION 1 SUBFL SUB FL. SCALE : N.T.S. R-4 RIGID EXTERIOR INSULATION, TYP. 2x6 EXTERIOR WALL W/ R-21 INSULATION, TYP. 7/16" PLY OR OSB SHEATHING, TYP. ' SIDING PER ELEVATIONS OVER VAPOR BARRIER, TYP. ' PRE -FINISHED CONTINUOUS SHEETMETAL FLASHING, TYP. ' COMP. ROOFING OVER VAPOR BARRIER OVER 7/16" PLY OR OSB SHEATHING, TYP. R-49 INSULATION 2X4 BLOCKING TYP.1; TRUSS BOTTOM CHOR �2 1/2" HIGH 5/8" GWB T "X" WEATHERSTRIPPED AT ALL SIDES �7 —TRUSS OR RAFTER AS PER PLAN ��-5/8" GWB TYPE "X" 5/8" G.W.B. TYPE 22" x 30" ATTIC ACCESS OPENING ACCESS HATCH- CEILING ROOF TO WALL FLASHING DETAIL INSULATE FULL DEPTH N.T.S. R-4 RIGID EXTERIOR INSULATION, TYP. DBL. TOP PLATE, TYI 2x6 EXTERIOR WALL R-21 INSULATION, T' R-10 FOAM INSULATI AT HEADERS, TYP. 4x HEADER AS PER STRUCTURAL, U.N.O., B TYP. HEADER CONSTRUCTION PER WSEC TABLE 402.1.1 N.T.S. 4" SPHERES LL NOT PASS THROUGH x Q 0 0 _ CD � co z 0 Q \ o w z z w Z i O m co co x (P, HANDRAIL TO BE PRESENT ON ON AT LEAST ONE SIDE OF STAIR. HANDGRIP PORTION OF HANDRAILS SHALL HAVE CIRCULAR CROSS SECTION OF 1 1 /4" MIN. & 2" MAX. ALL REQUIRED GUARDRAILS TO BE 36" 4v ZA MIN. IN HEIGHT. OPENINGS FOR REQUIRED GUARDS ON THE SIDES OF STAIR TREADS SHALL NOT ALLOW A SPHERE 4 INCHES (107mm) TO PASS THROUGH. 11► eIIql ATTIC ACCESS D ETAI L SCALE: N.T.S. " PLYWOOD FLR. SIMPSON LSC OR $IMULAR BRACKET IN. :6" SPHERE UNABLE °TO PASS THROUGH OPENING BELOW STAIR INSTALL 1/2" GWB © CEILING, AND WALLS 2X4 THRUST BLOCK STAIR DETAIL SCALE: N.T.S. (3) 2X12 STRINGERS FIRE BLOCKING @ MID -SPAN AND IN STUD WALLS ALONG AND IN LINE WITH STRINGERS IF AREA UNDER STAIRS IS UNFINISHED 1 1/2" HARDWOOD HANDRAIL SOLID BLOCKING AS REQUIRED PRE FINISH METAL BRACKET TYP. TYP. HANDRAIL INTERIOR/GUARDRAIL STAIR NOTES: - HANDRAILS MUST NOT PROJECT MORE THAN 4 1/2" INTO THE STAIRWAY AND MUST BE ABLE TO RESIST A 200 lb. POINT LOAD FROM ANY DIRECTION. IRC SECTIONS R311.7.1 - LIGHTING IS REQUIRED AT THE TOP, BOTTOM, AND ANY LANDINGS WITH CONTROLS AT THE TOP AND BOTTOM OF STAIRS WITH 6 OR MORE RISERS. IRC SECTION R303.7 - THE SPACING BETWEEN INTERMEDIATE HANDRAIL MEMBERS MUST NOT ALLOW A 4" SPHERE TO PASS THROUGH ANY OPENING. IRC SECTION R312.1.3 - MINIMUM STAIRWAY WIDTH ABOVE HANDRAIL SHALL BE NO LESS THAN 36 INCHES. IRC SECTION R311.7.1 - STAIR & STAIR LANDING MINIMUM WIDTH SHALL BE NO LESS THAN 36" (31 1/2" CLEAR IF ONE HANDRAIL, & 27" CLEAR IF 2 HANDRAILS. IRC SECTION R311.7.1 - THE TREADS LEADING EDGE CURVATURE CAN HAVE A MAX. RADIUS OF 9/16". THE MAX. BEVELING OF THE NOSING SHALL BE NO MORE THAN 1/2". IRC SECTION R311.7.5.3 - RISER OR TREAD MAXIMUM DIFFERENTIAL SHALL BE NO MORE THAN 3/8". IRC SECTION R311.7.5.1 - NOSING IS NOT REQUIRED FOR STAIRS WITH TREADS GREATER THAN 11". IRC SECTION R311.7.5.3 EXTERIOR STAIR NOTES: - EXTERIOR STAIR LIGHTING AT TOP LANDING WITH CONTROLS INSIDE THE DWELLING. IRC SECTION R303.7 - A MAXIMUM SLOPE OF 1:48 (2%) IS REQUIRED AT EXTERIOR LANDINGS AND TREADS FOR DRAINAGE. IRC SECTION R311.3 INTERIOR WINDER STAIR NOTES: - WINDER TREADS ARE REQUIRED TO HAVE A MINIMUM OF 6" DEPTH AT INNER EDGE. IRC SECTION R311.7.5.2.1 - WINDER TREAD DEPTH OF 10" WITH IN 12" OF THE INSIDE. IRC SECTION R311.7.5.2.1 LANDING NOTES: - LANDING WIDTH SHALL NOT BE LESS THAN THAT OF STAIR SERVED IRC R311.7.6 - LANDING SHALL NOT BE LESS THAN 36 INCHES IN DIRECTION OF TRAVEL IRC R311.7.6 HOME TECH 13608 SE 51ST PL BELLEVUE, WA (206)778 2431 hometechwa®gmail.com 5/24/2023 32229 ISTER r� SIOIVAL N 0 Q7► Q C 0 Z 0 cl) LU J Q W C/) CIO`) W F- a 0 06 _ _ Z Z o 0 - 0 N H F- M U LU V O REVISI❑NS DATE RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S, DRAWING: H H, CHECKi DATE; APR 28, 2023 SCALEi AS SHOWN SHEET: A=6 I 00 UNIT NOTES: 1. EACH FOUNDATION IS INDEPENDENT TO EACH OTHER 2. SEE S2 FOR EACH UNIT FOUNDATION DETAILS UNII Z) 1 Off'-11" UNI 14 PLAN - FOUNDATION LEVEL SCALE:3/16"=1'-0" UIV11 J UNIT I I I 0 I CRAWL SPACE I I I II ------------ Z� -----------�-- I �I I I I I I I 010 I I I I I FN GONG. N I I I I 5LAB I I I I I I JI --------------ffd — — — — — — — — — — — — — ff — 20'-11" UNIT 1 HOME TECH 13608 SE 51ST PL BELLEVUE,WA98006 (206)778-2431 hometechwa@gmail.com ,Q 32229 SjQNAL � z Q w J N 0 a c0 H CD � Q 0 Q co 0 z 0 0 H Q 0 0 W z " 3 m 0 W cn co U. m H ca O cf) 0 =_ ~ z o cn ON ~ ~o z C� � =ti REVISI❑NS DATE RES B Jun 20 CITY OF EDM NDS DEVELOPMENT RVICES DESIGN; Y. S. DRAWING; H. H. CHECK. Y.S. DATE: JUNE 18, 2023 SCALE: AS SHOWN SHEET: A=7 A8 GAP SYMM DOUBLE WALLS SCALE: 3"=1'-0" 7/16" PLYWOOD SHEATHING SEE SHEAR WALL SCHEDULE FOR NAILING R-21 BATT INSULATION 2X6 STUDS AT 16"O.C. 8" TYPE 'X' G.W.B. ten d v�ith 2 1 4" Type S drywall screws, iced 12 on ce ter 1—HR FIRE RESISTANCE RATING EACH �IDE SYMBOL O3 IBC TABLE 721.1(2) #16-1.2 Please see table in 2018 IBC for prescriptive design and installation A HOME TECH 13608 SE 51 ST PL BELLEVUE, WA (206)778-2431 hometechwa@gmail.com 6/18/2023 ti 32229 Is SIONAL N O 00 O Q Z z O Q DC W W V W Cj) Z Ci) Q =) � H O Z Z F- W 3: O W ON , LU H O LL REVISIONS DATE 10 NOV 8, 2024 MAY 24, 2024 RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S. DRAWING: H. H. CHECK: DATE: JUNE 18, 2023 SCALE: AS SHOWN SHEET: A 8 COMPOSITION ROOFING LAYOVER 15# FELT PAPER LAYOVER SIDING PER ELEVATIONS ON TYVEK OR EQUAL BL ON 7/16" PLY OR OSB WINDO SIDING PER ELEVATIONS ON TYVEK OR EQUAL BU ON 7/16" PLY OR OSB � WIND( 2x W INSI 5/16" JAN WINDOW PER SCHEDULE IDING PER ELEVATIONS N TYVEK OR EQUAL BUILDING WRAP ON /16" PLY OR OSB SHEATHING. 2 x 6 STUDS @ 16" W/ R-21 INSULATIOl' WINDOW PER SCHEDULE 7/16" PLY OR OSB SHEATHING. ;IDING PER ELEVATIONS IN TYVEK OR EQUAL BUILDING WRAP ON /16" PLY OR OSB SHEATHING. COMPOSITION ROOFING LAYOVER 15# FELT PAPER LAYOVER 7/16" SHEATHING .•,2 .•, III - x • STU1 . I Ila: iA N OSB i ► i i e o, PLYWOOD GLUED : NAILED - 1 HIGH DENSITY INSULATION 6" MIL V.B. revised to use IBC 721.1(2) #16-1.2 SECTION - FRONT & BACK Ai SECTION - LEFT & RIGHT . /�\ COMPOSITION ROOFING LAYOVER 1 U FFI T POPFP I AYO\/FP Al INSULATI❑N UPDATED OW PER SCHEDULE PER ELEVATIONS (VEK OR EQUAL ING WRAP ON PLY OR OSB SHEATHING. )W PER SCHEDULE )W PER SCHEDULE HOME TECH 13608 SE 51ST PL BELLEVUE, WA (206)778 2431 hometechwa@gmail.com 6/17/2024 S of wa F �, 3S [STER l II�IVAL J Q N W W Q D ^ 0 0 J Z L) 0 Z W Q W Z ^ 0 W C/) J U cl) O � Z � u.I = _o F- 0 N Q F— LU V = ti REVISI❑NS DATE zj,JUNE 17, 2024 RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S, DRAWING: H H, CHECK DATE: NOV 4, 2023 SCALEi AS SHOWN SHEET: A=9ml DETAILS ARE INTENDED TO SHOW A TYPICAL STRUCTURAL FASTENING METHOD OF RETAINING WINDOWS AND DOORS FOR WARRANTY PURPOSES ONLY, WATER PROOFING ENVELOPE DETAILS ARE TO BE COMPLETED BY OTHERS AND ARE NOT THE RESPONSIBILITY OF WESTECK WINDOWS & DOORS_ SEE PROJECT SPECIFIC ARCHITECTURAL AND ENVELOPE ENGINEERING DETAILS THAT PERTAIN TO WATERPROOFING SEQUENCING DETAILS. IT IS 1'HE SOLE RESPONSIBILITY OF THE CONTRACTOR AND PRODUCT INSTALLER TO ENSURE ALL PRODUCTS ARE INSTALLED LEVEL, PLUMB AND SQUARE TO ALLOW FOR PROPER OPERATION AND FULL PRODUCT WARRANTY. WESTECK WINDOWS & DOORS NEITHER ENDORSES NOR APPROVES OF ANY FASTENING METHOD THAT DEVIATES FROM THESE DETAILS WITHOUT WRITTEN CONSENT EXTERIOR SHEATHING SUILDING PAPER TO WRAP INTO AOUGH OPENINGS. TAPE ALL CORNER CUTS ±AIN SCREEN STRAPPING EXTERIOR CLADDING ON P.T. STRAPPING TYPICAL WINDOW JAMB SECTION PERIMETER TAPE OVER HEAD & JAMB FLANGES 1xA TRIM 2 1,7 NOT DIPPED GALVANIZED ROOFING NAIL OR * 10.1 112' CORROSION RESISTANT SCREW Cn 6' O.0 FRAME PROFILE WINDOW 1z 1 _ , I , `•r INTERIOR FINISH 1 INTERIOR R4P 4 GAULK DETPNL I, 1 f4' MIN . 318' MAX. GAP BETWEEN PRODUCT AND FRAMING EXTERIOR ROD & CAULK DETAIL MINIMUM EXPANSION GAP OF IM- 2NI 0 TRIM ON P.T. STRAPPING VERTICAL RAIN SCREEN STRAPPING EXTERIOR SHEATHING BUILDING PAPER TO VMAP 12" UP EXTERIOR SHEATHING 18 Ga ALUMINUM HEAD RETAINER CLIP r�$"-8'0.0 BEGINNINOAND ENDrNGAT HEEL DIMENSION WIDTH OF WINDOW ADD I EXTRA FASTENER & HEAD CLIP AT ALL VERTICAL MULLIONS LAP BUILDING PAPER DOWN OVER HEAD FLASHING HEAD FLASHING CAN END DAM HEAD FLASHING, NOT TO INIPEDE OPERATION OF WINDOW 114SSECT SCREEN AT TOP AND BOTTOM OF ALL CAVITIES SEAL SILL FLASHING BACK TO WINDOW F PA061E C1W INTERMITTENT DRAINAGE WEEP FFOLES Z 1.7 HOT DIPPED GALVANIZED ROOFING NAIL OR 810•1 112" CORROSION RESISTANT SCREW 9 6' O.0 PERFORATE OR SHIM BEHIND NAIL FLANGE I A SILL FLASHING SHIN G� BUILDING PAPER TO WRAP 12' DOWN EXTERIOR SHEATHING PEEL 4 STICK FLASHING LAPDOVVN V. RETURN UP JAMB 6' AND OVERLAP THE JAMB BUILDING PAPER EXTERIOR SHEATHING 2xl D TRIM ON P.T STRAPPING VERTICAL RAIN SCREEN STRAPPING Vinyl Slider Wood Sill 14' MIN - 318' MAX DISTANCE ROM TOP OF FLANGE TO END IN HEAD RETAINER CLIP h'19;I l [Pji1;fl Rn RETURN VAPOUR BARRIER TO SEAL TO WINDOW FRAME FULL DEPTH 1,14' RIDGED SHIMS Q 6- O.0 UNDER E ITHE R SIDE OF EACH VERTICAL MULLION AND AT BOTH JAMB LOCATIONS SHIM UNDER IG UNIT SETTING B-LOC KS IF APPLICABLE INTERIM ROD & CAULK DETAIL :� . .?.� �.. _•. 1.'. .tea: _ � .�, 1 � I 1 - TYPICAL WINDOW SILL SECTION • INSTALLATION DETAILS HOME TECH 13608 SE 51ST PL BELLEVUE, WA (206)778 2431 hometechwa®gmail.com 6/ 17/2024 S of wnsq �r F 32229ei ls'CER l "IOIVAL N /0 W J Q fn F— W 0 o z O z O � Q W Q .. J J W C/) U) F— =) F— U) O rrrrrrrr• i Z F- 3: O O p N 0 F- M z 0 REVISI❑NS DATE RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGN: Y, S, DRAWING: H. H, CHECK: DATE: MAY 24, 2024 SCALE: AS SHOWN SHEET: A=9m2 DETAILS ARE INTENDED TO SHOW ATYPICAL STRUCTURAL FASTENING METHOD OF RETAINING WINDOWS AND DOORS FOR WARRANTY PURPOSES ONLY. WATER PROOFING ENVELOPE DETAILS ARE TO BF COMPLETED BY OTHERS AND ARE NOT THE RESPONSIBILITY OF WESTECK WINDOWS & DOORS. SEE PROJECT SPECIFIC ARCHITECTURAL AND ENVELOPE ENGINEERING DETAILS THAT PERTAIN TO WATERPROOFING SEQUENCING DETAILS. IT IS THE SOLE RESPONSIBILITY OF THE CONTRACTOR AND PRODUCT INSTALLER TO ENSURE ALL PRODUCTS ARE INSTALLED LEVEL, PLUMB AND SQUARE TO ALLOW FOR PROPER OPERATION AND FULL PRODUCT WARRANTY, WESTECK WINDOWS & DOORS NEITHER ENDORSES NOR APPROVES OF ANY FASTENING METHOD THAT DEVIATES FROM THESE DETAILS WITHOUT WRITTEN CONSENT EXTERIOR SHEATHING a 6- O C BUILDING PAPER TO WRAP INTO ROUGH OPENINGS, TAPE ALL CORNER CUTS RAIN SCREEN STRAPPING EXTERIOR CLADDING ON P T. STRAPPING 2 TYPICAL SWING DOOR JAMB SECTION PERIMETER TAPE OVER HEAD & JAMB FLANGES 1 x6 TRIM 64. c FRAME PROFILE • �I %VESTEL'K W hO0WS MFa ♦1C. 201T AfLBEk iN C66D $TANWNG THESE DRAYANGS ARE NESTECK'S C4DWIDFMTIAI AND PR:OVIFTARY INFORMATION AND SHALL NOT BE GIVEN TO ANY OTHER PERSON OR COMPANY WM*OUT WESTECMS PRIOR %P11TEN CONSENT INTERIOR FINISH INTERIOR TRIM IBY OTHERS) RETURN VAPOUR BARRIER TO SEAL TO DOOR FRAME INTERIOR ROD & CAULK DETAIL 010 x 2}" SLIS Fasteners ,a. 12" O C EXTERIOR ROO & CAULK DETAIL 200 TRIM ON P T STRAPPING VERTICAL RAIN SCREEN STRAPPING EXTERIOR SHEATHING BUILDING PAPER TO WRAP 12" UP EXTERIOR SHEATHING LAP BUILDING PAPER DOWN OVER HEAD FLASHING _RIM FINISH URN VAPOUR BARRI ER TO L TO DOOR FRAME ERIOR ROD 6 CAULK DETAIL INTERIOR TRIM IBY OTHEAS'1 HEAD FLASHING C. W END DAM HEAD FLASHING NOT TO IMPEDE OPERATION OF DOOR INSECT SCREEN AT TOP AND BOTTOM OF ALL CAVITIES FULL DEPTH 1!4" RII SHIMS a 5' O.0 , UNDE SIDE OF EACH VERTICAI AND AT BOTH JAMB Ll SILL EXTERIOR EXTERIOR PAVER STONES OR DECK FINISHING INTERIOR ROD & CAULK DETAIL PEEL & STICK FLASHING LAPDOWN 3", RETURN UP JAMB 6" AND OVERLAP THE JAMB BUILDING PAPER O— !-� e ae Swing Door - Part 9 Typical Installation Detail SCALE Inswing Wood Sill DATE DRAWN BY SALES REP DOOR INSTALLATION DETAILS 1:2.5 DRAWING NUMBER 2021.04-14 0"T D 1 HOME TECH 13608 SE 51ST PL BELLEVUE, WA (206)778 2431 hometechwa@gmail.com 6/ 17/2024 wn�r��� F 32229ei lsT� l -"IOIVAL Ito N O a J Cl) ta_ Q a z F- O w � Q z w O .. F a wCf) J J Cn � F- a o � F— x Cl) Z O O N O ~ O O v� REVISI❑NS DATE RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S, DRAWING: H. H, CHECK: DATE: MAY 24, 2024 SCALE: AS SHOWN SHEET: A=9m3 2018 Washington State Energy Code - Residential Prescriptive Energy Code Compliance for All Climate Zones in Washington Single Family - New & Additions (effective February 1, 2021) Version 1.0 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 HC TOWNHOUSE GEORGE SHENG 7103 210TH ST SW, EDMONDS, WA 98026 1206 778 2431 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 ��- �a Date 05/24/2024 All Climate Zones (Table R402.1.1) R-Value a U-Factor' Fenestration U-Factor b n/a 0.30 Skylight U-Factor b n/a 0.50 Glazed Fenestration SHGC bje n/a n/a Ceiling e 49 0.026 Wood Frame Wall t h 21 int 0.056 Floor 30 0.029 Below Grade Wall 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. n10/15/21 +STB'r 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 A303.2.2 including standard h framing 16 inches on center, 78% of the wall cavity insulated and headers insulated with a minimum of R-10 insulation. 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 Ta b I e R406.2 Heating Options Fuel Normalization Descriptions Credits - select ONE User Notes heating option 1 Combustion heating minimum NAECA' 0.0 ❑ 2 Heat pump` 1.0 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 -1.0 ❑ Energy Credits - select ONE Options Energy Credit Option Descriptions energy option from each category 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 Efficient Building Envelope Air Leakage Control and Efficient Ventilation Air Leakage Control and Efficient Ventilation 3.0 0.5 0.5 1.0 ❑ ❑ ❑ 0 1.7 2.1 2.2 2.3 Air Leakage Control and Efficient Ventilation 1.5 ❑ ❑ 2.4 Air Leakage Control and Efficient Ventilation 2.0 3.1' High Efficiency HVAC 1.0 ❑ 3.2 High Efficiency HVAC 1.0 ❑ 3.31 High Efficiency HVAC 1.5 ❑ 3.4 High Efficiency HVAC 1.5 0 3.5 High Efficiency HVAC 1.5 ❑ 3.61 High Efficiency HVAC ❑ 2.0 ❑ 4.1 High Efficiency HVAC Distribution System 0.5 ❑ 4.2 High Efficiency HVAC Distribution System lJ 1.0 ❑ Prescriptive Path - Single Family 2018 Washington State Energy Code-R Prescriptive Path - Single Family 2018 Washington State Energy Code-R 1 Simple Heating System Size: Washington State Prescriptive This healing system sizing calculator s based on the 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. Proiect Information Contact Information :C TOWNHOUSE George Sheng 7103 210TH ST SW, EDMONDS,WA 98026 113608 SF 51st PL, Bellevue, WA 98006 UNIT1 lPhone. 206 778 2431 Heating System Type. O al other systems O Heat Pump To see detailed instructions for each section, place your cursor on the word 'Instructions" Design Temperature Instructions Design Temperature Difference (AT) 46 rdmonds AT = tndwr (70 degrees) - Outdoor Design Terrto Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 2,013 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) 8.3 16.768 Glazing and Doors U-Factor X Area = UA Instructions U-030 A 0.300 389 116.76 Skylights U-Factor X Area = UA Instructions 0 i0 --- Insulation Attic U-Factor X Area = UA Instructions isR-49 i .� C 026 847 22 02 Single Rafteror,lniaf VauultnH r:nilinpc U-Factor X Area UA Instructions 6 11-38Ve tc d D.`)27 Above Grade Walls is" noure tt U-Factor X Area UA Instructions �R-2tlntemedate �� 5� 3,294 184.46 Floor U-Factor X Area UA Instruction= 0 0214 420 12.18 R 30 Below Grade Walls (see Figure 1) U-Factor X Area UA L. Select R 4,,e No selection --- Slab Below Grade rd F-Factor X Length UA Select conditioning �y No selection --- Slab on Grade fseeFeryn tit F-Factor X Length UA Instructions R-10 Penmeter G_54C Location of Ducts Instructions Duct Leakage Coefficient No Ducts 1.00 Sum of UA 335.43 Envelope Heat Load 15,430 Btu I Hour Figure 1. Sum of UA x \ 1 Air Leakage Heat Load 8,330 Btu I Hour Volume x 0.6 x AT x 0.018 Ahove Grade Building Design Heat Load 23,760 Btu I Hour Air leakage + envelope heat loss Building and Duct Heat Load 23,760 Btu I Hour Ducts in unconditioned space: sum of buildino heat loss x 1.10 Ducts in conditioned space: sum of buildinq heat loss x 1 Maximum Heat Equipment Output 29,700 Btu I Hour Building and duct heat loss x 1.40 for forced air furnace Buildino and duct heat loss x 1.25 for heal DumD (0L0;. ,.. HEATING SIZING - UNIT 1 Simple Heating System Size: Washington State This heatingsystem sizing calculator is based on the Prescriptive Requirements of the 2018 Washington Stale Energy Code WSEC and ACCA Ys 9 P q 9 9Y (WSEC) 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 HC TO W N HOU SE George Sheng 7103 210TH ST SW, EDMONDS,WA 98026 13608 SE 51st PL, Bellevue, WA 98006 1 UNITS 2 TO 5 113hone: 206 778 2431 Heating System Type: 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 k Edmonds AT = indoor (70 degrees) - Outdoor Desgn T.,M Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) 2,Ot 3 Average Ceiling Height Conditioned Volume Average Ceiling Height (ft) 8.3 16,768 Glazing and Doors U-Factor X Area = UA Instructions `U-0.30 . 0.300 293 87.96 Skylights U-Factor X Area = UA Instructions 0 J0 --- Insulation Attic U-Factor X Area = UA Instructions R 49 0 026 84! 22 02 Single Rafter ordnsnt valrMPd r ailiri U-Factor X Area UA Instructions R-38 Vented . 0.027 J Above Grade Walls dseitFtoure v U-Factor X Area UA Instructions N-21Intermediate sell . 0.056 3.294 184.46 Floors U-Factor X Area UA Instructions R 30 0 02G 420 12.18 Below Grade Walls Is** Figum t) U-Factor X Area UA Instructions III Select R-value No selection --- Slab Below Grade 1a , i9ure tit F-Factor X Length UA Selectconditioning No selection -- Slab on Grade rse.FWm tit F-Factor X Len th UA Instructions Select R-Value � No selection Location of Ducts Instructions Duct Leakage Coefficient IN too Ducts 1.00 Figure 1. Above Grade Sum of UA 306.63 Envelope Heat Load 14,105 Btu i Hour Sum of UA x AT Air Leakage Heat Load 8,330 Btu I Hour Volume x 0.6 x AT x 0.018 Building Design Heat Load 22,435 Btu / Hour Air leakage + envelope heat loss Building and Duct Heat Load 22,435 Btu I Hour Ducts in unconditioned space: sum of buddino heat loss x 1.10 Ducts in conditioned space: sum of buildinq heat loss x f Maximum Heat Equipment Output 28,044 Btu / Hour Building and duct heat loss x 1.40 for forced air furnace Buildino and duct heat loss x 1.25 for heat oumD HEATING SIZING - UNIT 2-5 (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 R406.2 (cont.) Energy Credits - select ONE Options Energy Credit Option Descriptions (cont.) energy option from User Notes each category' 5.1`1 Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 1.0 ❑ 5.4 Efficient Water Heating 1.5 5.5 Efficient Water Heating 2.0 ❑ 5.6 Efficient Water Heating ❑ 2.5 ❑ 6.1`' Renewable Electric Energy (3 credits max) 1.0 Q 7.1 Appliance Package 0.5 0 Total Credits 1 6.0 11 Calculate TqA I Clear Form 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. Prescriptive Path - Single Family Simple Heating System Size: Washington State 2018 Washington State Energy Code-R 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 heatingloads only. ACCA procedures for sizing cooling systems should be used to determine cooling loads. Y P 9 9 Ys 9 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. HC TOWNHOUSE lGeorge Sheng 7103 210TH ST SW, EDMONDS,WA 98026 113608 SF 51st PL, Bellevue, WA 98006 UNIT6 Phone: 206 778 2431 Heating System Type. :D All Other systems (Al Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Instructions Design Temperature Difference (AT) 46 r Edmonds A AT =indoor (70 degrees) - Outdow Design Terryo Area of Building Conditioned Floor Area Conditioned Floor Area (sq ft) F 2,013 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height (ft) F 8.3 16,768 Glazing and Doors U-Factor X Area = UA Instructions U-030 Will 0.300 415 124.56 Skylights U-Factor X Area = UA Instructions 0.50 00 --- Insulation Attic U-Factor X Area = UA R-49 • 0,026 8Q7 22.02 Single Rafteror.InkiiMseeil lCailinoa U-Factor X Area UA R-38vented �J 0.027 Above Grade Walls fseeFlnure v U-Factor X Area UA �R-21 lntemrediate •, 1 0.056 3,294 184.46 Floors U-Factor X Area UA „11, 1R-30 . J 0.029 420 12.18 Below Grade Walls is"Fiywe t) U-Factor X Area UA 11 Select R-value .. No selection --- Slab Below Grade f"vFiIIr_ tl F-Factor X Length UA Instructions Thermal 0,570 00 R5 mal Break at slab edge � Slab on Grade )see Fig- t) F-Factor X Length UA instructions � 0.540 0� R-10 Perimeter 1 Location of Ducts Instructions Duct Leakage Coefficient No Outts 1.00 Sum of UA 343.23 Envelope Heat Load 15.788 Btu ! Hour Figure 1. Sum of UA x :1 T Air Leakage Heat Load 8,330 Btul Hour Volume x 0.6 x AT x 0.018 Above Grade Building Design Heat Load 24,119 Btu I Hour Air leakaqe + envelope heat loss Building and Duct Heat Load 24,119 Btu 1 Hour Ducts in unconditioned soace: sum of buildino heat loss x 1.10 Ducts in conditioned space: sum of buildinq heat loss x 1 Maximum Heat Equipment Output 30,149 Btu I Hour Buildina and duct heat loss x 1.40 for forced air furnace Buildino and duct heat loss x 1.25 for heat DumD HEATING SIZING - UNIT 6 (071vva) 3 0 UPDATED ENERGY CREDIT FORM; ADDING HEATING SIZING SHEETS. HOME TECH 13608 SE 51ST PL BELLEVUE, WA (206)778 2431 hometechwa@gmail.com 6/17/2024 ��G Shr 32229 �ISTEttF' �� SIONAL N 0 Q7► U) 0 Z O 5 LU O U) U) tta, Q O LU _ p� Z Feel O Tees O u) L O REVISI❑NS DATE 0 6/17/2024 RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S, DRAWING: H H, CHECK: DATE: NOV 4, 2023 SCALE: AS SHOWN SHEET: Aml 0 P.CORNER PROPOSED POWER VAULT BOX (FLUSH TO THE GRADE, & TO BE SCREENED) wale] :iIIa 101 LHOUSF #7113 10" 12,.-20'—F 24"— S89-19-20W 74.10' P.CORNER 4 �6- ' 4 '' /' I ® d. ° B. LIGHT-8 ���% o, .c�T� �dvI.S.S. LIGHT-6 //I' SDR 5� cDD� / / / / ; H I �• ��UILDING FOOTPRINT I I..a.. i'• g. LIGHT-7 C.O. j, 4°vc3o�a_ M. S--S-_ �GHT-5 I a I •r- Xk L o %%��9'p/ I I I .�• / / Al �.0. yS 33r PV . D303 . . M.S.S. LIGHT-4 B. LIGHT-6 rA PH'r ANF T I — / / ❑ /' � IIC.O. I �I /f�'� -. M.S.S. LIGHT — — _ — — — —1 I :`.�;. B. LIGHT-5 c�T: I B LIGHT-4 \ // ,' C.O. \ \I a /4„� %qOd M.S.S. . lGHT-2 :.� 4iSDR A Z RJIVEAgYr M.S.S. LIGHT-1 E. METER FOR STREET— --- \ LIGHT-3 / / �/ a 1 s d • —/ :.�:...... ••••.•.'•'•-.�'.•••�•• 18"X18"-30" 1 »C� // , >,•;•• TALL PEDESTAL UNDERGROUND POWER LINE BY PUD DESIGN UNDERGROUND COMMUNICATION CABLE LINE BY ZIPLY FIBER/ / COMCAST DESIGN CABLE/FIBER COMM. BOX 210TH ST SW i ►� W Q r STREET UGHING PLAN 20' SCALE: 1" = 10' STREET LIGHTING All exterior lighting must be shielded in order to avoid off -site spillage. 8 BOLLARD LIGHTS AT THE ENTRANCE AND ALONG THE EAST SIDEWALK: BLAZE 42" HIGH DARK BRONZE 5000K LED SQUARE BOLLARD LIGHT -STYLE #160A1 6 MOTION SENSOR SECURITY LIGHTS: TWO -LIGHT BRONZE 180-DEGREE, MOTION SENSOR SECURITY LIGHT EACH MOUNTED 7' ABOVE EACH UNIT GARAGE FLOOR, AND PROJECTED DOWNWARD ONTO THE SITE B. LIGHT - TECH LIGHTING ARKAY 36"H BLACK 3-LED LANDSCAPE BOLLARD LIGHT -STYLE #81 KO3 (}, POSSINI EURO RIDGELAND BLACK V�J RECTANGULAR OUTDOOR WALL LIGHT MOUNTED 7' ABOVE GARAGE FLOOR HOME TECH 13608 SE 51ST PL BELLEVUE, WA 206 778 2431 hometechwa@gmail.com 0 w�A�,�/?� �SS1 .01 ti ' 0 32229 �9 Is sj�NAL N O U) 0 Z O z Q J LU Z LU O J Z O F_ 300 w r pN LU F. M w 0 U REVISI❑NS DATE RESUB Jun 20 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT DESIGN: Y. S, DRAWING: H H, CHECK Y. S, DATE; APR 16, 2023 SCALEi AS SHOWN SHEETi 1 E1