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APPROVED BLD-BLD2022-1147+Architectural_Plan+8.24.2022_9.57.52_AM+3069393DISCLOSURE: ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE & ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR ARCHITECTURAL OR ENGINEERING USE. PROJECT INFORMATION: OWNER: William & Kathleen Wilson 8526 216th St. SW. Edmonds, WA. 98026 PARCEL NUMBER: 00554000000200 JURISDICTION: CITY OF EDMONDS ZONING: CITY PROJECT CONTACT: Selena Fitch Fitch Design Company 425-481-8190 Selena@FitchDesignCompany.com LEGAL DESCRIPTION: ANDERSON PARK BLK 000 D-00 - N 127.35FT AS MEAS ALG W LN LOT 2 SUBJEASE PUD & GEN TEL SCOPE OF WORK: KITCHEN & MASTER BATH REMODEL NO CHANGE TO ENVELOPE OR LOT COVERAGE GENERAL NOTES: 1. All work to comply with the 2018 International Residential Code, Uniform Plumbing Code, and with local amendments. 2. Verify all dimensions and field conditions before beginning work and notify designer of any discrepancies. 3. Provide solid wood blocking for support at all wall mounted fixtures. 4. Provide approved draftstopping in concealed space between ceiling and floor; and approved firestopping in walls per code. S. Flash all openings with minimum 26 gauge steel (galvanized or factory finish). 6. All wood in contact with concrete or masonry to be pressure treated. LIFE SAFETY NOTES: 1. Stairways to meet minimum requirements of 2018 IRC R311.7; - Minimum stair width: 36" - Minimum headroom: 80" - Maximum riser height: 7 3/4" - Minimum tread depth: 10" - Rise or run dimensions shall not vary more than 3/8" - Minimum landing length: 36" - Handrail height: 34-38" above stair nosing 2. Stairways with four or more risers shall have a handrail. 3. Handrails shall be continuous and terminate at a wall or newel post. 4. Guards shall be provided for porches, balconies or raised floor surfaces located more than 30" above the floor or grade below. S. Guards shall be 36" in height and designed to resist a 200 lb. concentrated load on the top rail and 50 psf on all guardrail infill components. 6. Required guards shall have a maximum opening such that a 4" diameter sphere can not pass through. 7. All new smoke and carbon monoxide detectors to be hardwired with a battery back-up. ENERGY NOTES: 1. All new fenestration U-values and insulation R-values shall satisfy the prescriptive path of the 2018 Washington State Energy Code. 2. Prescriptive Requirements (Climate zone 4C); - Vertical glazing: U = 0.30 - Overhead glazing: U = 0.50 - Doors: U = 0.20 - Ceilings: R-49 - Single rafter ceilings: R-38 - Walls (above grade): R-21 (w/ headers insulated R-10) - Walls (below grade): 10/15/21 int +TB - Floors: R-30 - Slab on grade: R-10 (24" perimeter) 3. When insulation is installed in a cavity which is less than the label or design thickness of the insulation, the compressed R-value of the insulation shall not be less than specified above. 4. Builder shall complete and post an insulation "Certificate for Residential Construction" within three feet of the electrical panel prior to final inspection. S. Blower door testing: air leakage shall not exceed three air changes per hour. A written report of blower door test results shall be signed by the testing party and provided to the building inspector prior to call for final inspection. 6. A minimum of 75% of permanantly installed lamps in lighting fixtures shall be high efficacy lamps. 7. Kitchen, Bathroom and Laundry exhaust fans shall terminate outdoors and not in attics, soffits, ridge vents or crawl spaces. 8. A whole house mechanical ventilation system shall be designed in accordance with IRC section M1507.3. The ventilation system shall provide outdoor air at a rate not less than specified in tables M1507.3.3(1) or MlS07.3.3(2). VICINITY MAP: 8526 216th ST. SW. First Edmonds Boyd Adult Family Hearne 19 e Inspection Inc sw plJ'get Sound Christian Church 19 216th St SW [a W Asko Construction �4 e M ZE 21 Sth St SW m S1. AI ban's I m 21 Sth St SIN co M D Pa., er Works Zr 7e-ip rariuy cloned 216ih St SW Chase Lake 216th St SW � Elementary School 8 526 216th St. S W, Edmonds, WA 98026 Ell '14 man drive - hvrle FaltiL? Lf HC' Cn W 21 Sth Si SIN Holloway Habitats Gardening 19 ALL WORK SUBJECT I TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST BE ON JOB SITE OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES City Of Edmonds Building Department Work REMODEL Address 8526 216TH ST SW Owner WILSON Approved Date 10/19/2022 Building Official lt_&# t ,( Ioox / IW4 Permit Number BLD2022-1147 a c? 218th St SW Ila 21 Bth WHERE ADDITIONS OR ALTERATIONS REQUIRE A 1 PERMIT TO BE ISSUED INTERCONNECTED SMOKE 1 ALARM AND CO DETECTORS THROUGHOUT THE DWELLING ARE REQUIRED. REFER TO 2018 IRC 1 R314 AND R315 FOR MORE INFORMATION. L --------------------- SEPARATE PLUMBING PERMIT REQUIRED FOR THIS PROJECT. N N Ln 0 r; Ln N q 00 7'-0" 44'-0" 57'-0" 216TH ST „T SITE PLAN LV SCALE: 1" = 20'-0" O �0 PROPERTY LINE C-0" D 0 PROPERTY WALL LEGEND Z t, W Z - NEW FRAMED WALLS Q d EXISTING WALLS T 0 REMOVE EXISTING i U" H LL <QO- INTERIOR NOTES ® DIMENSIONS ARE FROM FINISHED DRYWALL TO FINISHED DRYWALL, UNLESS NOTED OTHERWISE ® ALL DRAWINGS & NOTES CROSS-REFERENCE EACH OTHER. SEE SPECIFICATION SHEETS FOR ADDITIONAL SPEC'D PRODUCT INFORMATION. ® CABINET DETAILS & DIMENSIONS ARE SUBJECT TO VARIATION BASED ON ON -SITE FRAMING & CABINET MANUFACTURER & MAY VARY FROM r DRAWINGS. ® CABINET SUPPLIER TO VERIFY ACTUAL THICKNESS OF SELECTED SLAB ¢ COUNTERTOPS IN RELATION TO CABINET HEIGHTS, ADJUST AS NEEDED V (SELECTIONS MAY VARY FROM s~ DRAWINGS & SPECS) w ® RECOMMENDATION: A CABINET CONTROL SAMPLE SHOULD BE SEEN AND Cl +" APPROVED BY CLIENT PRIOR TO CABINET Z u 00 ORDER 2 N ® ALL NATURAL STONE (TILE &SLABS) CAN W Ca 0)dN VARY FROM SAMPLES USED IN THE cn DESIGN PROCESS. IT IS STRONGLY RECOMMENDED THAT CLIENTS SEE AND APPROVE ACTUAL SLABS PRIOR TO DATE: FABRICATION. 8/23/2022 ® TILE LAYOUTS CAN VARY FROM DRAWINGS BASED ON ON -SITE JOB NO. CONDITIONS 530 ® FIELD VERIFY ALL SHWR PLUMBING HEIGHTS & BATHROOM ACCESSORY LOCATIONS W/ HOMEOWNER PRIOR TO INSTALLATION PAGE REFERENCE: IA 1- SITE PLAN 1.0 - EXISTING/DEMO FLOOR PLANS 2.0 - NEW FLOOR PLANS 3.0 - KITCHEN FLOOR PLAN & ELEVATIONS 3.1 - KITCHEN ELEVATIONS 3.2 - MASTER BATH FLOOR PLAN & ELEVATIONS 3.3 - LAUNDRY FLOOR PLAN & ELEVATIONS 4.0 - ELECTRICAL PLANS 6x 0 w 0 W z U Ln W Q RECEIVED Oct 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT IA-1 ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE & ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR ARCHITECTURAL OR ENGINEERING USE. Z WALL LEGEND V W - NEW FRAMED WALLS Q EXISTING WALLS T REMOVE EXISTING y V H LL 40'-3" 23'-1 1/2" INTERIOR NOTES 10'-0 1/2" 12'-2 7/8" 17'-11 5/8" ® DIMENSIONS ARE FROM FINISHED DRYWALL TO FINISHED DRYWALL, UNLESS NOTED OTHERWISE ® ALL DRAWINGS & NOTES CROSS-REFERENCE EACH OTHER. SEE SPECIFICATION SHEETS FOR ADDITIONAL SPEC'D PRODUCT INFORMATION. ® CABINET DETAILS & DIMENSIONS ARE SUBJECT TO VARIATION BASED ON ON -SITE FRAMING & CABINET MANUFACTURER & MAY VARY FROM E DRAWINGS. D, ® CABINET SUPPLIER TO VERIFY ACTUAL THICKNESS OF SELECTED SLAB ¢ COUNTERTOPS IN RELATION TO CABINET HEIGHTS, ADJUST AS NEEDED (SELECTIONS MAY VARY FROM pp DRAWINGS & SPECS) Qj fs ® RECOMMENDATION: A CABINET CONTROL SAMPLE SHOULD BE SEEN AND A � 2 APPROVED BY CLIENT PRIOR TO CABINET z ORDER C0 N ® ALL NATURAL STONE (TILE & SLABS) CAN A VARY FROM SAMPLES USED IN THE � d I DESIGN PROCESS. IT IS STRONGLY RECOMMENDED THAT CLIENTS SEE AND GG T9" I GR °� APPROVE ACTUAL SLABS PRIOR TO DATE: ire in FABRICATION. 8�Z 3 �Z O Z Z CLG HT: 9 " ® TILE LAYOUTS CAN VARY FROM DRAWINGS BASED ON ON -SITE JOB NO. S ING HARD O 0 CONDITIONS 530 R N UNAF E T M .� ® FIELD VERIFY ALL SHWR PLUMBING N HEIGHTS & BATHROOM ACCESSORY LOCATIONS W/ HOMEOWNER PRIOR TO INSTALLATION PAGE REFERENCE: N IA 1- SITE PLAN 1.0 -EXISTING/DEMO FLOOR PLANS 2.0 - NEW FLOOR PLANS 00 DEMO FOR NEW 3.0 -KITCHEN FLOOR PLAN &ELEVATIONS \ WINDOW 3.1- KITCHEN ELEVATIONS RAISE CEILING ABOVE STAIRS n 3.2 - MASTER BATH FLOOR PLAN & D U AS MUCH AS POSSIBLE d ELEVATIONS M 3.3 - LAUNDRY FLOOR PLAN & ELEVATIONS 4.0 - ELECTRICAL PLANS N N (V N N -- N 0 0 0 DEMO WALL FOR NEW WINDOW DEMO AL FO WID R DOORWAY DEMO 0 E O RL C TI I 00 W U I I REMOVE D O PREP O ltD Ln - REMOVE TILE FLOORING E LOCATION, REUSE 00 DINING ROOM 1\`�jxX X S N HARDI ;� ............. c 1 CLG HT: 97 3/4" N � N REMOVE TILE FLOORING �XIr-1 S N D O O R N E T CHANGE SWING OF D R SEE NEW PLANS FOR E O ED O FL I NG KITCHEN CLG HT: 89 3/8" DEMO KITCHEN LING - - ALL BATH RAISE TG n CLG HT: 94" 00 a� CONTRACTOR T DETERMINE +o REMOVE FLOORING AND IF TUB CAN BE REPAIRED WINDOW TO REMAIN, REMOVE CASING N C TOILET. ALL OTHER FIXTURES N E TO REMAIN UNAFFECTED. un -C NOTE: KITCHEN FLOORING, CABINETS, 00 [z] APPLIANCES & PLUMBING FIXTURES TO BE REMOVED. 0 w 10'-0 1/2" 12'-2 7/8" 17'-11 5/8" o z 40'-3" Q crI z /T EXISTING/DEMO MAIN FLOOR PLAN XT EXISTING/DEMO SECOND FLOOR PLAN 1V SCALE: 1/4" = P-0" 1N SCALE: 1/4" = P-0" �+ CD CD W Q z x w FIXED SCALE 1 TO 1 IN FT. RECEIVED Oct 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE & 100 ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR ARCHITECTURAL OR ENGINEERING USE. 12'-1 5/8" 10'-11 7/8" BEDROOM 1 � BEDROOM 2 CLG HT: 9T' CLG HT: 97" \\\ XISTING RK FLO O EMAIN FFECTE v\v Q II D WALK-IN CLOSET CLG HT: 99" LAUNDRY ROOM CLG HT: 97" EXISTI CORK FL TO REMAI AFFEC I X REMOVE CARPET I Q�J X I I MASTER SUITE G � CLG HT: 99" CL HT:97" ' I Li M \ o � TIT hull II II u NOTE: REMOVE FLOORING &ALL PLUMBING FIXTURES FROM MASTER SUITE 7'-9" 15'-4 1/2" 23'-1 1/2" r----------1 I NEW WINDOWS IN HAZARDOUS AREAS I SHALL BE SAFETY GLASS IN I ACCORDANCE WITH ' 2018 IRC R 308.4.5 I L---------- r--------- —, ALL NEW WINDOWS i TO COMPLY WITH 12018 WASHINGTON I STATE ENERGY I CODE WITH I REGARD TO I U-FACTOR I REQUIREMENTS. L---------J 10'-0 1/2" 2'-10 3/4" 23'-1 1/2" 12'-1 5/8" 10'41 7/8" WALL LEGEND - NEW FRAMED WALLS 0 EXISTING WALLS REMOVE EXISTING INTERIOR NOTES ® DIMENSIONS ARE FROM FINISHED DRYWALL TO FINISHED DRYWALL, UNLESS NOTED OTHERWISE ® ALL DRAWINGS & NOTES CROSS-REFERENCE EACH OTHER. SEE SPECIFICATION SHEETS FOR ADDITIONAL SPEC'D PRODUCT INFORMATION. ® CABINET DETAILS & DIMENSIONS ARE SUBJECT TO VARIATION BASED ON ON -SITE FRAMING & CABINET MANUFACTURER & MAY VARY FROM DRAWINGS. ® CABINET SUPPLIER TO VERIFY ACTUAL THICKNESS OF SELECTED SLAB COUNTERTOPS IN RELATION TO CABINET HEIGHTS, ADJUST AS NEEDED (SELECTIONS MAY VARY FROM DRAWINGS & SPECS) ® RECOMMENDATION: A CABINET CONTROL SAMPLE SHOULD BE SEEN AND APPROVED BY CLIENT PRIOR TO CABINET ORDER ® ALL NATURAL STONE (TILE & SLABS) CAN VARY FROM SAMPLES USED IN THE DESIGN PROCESS. IT IS STRONGLY RECOMMENDED THAT CLIENTS SEE AND APPROVE ACTUAL SLABS PRIOR TO FABRICATION. ® TILE LAYOUTS CAN VARY FROM DRAWINGS BASED ON ON -SITE CONDITIONS ® FIELD VERIFY ALL SHWR PLUMBING HEIGHTS & BATHROOM ACCESSORY LOCATIONS W/ HOMEOWNER PRIOR TO INSTALLATION PAGE REFERENCE: IA 1- SITE PLAN 1.0 - EXISTING/DEMO FLOOR PLANS 2.0 - NEW FLOOR PLANS 3.0 - KITCHEN FLOOR PLAN & ELEVATIONS 3.1- KITCHEN ELEVATIONS 3.2 - MASTER BATH FLOOR PLAN & ELEVATIONS 3.3 - LAUNDRY FLOOR PLAN & ELEVATIONS 4.0 - ELECTRICAL PLANS r--------------------------� I INSULATION REMOVED FROM EXTERIOR WALL CAVITIES AS PART OF THE REMODEL TO BE REPLACED WITH I MINIMUM R-15 IN EXTERIOR 2X4 WALLS AND R-21 IN `— EXTERIOR WALLS.mill --------------------------- NEW WINDOWS IN HAZARDOUS AREAS SHALL BE SAFETY ' GLASS IN ACCORDANCE WITH 2O18 IRC R 308.4.5 r------------------------- I ALL NEW WINDOWS TO COMPLY WITH 2O18 ' WASHINGTON STATE ENERGY CODE WITH REGARD TO I U-FACTOR REQUIREMENTS. ---------------------------� E DATE: 8/23/2022 JOB NO. 530 a Dw U Co a� Z V NEW CASING ON cj >r KIT. WINDOW � W 5'-6 1/2" '-3 T-4 5 I KITCHEN RANGE HOODS ARE REQUIRED. I HOODS CAPABLE OF EXHAUSTING MORE I THAN 400 CFM REQUIRE MAKE UP AIR. IRC I M 1503 • NEW MAIN FLOOR PLAN 1V SCALE: 1/4" = P-0" 17'-11 5/8" XT NEW SECOND FLOOR PLAN 1V SCALE: 1/4" = P-0" FIXED SCALE 1 TO 1 IN FT. RECEIVED O w 0 w z u Ln W r) Oct 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE & ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR ARCHITECTURAL OR ENGINEERING USE. 2mO 11'-3 7/8" DNKITCHEN FLOOR PLAN SCALE: 1/2" = 1'-0" 3" 2'-0" IV-51/2"1. 2'-6" ,113/8".. 2'-0" 20'-3 1/2" 2'-0" 1/2" 3'-O" " 1'-9" 2'-1 1/8" FA.TCRH3636 W/ FA.LBSS34.600 INSERT ABINETS: REMOVE TOP PIECE, PENDLETON ADD MFM TRIM TO TOP N O �O m N cV ° ° ° ° �O m TILE #1: CARAMEL W/ SCHLUTER EDGE 01 O ° 1' 4" PYRAMID O UP PULLS ON ALL KITCHEN DRAWERS j ° ° ° ° PULLS ON ALL KITCHEN DOORS DOUBLE ACTING SPICE GAS RANGE 2 TIER LID DOOR ORGANIZER STORAGE IN TOP DWR 2'-0" 1'-5 1/2" 2'-6" 1'-11 3/8" 2'-0" 1'-0" 2'-0" 3' 0" 2'-0" 2'_0" 3„ 1/2" 1 1/8" 2'-3" 12'-4 7/8" 3'-6 1/2" 2'-1 1/8" CL 2'-3" 15'41 3/8" 2'41/8" 20'-3 1/2" KITCHEN: EAST ELEVATION SCALE: 1/2" = P-0" 20'-3 1/2" 1/2" 1/2„ 1/2„ 2'-0" 2'-3" 2'-3" 2'-3" 2'-8" 8 1/4" 5'-5 3/4" 1'-7" 1'-0" CABINET W/ 21" DEEP MESH PANEL INSERTS ON 15" DEEP APPLIANCE THESE 2 WALI CAB. ONLY MICRO SHELF GARAGE CAB `n Q cn N 00 WINE CUBES o •r o 0 � o N TILE #1: CARAMEL o CABINETS: ABINETS: PENDLETON WHITE cn ® o ❑ ❑ PENDLETON WHITE o SUPER SUSAN 2 BIN TRASH PULL OUT 3'-0" 1'-9" 1'-6" 2'-4" KITCHEN: WEST ELEVATION SCALE: 1/2" = P-0" 3'-O" T 1/2 5'-6" 7" 1 2'-0" WALL LEGEND Z V W - NEW FRAMED WALLS Q EXISTING WALLS T REMOVE EXISTING y V H LL INTERIOR NOTES ® DIMENSIONS ARE FROM FINISHED DRYWALL TO FINISHED DRYWALL, UNLESS NOTED OTHERWISE ® ALL DRAWINGS & NOTES CROSS-REFERENCE EACH OTHER. SEE SPECIFICATION SHEETS FOR ADDITIONAL SPEC'D PRODUCT INFORMATION. ® CABINET DETAILS & DIMENSIONS ARE SUBJECT TO VARIATION BASED ON ON -SITE FRAMING & CABINET MANUFACTURER & MAY VARY FROM E DRAWINGS. u ® CABINET SUPPLIER TO VERIFY ACTUAL THICKNESS OF SELECTED SLAB ¢ COUNTERTOPS IN RELATION TO CABINET HEIGHTS, ADJUST AS NEEDED (SELECTIONS MAY VARY FROM pp DRAWINGS & SPECS) fs Qj ® RECOMMENDATION: A CABINET A CONTROL SAMPLE SHOULD BE SEEN AND A APPROVED BY CLIENT PRIOR TO CABINET w ORDER rz 00 ® ALL NATURAL STONE (TILE & SLABS) CAN w A VARY FROM SAMPLES USED IN THE cn cn dN DESIGN PROCESS. IT IS STRONGLY RECOMMENDED THAT CLIENTS SEE AND APPROVE ACTUAL SLABS PRIOR TO DATE: FABRICATION. 8/23/2022 ® TILE LAYOUTS CAN VARY FROM DRAWINGS BASED ON ON -SITE JOB NO. CONDITIONS 530 ® FIELD VERIFY ALL SHWR PLUMBING HEIGHTS & BATHROOM ACCESSORY LOCATIONS W/ HOMEOWNER PRIOR TO INSTALLATION PAGE REFERENCE: IA 1- SITE PLAN 1.0 - EXISTING/DEMO FLOOR PLANS 2.0 - NEW FLOOR PLANS 3.0 - KITCHEN FLOOR PLAN & ELEVATIONS 3.1- KITCHEN ELEVATIONS 3.2 - MASTER BATH FLOOR PLAN & ELEVATIONS 3.3 - LAUNDRY FLOOR PLAN & ELEVATIONS 4.0 - ELECTRICAL PLANS U N 00 a z V N C Ln 'C 00 w 6. 0 W 0 W z 2 Ln W n z 0 W W W z a 0 C a w z W x V FIXED SCALE 1 T9RLK:EIVED Oct 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE & 3mO ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR ARCHITECTURAL OR ENGINEERING USE. I 13/8" 13/8" 2'-6" 9'-9 1/8" 3/4„ 3/4„ 4'-0" 2'-10" rCABINET PANEL 11'-3 7/8" 3'-8 1/4" 1'-11 5/8" IL 1'-11 5/8" 3'-8 3/8" 11'-4 1/4" 1'-0" 9" 9'-7 1/4" V-7 1/2" , V-3 1/8" 1 5'-6 1/2" 1 1'-10 3/4" 1 _p ci �o `o c o cn WINE CUBES ❑ ABINETS: PENDLETON WHITE o �o N i� 00 Ljo ❑ ❑ 1 j 12" APP. PULLS ------ ❑❑❑❑ ❑ Ll ❑ HANGING WINE GLASS STORAGE TO BE INSTALLED TO BOTTOM OF WINE CUBE CAB. TILE #1: CARAMEL WINE CUBES ❑ BEV REF PANELED PANELED FREEZER REF 6" 20" 2' 0" 2 0" 11/8" 11 2" 3/ " 1'-71/8" 2'-21/4" T-O" CL CL CL 9'-9 1/8" PANTRY CAB W/ ROLLOUTS 2'-10" 3'-11 3/4" KITCHEN: NORTH PANTRY ELEVATION SCALE: 1/2" = V-0" VERIFY NEW CEILING HT BEFORE ORDERING SCONCES c� N M O rl N Lp N N M TILE #1: CARAMEL W/ SCHLUTER EDGE 0 ABINETS: PENDLETON WHITE 0 in Llc� Cl Cl PULL PANELED DW OUT TRAY -0" 1'-3" 2' 0" 7/8" APRON FRONT SINK W/ PULL OUT IN CAB rn In" SUPER SUSAN 2'-6„ 4'-6„ CL 11'-3 7/8" CL KITCHEN: SOUTH ELEVATION SCALE: 1/2" = V-0" �o o M WOOD HOOD INCLUDED W/ CAB PACKAGE N N 00 N r-I ❑ �o ABINETS: o M PENDLETON WHITELEI 2'-0" 1 3'-41/4" 2 TIER SILVER- WARE DWR 1'-6" 1'-6" KITCHEN: NORTH ELEVATION SCALE: 1/2" = V-0" SUPER SUSAN 3'-O" WALL LEGEND Z V V) W - NEW FRAMED WALLS Q EXISTING WALLS T REMOVE EXISTING y V H LL INTERIOR NOTES ® DIMENSIONS ARE FROM FINISHED DRYWALL TO FINISHED DRYWALL, UNLESS NOTED OTHERWISE ® ALL DRAWINGS & NOTES CROSS-REFERENCE EACH OTHER. SEE SPECIFICATION SHEETS FOR ADDITIONAL SPEC'D PRODUCT INFORMATION. ® CABINET DETAILS & DIMENSIONS ARE SUBJECT TO VARIATION BASED ON ON -SITE FRAMING & CABINET MANUFACTURER & MAY VARY FROM E DRAWINGS. u D, ® CABINET SUPPLIER TO VERIFY ACTUAL THICKNESS OF SELECTED SLAB ¢ COUNTERTOPS IN RELATION TO CABINET HEIGHTS, ADJUST AS NEEDED (SELECTIONS MAY VARY FROM pp DRAWINGS & SPECS) fs ® RECOMMENDATION: A CABINET A CONTROL SAMPLE SHOULD BE SEEN AND A APPROVED BY CLIENT PRIOR TO CABINET w oq ORDER 00 ® ALL NATURAL STONE (TILE & SLABS) CAN w A VARY FROM SAMPLES USED IN THE cn cn DESIGN PROCESS. IT IS STRONGLY RECOMMENDED THAT CLIENTS SEE AND APPROVE ACTUAL SLABS PRIOR TO DATE: FABRICATION. 8/23/2022 ® TILE LAYOUTS CAN VARY FROM DRAWINGS BASED ON ON -SITE JOB NO. CONDITIONS 530 ® FIELD VERIFY ALL SHWR PLUMBING HEIGHTS & BATHROOM ACCESSORY LOCATIONS W/ HOMEOWNER PRIOR TO INSTALLATION PAGE REFERENCE: IA 1- SITE PLAN 1.0 - EXISTING/DEMO FLOOR PLANS 2.0 -NEW FLOOR PLANS 3.0 - KITCHEN FLOOR PLAN & ELEVATIONS 3.1- KITCHEN ELEVATIONS 3.2 - MASTER BATH FLOOR PLAN & ELEVATIONS 3.3 - LAUNDRY FLOOR PLAN & ELEVATIONS 4.0 - ELECTRICAL PLANS U C �00 a z V N C Ln 'C 00 w O w L1 W z u Ln w r) FIXED SCALE 1 TO 1 IN FT. RECEIVED Oct 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE & 3ml ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR ARCHITECTURAL OR ENGINEERING USE. 4'-9" /I WALL LEGEND I V 2'-41/2" 2'-41/2" 11/2" I 11/2" ,T MASTER BATH FLOOR PLAN 1V SCALE: 1/2" = V-0" 14'-2" a Lfl --1 Ce ILE #3: CROSSVILLE WHITE SHAKER PORCELAIN PANELS CAB _ 00 `O LASS KNOBS M bo 0 n ALL CABINETS: WHITE SHAKER WRAP TILE #3 ON BENCH o o c� cn MASTER BATH: WEST ELEVATION SCALE: 1/2" = P-0" 4"x2CM MATCHING QUARTZ BACK SPLASH MASTER BATH: NORTH ELEVATION SCALE: 1/2" = P-0" QM 14'-2" 3'-9" 4'-11" TILE #3: CROSSVILLE - PORCELAIN PANEL CV �O a) WRAP TILE #3 ON BENCH CABINETS: PENDLETON WHITE - O M �O C\ Ln rl M M CC) 00 n 5'-3" MASTER BATH: SOUTH ELEVATION SCALE: 1/2" = P-0" POCKET DOOR 1'-9" 1. 1'-3" 1_ 2'-6" 3'-9" MASTER BATH: EAST ELEVATION SCALE: 1/2" = 1'-0" 3'-6" 3'-7" [ 1'-4" 7L o / TILE WRAP WINDOW im TILE #3: CROSSVILLE PORCELAIN PANEL bo m rn CL WRAP TILE #3 ON BENCH 0 i� �o 3'-6" 0 MASTER BATH: SHOWER DETAIL ELEVATION SCALE: 1/2" = 1'-0" W - NEW FRAMED WALLS Q EXISTING WALLS T REMOVE EXISTING y V LL INTERIOR NOTES ® DIMENSIONS ARE FROM FINISHED DRYWALL TO FINISHED DRYWALL, UNLESS NOTED OTHERWISE ® ALL DRAWINGS & NOTES CROSS-REFERENCE EACH OTHER. SEE SPECIFICATION SHEETS FOR ADDITIONAL SPEC'D PRODUCT INFORMATION. ® CABINET DETAILS & DIMENSIONS ARE SUBJECT TO VARIATION BASED ON ON -SITE FRAMING & CABINET MANUFACTURER & MAY VARY FROM E DRAWINGS. u D, ® CABINET SUPPLIER TO VERIFY ACTUAL THICKNESS OF SELECTED SLAB ¢ COUNTERTOPS IN RELATION TO CABINET HEIGHTS, ADJUST AS NEEDED (SELECTIONS MAY VARY FROM pp DRAWINGS & SPECS) fs ® RECOMMENDATION: A CABINET A CONTROL SAMPLE SHOULD BE SEEN AND A APPROVED BY CLIENT PRIOR TO CABINET W oq @j ORDER � d ® ALL NATURAL STONE (TILE & SLABS) CAN W A VARY FROM SAMPLES USED IN THE cn cn d� DESIGN PROCESS. IT IS STRONGLY RECOMMENDED THAT CLIENTS SEE AND APPROVE ACTUAL SLABS PRIOR TO DATE: FABRICATION. 8/23/2022 ® TILE LAYOUTS CAN VARY FROM JOB NO. DRAWINGS BASED ON ON -SITE CONDITIONS 530 ® FIELD VERIFY ALL SHWR PLUMBING HEIGHTS & BATHROOM ACCESSORY LOCATIONS W/ HOMEOWNER PRIOR TO INSTALLATION PAGE REFERENCE: IA 1- SITE PLAN 1.0 - EXISTING/DEMO FLOOR PLANS 2.0 - NEW FLOOR PLANS 3.0 - KITCHEN FLOOR PLAN & ELEVATIONS 3.1- KITCHEN ELEVATIONS 3.2 - MASTER BATH FLOOR PLAN & ELEVATIONS 3.3 - LAUNDRY FLOOR PLAN & ELEVATIONS 4.0 - ELECTRICAL PLANS U � 00 `n 0*1 a V N C 00 w � Jnoj3 4 5 FIXED SCALE 1 TC}��;EIVED Oct 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 6. O w 0 w z u Ln w Q 10 3m2 ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE & ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR ARCHITECTURAL OR ENGINEERING USE. Z WALL LEGEND V W - NEW FRAMED WALLS Q EXISTING WALLS T REMOVE EXISTING y 11'-9 1/2" LL 1'-71/2" 2'_4" (L 5'-111/2" 1'-101/2" 1/2" 1' INTERIOR NOTES \L 1/2„ 1' 5'-61/2" 2'_3" 2'_p" 1'-101/2" 2" 1" 5'-3 1/2" 2'-0„ 2'-6„ ® DIMENSIONS ARE FROM FINISHED " 1'-10 1 2" DRYWALL TO FINISHED DRYWALL, UNLESS 4'-9" 2'-6" 2'-0' / NOTED OTHERWISE ® ALL DRAWINGS & NOTES CROSS-REFERENCE EACH OTHER. SEE SPECIFICATION SHEETS FOR ADDITIONAL SPEC'D PRODUCT INFORMATION. ® CABINET DETAILS & DIMENSIONS ARE SUBJECT TO VARIATION BASED ON ON -SITE FRAMING & CABINET MANUFACTURER & MAY VARY FROM E CLA DRAWINGS. v D M CABINET SUPPLIER TO VERIFY ACTUAL 00 THICKNESS OF SELECTED SLAB ¢ L C COUNTERTOPS IN RELATION TO CABINET 0 `p HEIGHTS, ADJUST AS NEEDED U W D (SELECTIONS MAY VARY FROM pip INSTALL PANELS 3" FROM WALL FOR DRAWINGS & SPECS) Q) WINDOW CASING CLEARANCE k p ® RECOMMENDATION: A CABINET CO u CONTROL SAMPLE SHOULD BE SEEN AND �A w N APPROVED BY CLIENT PRIOR TO CABINET N �t� QESSED STEEL SUPPO7TS ORDER 00 F0 QOUNTERTOP \\\ C \\ 00 ® ALL NATURAL STONE (TILE & SLABS) CAN A VARY FROM SAMPLES USED IN THE cn cn d DESIGN PROCESS. IT IS STRONGLY O RECOMMENDED THAT CLIENTS SEE AND m APPROVE DATE: 8/23/2022 ® DRAWING BA EYOUTS D ON ON SATVARY E JOB NO. CONDITIONS 530 ®FIELD VERIFY ALL SHWR PLUMBING HEIGHTS & BATHROOM ACCESSORY O LOCATIONS W/ HOMEOWNER PRIOR TO INSTALLATION N PAGE REFERENCE: 00 EXISTING CORK FLOOR TO REMAIN IA 1- SITE PLAN 1.0 - EXISTING/DEMO FLOOR PLANS d 2.0 - NEW FLOOR PLANS 3.0 -KITCHEN FLOOR PLAN &ELEVATIONS 3.1- KITCHEN ELEVATIONS 3.2 - MASTER BATH FLOOR PLAN & Ln ELEVATIONS 4'-9" 2'-0" 2'-6" 3.3 - LAUNDRY FLOOR PLAN & ELEVATIONS 4.0 - ELECTRICAL PLANS 3„ 2 2" 1„ 1'-71/2" 2'-4" 5'-111/2" CL CL N MASTER BATH FLOOR PLAN LAUNDRY: NORTH ELEVATION � SCALE: 1/2" = 1'-0" SCALE: 1/2" = 1'-0" UN 00 `n rn a V cn N C 00 w � W O W cV] L W M z u Ln w bo Q o � �o O_ F-� o in W W W z a 8'-5 1/2" 2'-6" O O W 10'-11 1/2" y. Q z a FIXED SCALE 1 TC}��;EIVED LAUNDRY: WEST ELEVATION LAUNDRY: EAST ELEVATION Oct 03 2022 SCALE: 1/2" = P-0" SCALE: 1/2" = P-O" CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE & 3m3 ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR ARCHITECTURAL OR ENGINEERING USE. O ALL CABINETS: CLOTHES DRYING WHITE SHAKER ROD M c� t� M ALABASTER QUARTZ TOP o� n - � ❑ LASS KNOBS 2" CAB PANELS TO SUPPORT _ COUNTERTOP m � M Co �o 0 3'-10 1/2" 5'-7 1/2" NOTE: ELECTRICAL DIMENSIONS ON THIS SHEET ARE NOT DIMENSIONED. FINAL LOCATIONS TO BE LAID OUT AS CLOSELY AS POSSIBLE TO PLAN WITH VERIFICATION ON SITE AFTER EXISTING FRAMING IS EXPOSED. ALL FINAL LIGHTING, OUTLET, AND SWITCH LOCATIONS WILL BE VERIFIED DURING THE ELECTRICAL WALK-THROUGH WITH THE HOMEOWNER, DESIGNER, AND ELECTRICIAN. ALL FINAL LIGHTING, OUTLET, AND DIMMER ELECT. FOR APPLIANCES NOT LOCATIONS WILL BE FIELD VERIFIED DURING THE ILLUSTRATED - SEE ELECTRICAL WALK THROUGH WITH HOMEOWNER, MANUFACTURER SPECS FOR DESIGNER AND ELECTRICIAN REQUIREMENTS ELECTRICAL LIGHTING LEGEND (E) EXISTING TO REMAIN O THERMOSTAT (M) EXISTING TO BE RELOCATED AO ALARM SYSTEM CONTROL PANEL (R/R) REMOVE (E), REPLACE W/ NEW FIXTURE I© INTERCOM AFF ABOVE FINISHED FLOOR TO CENTER O SPEAKER, CEILING -MOUNTED WP WATERPROOF ISO SPEAKER, WALL -MOUNTED DISP SINK GARBAGE DISPOSAL RECESSED CAN LIGHT FIXTURE, SEE SPECS FOR FIXTURE DETAILS PS PHOTO -SENOR LIGHT (EXTERIOR) DIRECTIONAL RECESSED CAN LIGHT FIXTURE H INSTALL HORIZONTALLY P PENDANT LIGHT FIXTURE H* INSTALL HORIZONTALLY, IN BASE TRIM CEILING -MOUNTED LIGHT FIXTURE DOOR BELL BUTTON WALL -MOUNTED LIGHT FIXTURE DOOR CHIME Q LOW -VOLTAGE "HOCKEY PUCK" LIGHT 0 CENTRAL VACUUM WALL OUTLET EXTERIOR FLOOD -LIGHT 110 VOLT DUPLEX RECEPTACLE FLUORESCENT CEILING -MOUNTED LIGHT 110 VOLT SWITCHED DUPLEX RECEPTACLE 'K7 Q TRACK LIGHTING 3@ 220 VOLT DUPLEX RECEPTACLE moo- ROPE LIGHTING -" OUTLET STRIPS UNDER -CABINET LIGHTING ® SINGLE DUPLEX FLOOR RECEPTACLE STAIR STEP LIGHTING, RECESSED ® DOUBLE DUPLEX FLOOR RECEPTACLE, *RECESSED WITH FLOORING COVER** RECESSED SHOWER LIGHT FIXTURE W/ WP WATERPROOF LENS SWITCH Q HEAT LAMP �D SWITCH WITH DIMMER ® COMBINATION LIGHT /EXHAUST FAN THREE-WAY SWITCH 3 EXHAUST FAN FOUR-WAY SWITCH 110CFM 4 + PADDLE FAN, CEILING -MOUNTED SWITCH ON TIMER T PADDLE FAN W/ LIGHT, CEILING -MOUNTED FE-11 TELEVISION LOCATION, INSTALL ALL REQUIRED COMPONENTS, INCLUDING INFRARED SENSORS E ELECTRICAL PANEL VOLUME CONTROL WC WALL CADET WC SMOKE/CARBON MONOXIDE DETECTOR EV ELECTRIC VEHICLE CHARGING STATION NOTE: REST OF FLOOR PLANS NOT INCLUDED IN SCOPE MAIN FLOOR: ELECTRICAL PLAN 1V SCALE: 1/2" = P-0" SECOND FLOOR: ELECTRICAL PLAN N SCALE: 1/2" = P-0" WALL LEGEND - NEW FRAMED WALLS 0 EXISTING WALLS REMOVE EXISTING INTERIOR NOTES ® DIMENSIONS ARE FROM FINISHED DRYWALL TO FINISHED DRYWALL, UNLESS NOTED OTHERWISE ® ALL DRAWINGS & NOTES CROSS-REFERENCE EACH OTHER. SEE SPECIFICATION SHEETS FOR ADDITIONAL SPEC'D PRODUCT INFORMATION. ® CABINET DETAILS & DIMENSIONS ARE SUBJECT TO VARIATION BASED ON ON -SITE FRAMING & CABINET MANUFACTURER & MAY VARY FROM DRAWINGS. ® CABINET SUPPLIER TO VERIFY ACTUAL THICKNESS OF SELECTED SLAB COUNTERTOPS IN RELATION TO CABINET HEIGHTS, ADJUST AS NEEDED (SELECTIONS MAY VARY FROM DRAWINGS & SPECS) ® RECOMMENDATION: A CABINET CONTROL SAMPLE SHOULD BE SEEN AND APPROVED BY CLIENT PRIOR TO CABINET ORDER ® ALL NATURAL STONE (TILE & SLABS) CAN VARY FROM SAMPLES USED IN THE DESIGN PROCESS. IT IS STRONGLY RECOMMENDED THAT CLIENTS SEE AND APPROVE ACTUAL SLABS PRIOR TO FABRICATION. ® TILE LAYOUTS CAN VARY FROM DRAWINGS BASED ON ON -SITE CONDITIONS ® FIELD VERIFY ALL SHWR PLUMBING HEIGHTS & BATHROOM ACCESSORY LOCATIONS W/ HOMEOWNER PRIOR TO INSTALLATION PAGE REFERENCE: IA 1- SITE PLAN 1.0 - EXISTING/DEMO FLOOR PLANS 2.0 - NEW FLOOR PLANS 3.0 - KITCHEN FLOOR PLAN & ELEVATIONS 3.1- KITCHEN ELEVATIONS 3.2 - MASTER BATH FLOOR PLAN & ELEVATIONS 3.3 - LAUNDRY FLOOR PLAN & ELEVATIONS 4.0 - ELECTRICAL PLANS FIXED SCALE 1 TO 1 IN FT. RECEIVED Oct 03 2022 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z V V) W V H LL E DATE: 8/23/2022 JOB NO. 530 U � 00 `n ON a z V N C Ln 'C 00 W O w L1 W z U w Q 3mO ALL DIMENSIONS & SIZE DESIGNATIONS GIVEN ARE SUBJECT TO VERIFICATION ON JOBSITE & ADJUSTMENT TO FIT UNFORESEEN JOB CONDITIONS. DESIGN PLANS ARE NOT PROVIDED FOR ARCHITECTURAL OR ENGINEERING USE. GENERAL STRUCTURAL NOTES: CRITERIA: 1.1 All Materials, workmanship, design, and construction shall conform to the drawings, specifications, and the International Building Code (IBC), 2018 Edition 1.2 Design Loading Criteria The Design Loading of the Structure is as follows: Live Loads (in accordance with IBC Table 1607.1) Occupancy or Use Uniform Live Load Concentrated Live Load - Notes Floor, Residential 40-psf Balconies & Decks 60-psf - 1.5 x Occupancy Load Uninhabitable attic, with storage 20-psf - Concurrent with Snow Loads Unihabitable attic, without storage 10-psf - Non -concurrent with Snow Loads Handrails and Guards - 200-lbs Any point, any direction (ASCE 7-16, Section 4.5.1) Wind Design Data ASCE 7-16, Chapter 28: Simplified Envelope Procedure Basic Design Wind Speed (3-sec gust), V 100 mph Risk Catagory II Wind Exposure B Internal Pressure Coefficient N/A Exterior Components and Cladding 25-psf Topographical Factor, KZt 1.00 Snow Loads (ASCE 7-16, Chapter 7) Ground Snow Load, P9 25-psf Flat Roof Snow Load, Pf = 0.7 Ce Ct IS P9 25-psf * Snow Exposure Factor, Ce 1.0 * Snow Load Importance Factor, IS 1.0 * Thermal Factor, Ct 1.2 Do not adjust for slope or drift unless noted on the Drawings. See Drawings for Additional Loading Criteria. Seismic Design Data ASCE 7-16, Section 12.8: Equivalent Lateral Force Procedure Risk Catagory II Seismic Importance Factor, le 1.0 Mapped Spect. Accel., Short Period, Ss Mapped Spect. Accel., 1-Sec, S1 1.281 0.451 Site Class D Spectral Response Coeff., Short Period, SIDS Spectral Response Coeff., 1-Sec, Spy Seismic Design Catagory 1.02 0.56 D Basic Seismic -Force -Resistance System Ply. Shear Walls Response Modification Factor, R 6.5 Seismic Response Coefficient, Cs 0.16 Design Base Shear, V 0.16 x Weight Structural Drawings shall be used in conjunction with all other project documents for bidding and construction. Contractor shall verify dimensions and conditions for compatibility and shall notify architect of all discrepancies prior to construction. Contractor shall provide Temporary Bracing for the structure and structural components until all final connections have been completed in accordance with the drawings. Contractor shall be responsible for all safety precautions and the methods, techniques, sequences or procedures required to perform the work. Contractor -initiated changes shall be submitted in writing to the Architect and Structural Engineer for approval prior to fabrication or construction. Changes shown on shop drawings only will not satisfy this requirement. Drawings indicate general and typical details of construction. Where conditions are not specifically indicated but are of similar character to details shown, similar details of construction shall be used, subject to review and approval by the Architect and the Structural Engineer. All structural systems composed of components to be field erected shall be supervised by the Supplier during manufacturing, delivery, handling, storage and erection in accordance with instructions prepared by the Supplier. GEOTECHNICAL: 2.1 Allowable Soil Pressure, Lateral Earth Pressure, and Soil Profile Type are assumed and therefore must be verified. If soils are found to be other than assumed, notify the Structural Engineer for possible foundation redesign. Footings shall bear on firm, undisturbed earth at least 18" below adjacent finished grade. Unless otherwise noted, footings shall be centered below columns or walls above. Backfill behind all retaining walls with free draining, granular fill and provide for subsurface drainage. Geotechnical Properties Soil Site Class D Allowable Soil Bearing Pressure 1500-psf CONCRETE: 3.1 Concrete shall be mixed, proportioned, conveyed and placed in accordance with IBC Chapter 19 and ACI 318-14. Mix shall be proportioned to produce a slump of 5" or less. All concrete with surfaces exposed to standing water shall be air -entrained with an air -content conforming to ACI 318-14 Table 19.3.3.1. Concrete Strength, based on IBC Section 1904.1, shall be as follows: Type or Location of Concrete Construction (Moderate Exposure) Min. 28-Day Compressive Strength, f'c Interior Slabs -on -Grade 2500-psi Footings, Basement Walls, Foundation/Stem Walls 3000-psil 1 Specified compressive strength (fc) specifications address serviceability requirements. Design strength of concrete is 2500-psi, therefore, strength tests are not required. Provided concrete mix tickets verifying strength specifications. 3.2 Reinforcing Steel shall conform to ASTM A615/A615M-18e1 and the following: Bar Size Steel Grade #5 bar and larger Grade 60, fy = 60,000-psi #4 bar and smaller Grade 40, fy = 40,000-psi Welded Wire Fabric shall conform to ASTM Al064/A1064M-18a 3.3 Reinforcing Steel shall be detailed (including hooks and bends) in accordance with ACI 318-14. Lap all continuous reinforcement (#5 and smaller) Z-0" minimum. Laps of larger bars (#6 and #7) shall be T-0", min. Provide corner bars at all wall and footing intersections and lap Z-0" minimum. Lap adjacent mats of welded wire fabric a minimum of 8" at sides and ends. No bars partially embedded in hardened concrete shall be field bent unless otherwise noted on the drawings or approved by the structural engineer. 3.4 Concrete Protection (cover) for Reinforcing Steel shall be as follows: Condition Clear Cover Footings and Unformed Surfaces cast against and permanently exposed to Earth 3" Formed Surfaces exposed to Earth or Weather (#6 bars or larger) 2" Formed Surfaces exposed to Earth or Weather (#5 bars or smaller) 1 Slabs and Walls, interior face (#11 bars and smaller) 3/a" Column Ties or Spirals and Beam Stirrups 1%2" WOOD: 6.1 Framing Lumber shall be kiln dried or MC-19, and graded and marked in conformance with WCLB Standard Grading Rules for West Coast Lumber No. 17 Unless otherwise noted, furnish to the following minimum standards: Member Use Size Species Grade Studs 2x, 3x Hem -Fir or SPF STUD Joists/Rafters 2x, 3x Hem -Fir No. 2 Plates/Misc. 2x, 3x Hem -Fir No. 2 Beams 4x Douglas Fir -Larch No. 2 Posts 4x Douglas Fir -Larch No. 2 Timber, Beams Timber, Posts 6x & Larger Douglas Fir -Larch Douglas Fir -Larch No. 2 6x & Larger No. 2 6.2 Glued Laminated Members shall be fabricated in conformance with ASTM and AITC Standards. Each member shall bear an AITC Identification Mark and shall be accompanied by an AITC certificate of conformance. Furnish to the following minimum standards: Member Use Combination Species FbX+ FbX- Fc1X FvX EX Beams 24F-V4 DF/DF 2400-psi 1850-psi 650-psi 265-psi 1800-ksi Camber all glulam beams to 3,500' radius, unless otherwise noted. Glued laminated members exposed to weather or moisture shall be treated with an approved preservative. 6.3 Roof, Floor & Wall Sheathing shall be APA Rated, Exterior or Exposure 1 Plywood or OSB manufactured under the provisions of Voluntary Product Standards DOC PS-1 or DOC PS-2, or APA PRP-108 Performance Standards and Policies for Structural Use Panels. See Drawings for thickness, span rating, and nailing requirements. Unless otherwise noted, wall sheathing shall be'/i' (nominal) with Span Rating of 24/0. Glue floor sheathing to all supporting members with adhesive conforming to APA Specification AFG-01. 6.4 Wood members shall be protected against decay and termites in accordance with IBC Section 2304.12. Where required, members shall be naturally durable species or shall be treated with waterborne preservatives wood in accordance with American Wood Protection Association specification AWPA U1. Members shall be clearly labeled. Modifed treated members (ripped or end cut) shall be field treated in accordance with specification AWPA M4. WOOD (Continued): 6.5 Timber Connectors and Proprietary Fasteners shall be "Strong -Tie" by Simpson Company, as specified in their current catalog. Provide number and size of fasteners as specified by manufacturer. Connectors shall be installed in accordance with the manufacturer's instructions. Where connector straps connect two members, center strap on joint and provide number and size of fasteners as specified by manufacturer, with equal number and size of fasteners in each member. Alternate hardware manufacturer substitutions, such as USP Connectors, shall be ICC approval for equal or greater load capacities. All joist hangers and other hardware shall be compatible in size with specified framing members. See Hanger Conversion Table for pre -approved substitutions. Timber Connectors and their fasteners shall be protected from corrosion in accordance with manufacturer's recommendations or ASTM A 653, Type G185. 6.6 Dowel -Type Fasteners (Bolts, Lag Screws, Wood Screws and Nails) shall conform to Sections 11 and 12 of the ANSI/AWC NDS-2018. Dowel Type Fastener Grade Requirements at Exterior Use or Installation when in Contact w/ Treated Lumber Bolts ASTM A307 ASTM B 695, Class 55 Galvanized ANSI/AWC NDS-2018 Section 12.1.3 or Stainless Steel Hole = Bolt O + (1/32" to 1/16") Washer @ Bolt Head and @ Nut All-Thread/Threaded Rod ASTM F1554 ASTM B 695, Class 55 Galvanized ANSI/AWC NDS-2018 Section 12.1.3 or Stainless Steel Hole = Rod O + (1/32" to 1/16") Washer @ Each Nut Lag Screws ASTM A307 ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.4 or Stainless Steel Lead Hole = 0.5 x Shank 0; Shank Hole = Shank O Washer @ Lag Head Wood Screws ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.5 or Stainless Steel Pilot Hole = 0.75 x Root 0 (Unless Self -Boring) Nails ASTM F1667 ASTM A 153 Galvanized ANSI/AWC NDS-2018 Section 12.1.6 or Stainless Steel Avoid Overdriving or Underdriving; Avoid Wood Splitting Toenails 30°, 1/3 Nail Length from Joint Nails specified on the drawings shall be as follows: Nail Use Framing Nails Penny Weight 12d Box Grade 0.131"0 x 3%4" Sheathing Nails 8d Common 0.131"0 x 2%2" All Metal Fasteners exposed to weather or in contact with treated wood shall be protected from corrosion according to table above. Nuts and bolts exposed to weather or in contact with treated wood shall be galvanized in accordance with ASTM A153/A153M-16a or Stainless Steel. See above for Proprietary Fastener requirements. Do not substitute standard Dowel -Type Fasteners for Proprietary Fasteners unless specifically allowed. 6.7 Wood Framing Notes: The following apply unless otherwise noted on the drawings: A. All wood framing details shall be constructed to the minimum standards of the IBC. Nailing not specified on the drawings shall conform to IBC Table 2304.10.1 or ICC ES ESR-1539. Coordinate the size and location of all openings with Mechanical and Architectural Drawings. B. Wall Framing: Stud wall size and spacing shall be in accordance with the plan notes. Two studs minimum shall be provided at the ends of all walls, at each side of all openings, and at the ends of all beams and headers. All stud bearing walls on wood framing shall have their lower wood plates attached to framing or concrete below per P1-6 of the shear wall schedule. C. Individual members of Built -Up stud posts shall be nailed to each other with framing nails @ 12"oc, staggered. Individual members of Built -Up joist beams shall be nailed to each other with framing nails @ 12"oc, staggered. D. Solid blocking for wood columns shall be provided through floors to supports below. E. Floor and Roof Framing: Provide solid blocking at all bearing points. Toenail joists to supports with two framing nails. Attach timber joists to flush headers or beams with metal joist hangers in accordance with notes above. F. Roof and floor sheathing shall be laid up with grain perpendicular to supports and nailed per plan notes. Allow 1/8" spacing at all panel edges and ends of floor and roof sheathing. Provide approved panel edge clips centered between joists/trusses at unblocked roof sheathing edges. All floor sheathing edges shall have approved tongue -and -groove joints. Toenail blocking to supports with framing nails @ 12"oc. At blocked floor and roof diaphragms, provide flat 2x blocking at all unframed panel edges and nail with edge nailing specified. QUALITY ASSURANCE: 7.1 See Special Inspection and Testing Requirements Table for inspection and testing requirements. Special Inspection shall be in accordance with IBC Section 1704.2. Standard inspections shall be in accordance with IBC Section 110. 7.2 Structural Observation in accordance with IBC Section 1704.6 is not required. ZW U) 00 0, OA Q U) U) 0 i-I N Z cfl pp W Lo G 00 0 P4 w ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 WOODINVILLE, WA 98072-4436 PHONE:425-814-8448 FAX:425-821-2120 PROJECT NUMBER: 22-664-18 PROJECT MANAGER: RMH DRAWN BY: BDS DATE: 08-23-2022 REVISIONS: GENERAL STRUCTURAL RECEIV�DTES VCi UJ ZUZZ CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT ------------------------- a a ° 4 I ° ° I I I a a ° I I ° a I I °I I° a al (E) 24" FTG ° ASSUMED, TYP I a I� _I I° I° I (E) POST TYP ° I J a I a I (E) S.O.G. ° a (E) 6" STEM TYP ° (E) 38" FOOTING TYP ® HDU5- ° a a SDS2.5 SEE 3/S06 ° a a ° a a ° I a VERIFY (E) P1-4 ALT: INSTALL (N) P1-4 A.B. PER 3/606 ° W/ SIMPSON ° SET-XP EPDXY 4 ° a5ti o� ° a a I 43 J FOUNDATION PLAN NOTES: 1. Bottom of Footings shall be set on competent, properly compacted Bearing Soil below Frost Depth. LEGEND EXISTING FOUNDATION WALL AND FOOTING EXISTING SLAB -ON -GRADE 0 1 2 4 8 16 CN CN zw U) 00 0, O vJ v ) 0 i-I N Z Cfl O L w/ � 0 w W BTL ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 WOODINVILLE, WA 98072-4436 PHONE:425-814-8448 FAX:425-821-2120 PROJECT NUMBER: 22-664-18 PROJECT MANAGER: RMH DRAWN BY: BDS DATE: 08-23-2022 REVISIONS: FOUNDATION PLAN RECEIVED CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (E) 23/4x6 ROUGH SAWN JOIST @ 24"oc TYP (E) 23/4x6 ROUGH SAWN JOIST @ 24"oc TYP FLOOR FRAMING PLAN NOTES: 1. Existing Floor Framing shall be as indicated on plan. WALL FRAMING PLAN NOTES: 2. Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General Structural Notes for fastening requirements. 3. Interior Walls shall be 2x4 Studs @ 16"oc, u.o.n. LEGEND EXISTING BEARING OR SHEAR WALL BELOW L _ _ _ L BEARING OR SHEAR WALL ABOVE EXISTING CONCRETE WALL BELOW POST BELOW PT LID SOLID BLOCK THRU FLOOR (MATCH POST AREA ABOVE) 0 1 2 4 8 16 1 /4"=V-0" 04 (0 C) zw U) 00 CY) OA � Q U) C 0 i-I N Z (.0O w L 00 0 P4 w BTIA ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 WOODINVILLE, WA 98072-4436 PHONE:425-814-8448 FAX:425-821-2120 PROJECT NUMBER: 22-664-18 PROJECT MANAGER: RMH DRAWN BY: BDS DATE: 08-23-2022 REVISIONS: MAIN FLOOR FRAMING PLAN RECEIVED CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (E) STICK FRAMIN AT LOW ROOF ASSUMED Ofw 0� Wu) CQ 0 W U) Q n Ofw 0 w) U7 �Q it W 1I1 (E) HDR 4x6 HDR ASSUMED CS16x3'-0" - BEAM TO PLATE (E) HDR ASSUME SHT'G CONTINU VERIFY (E) P­14 ALT: (N) P1-4 0 oW wU) CQ (E) HDR ,SSUMEI (N) (3) 2x POST (N) 3%2x7%2 GLB DROPPED (OK TO DEMO BRIG WALL BELOW) (N) (3) 2x POST FRAMING CLIPS PER 1/S06 (RIM BOARD TO TOP PLATE) 13/S06 (N) INFILL W/ _ 2x @ 16"oc (N) INFILL W/ 2x @ 16"oc (E) HDR ASSUMED HDR ASSUM o 2 Q 0 tLU � II 1co o I I III = w �o o �w LU 0� c= _ _ U) LU Q Q _ Q LU m U) D J LL W X z (E) FLOOR FRAMING I _ `��� ASSUMED (DEPTH UNKNOWN) LJ i 0 W 00 Q 0 W NO CHANGES TO (E) LOW ROOF FRAMING II (E) HDR (E) HDR BLD2022-1231 10116 241 ST PL SW ASSUMED ASSUMED VERIFY (E) DROPPED CEILING NON STRUCTURAL. OK TO RAISE CEILING TO BOTTOM OF FLOOR JOISTS FLOOR FRAMING PLAN NOTES: 1. Existing Floor Framing shall be as indicated on plan. WALL FRAMING PLAN NOTES: 2. Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General Structural Notes for fastening requirements. 3. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc, u.o.n. Interior Walls shall be 2x4 Studs @ 16"oc, u.o.n. 4. Headers shall be 4x6, u.o.n. See Detail 8/S06 LEGEND DETAIL CALL -OUT SHEAR WALL BELOW PER SCHEDULE OF 1/S06 NEW BEARING OR SHEAR WALL BELOW EXISTING BEARING OR SHEAR WALL BELOW BEARING OR SHEAR WALL ABOVE POST BELOW 04 WU) 00 M A �Q O C 0 i-I N Z (.0O L � 00o w BTL ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 WOODINVILLE, WA 98072-4436 PHONE:425-814-8448 FAX:425-821-2120 PROJECT NUMBER: 22-664-18 PROJECT MANAGER: RMH DRAWN BY: BDS DATE: 08-23-2022 REVISIONS: UPPER FLOOR FRAMING PLAN RECEIVED 0 1 2 4 8 16 1/4"=1'-0" VCi Uj ZUZZ CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT (E) TRUSSES @ 24"oc, TYP. NOTIFY EGR IF NO SHT'G PRESENT @ EXT. WALLS ROOF FRAMING PLAN NOTES: 1. Existing Roof Framing shall be as indicated on plan. WALL FRAMING PLAN NOTES: 2. Exterior Walls shall be Shear Wall type P1-6 with 2x6 Studs @ 16"oc, u.o.n. Interior Walls shall be 2x4 Studs @ 16"oc, u.o.n. 3. Built-up Stud Groups in Walls supporting Beams, Posts or Girder Trusses above shall be (2) Studs, u.o.n. See General Structural Notes for fastening requirements. LEGEND EXISTING BEARING OR SHEAR WALL BELOW P1-X SHEAR WALL BELOW PER SCHEDULE OF 1/S06 04 (0 C) zw U) 00 CY) OA � Q U) C 0 i-I N Z (.0O W L 00 0 P4 w ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 WOODINVILLE, WA 98072-4436 PHONE:425-814-8448 FAX:425-821-2120 PROJECT NUMBER: 22-664-18 PROJECT MANAGER: RMH DRAWN BY: BDS DATE: 08-23-2022 REVISIONS: ROOF FRAMING PLAN RECEIVED 0 1 2 4 8 16 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 20 I 19 PANEL EDGE NAILING PER STRAP HOLD DOWN PER PLAN SHEAR WALL SCHEDULE (WHERE OCCURS) —FACE NAILING PER / SHEAR WALL SCHEDULE PANEL EDGE NAILING PER HOLD DOWN & ADD'L STUD SHEAR WALL SCHEDULE PER PLAN (WHERE OCCURS) FACE NAILING PER STUDS PER PLAN SHEAR WALL SCHEDULE PANEL EDGE NAILING PI SHEAR WALL SCHEDULE SHEAR WALL PER PLAN 15 14 Wee QTRAP HOLD DOWN PER PLAN VHERE OCCURS) NCE NAILING PER HEAR WALL SCHEDULE OLD DOWN & ADD'L STUD =R PLAN (WHERE OCCURS) oTUDS PER PLAN 13 SHEAR WALL SCHEDULE (IN ACCORDANCE w/ ANSI/AF&PA SDPWS-2015 SECTION 4.3) Updated 1/20/2021 MINIMUM WIDTH OF NAILED PANEL FACE OF FRAMING @ ANCHORAGE TO CONCRETE SEISMIC WIND WALL SHEATHING EDGE ADJOINING PANEL EDGES (3) MUDSILL FACE NAILING FRAMING CLIPS © CAPACITY CAPACITY TYPE NAILING PLATE h/b=2 h/b=2 0 SINGLE BUILT-UP ANCHOR BOLTS MUDSILL ANCHORS h/b = 3.5 h/b = 3.5 MEMBER MEMBER P1-6 1 SIDE 6 oc 2x 2x 2x �� 6 oc A35 @ 27" oc or 5 $ O @ 60" oc MASAP @ 52" oc 240-pif 240-plf LTP4 @ 27" oc 194-pif 194-plf P1-4 1 SIDE 4 oc 2x 2x 2x 4" oc A35 @ 18" oc or 5 8 O @ 46" oc MASAP @ 36" oc 350-plf 350-plf LTP4 @ 18" oc 284-plf 284-plf A35 @ 14" oc 450-pif 450-pif P1-3 1 SIDE 3 oc 3x (2)2x 2x 3�� oc or 5 8 O @ 36" oc MASAP @ 28" oc 366-pif 366-pif LTP4 @ 14" oc A35 @ 7Y2" oc P1-2 1 SIDE 2 oc 3x (2)2x 2x 2�� oc or 5 S O @ 20" oc 18" MASAP @ oc 590-p1f 478-pf 1 820-pf 669-pf LTP4 @ 7Y2' oc SHEAR WALL SCHEDULE NOTES (SECTION 4.3.7.1.1) 7/s' OSB or1%2' PLYWOOD SHEATHING OR SIDING EXCEPT GROUP 5 SPECIES. MINIMUM PANEL SPAN RATING OF (24/0). PANELS SHALL NOT BE LESS THAN 4'x8', EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. (2 (SECTION 4.3.7.1.2. & SECTION 4.3.7.1.3) PANEL EDGE NAILING APPLIES TO ALL SHEATHING PANEL EDGES. NAIL SHEATHING TO INTERMEDIATE FRAMING MEMBERS WITH SHEATHING NAILS @ 12"oc. MAXIMUM STUD SPACING SHALL BE 16"oc. SHEATHING NAILS SHALL BE 0.131"0 x 212". PLYWOOD EDGE NAILING SHALL BE STAGGERED. NAILS SHALL BE LOCATED AT LEAST 38" FROM THE PANEL EDGES. 11 3/ „ INTERMEDIATE NAILING (12" oc) N I I II II 11 I I I II II a LLa -o 3/$ MIN PANEL EDGE NAILING PER SCHEDULE (STAGGERED) 03 (SECTION 4.3.7.1.4) THE MINIMUM NOMINAL WIDTH OF THE NAILED FACE OF FRAMING AND BLOCKING AT ADJOINING PANEL EDGES SHALL BE AS INDICATED IN THE SCHEDULE. SINGLE MEMBER PER(I STUD, PLATE, BLOCKING, RIM, OR OTHER FRAMING MEMBER (FLATWISE) PERQ (E) CONTINUOUS TOP PLATE — Q2 02 34 3/. CRIPPLE STUDS NOT REQ'D IF LESS THAN 24" HEADER PER PL, 2x HEADER @ OI W/(2) 12d TOENA EA. END 10 I 9 4 STUDS TO 1/ALL STUDS - BUILT-UP MEMBER PER03 ADD'L FULL' HEIGHT STUD �fl [(1)2x U.O.N.] 8 POST PER PLAN (2-2x STUD MIN) NAIL SHEATHING TO EACH MEMBER w/ HALF OF PANEL EDGE NAILING WHEN POST IS BUILT-UP STUDS HDU5-SDS2.5 HOLDOWN w/ %"O ALL -THREAD w/ SET-XP EPDXY (SPECIAL INSPECTION REQUIRED) VERIFY (E) A.B. @ SHEAR WALLS o PER 1/S06. ALT: %" ALL THREAD (A36) & PLATE WASHER PER 1/S06 (EMBED 7" W/ SIMPSON SET-XP) 12" I I SOLID BLOCKING I II a a W d II. a m 11 ° LI °a W a 11 iN ua (E) STEM WALL AND FOOTING PER PLAN ADJOINING PANEL EDGES STUD, PLATE, BLOCKING, RIN" OR OTHER FRAMING MEMBE ADJOINING PANEL EDGES ADJOINING PANEL EDGES ® FACE NAILING APPLIES TO CONDITIONS WHERE FRAMING NAILS CAN BE STRAIGHT DRIVEN THRU FIRST MEMBER AND PENETRATE MAIN MEMBER MINIMUM OF 112". FRAMING NAILS SHALL BE 0.131"0 x 314". 0.131"0 x 3" NAILS MAY BE USED WHEN STITCHING TOGETHER (2)2x MEMBERS WITH NO SPACERS. 05 AT ADJOINING PANEL EDGES WHERE SHEATHING CANNOT LAP ON SINGLE MEMBER AND FACE NAILING CANNOT BE ACCOMPLISHED, FRAMING CLIPS SHALL BE USED TO FASTEN BUILT-UP MEMBERS. USE 0.131"0 x 212" NAILS AT LTP4 CLIP WHEN INSTALLED OVER 12" SHEATHING. 0 0 0 0 LAP RIM OPTION LAP PLATE OPTION A35 OPTION LTP4 OPTION © (SECTION 4.3.6.4.3) ANCHOR BOLTS EMBEDMENT SHALL BE 7", U.O.N. ALL ANCHORS SHALL HAVE 3" x 3" x 0.229" PLATE WASHERS. PLATE WASHER SHALL EXTEND TO WITHIN 12" OF THE EDGE OF THE BOTTOM PLATE ON THE SIDE WITH SHEATHING. IF SHEATHING IS ON BOTH SIDES OF THE WALL, STAGGER THE ANCHOR BOLTS, AS REQUIRED, SO THAT HALF OF THE PLATE WASHERS ARE WITHIN 12" OF THE EDGE OF THE BOTTOM PLATE ON EACH SIDE. HOLE IN PLATE WASHERS MAY BE DIAGONALLY SLOTTED. 3"x3"x0.229" PLATE WASHERS ANCHOR BOLT OPTION MUDSILL ANCHOR OPTION Y2" MAX CONCRETE STEM WALL PER PLAN P.T. MUDSILL © (ANCHOR BOLT OPTION) CONCRETE STEM WALL PER PLAN P.T. MUDSILL © (MUDSILL ANCHOR OPTION) 04 WU) 0c) cy) OA �Q cn �U) �o i-i N Z c� p W Lo 00 0 w BTL ENGINEERING P.S. 19011 Woodinville Snohomish Road NE, Suite 100 WOODINVILLE, WA 98072-4436 PHONE:425-814-8448 FAX:425-821-2120 PROJECT NUMBER: 22-664-18 PROJECT MANAGER: RMH DRAWN BY: BDS DATE: 08-23-2022 REVISIONS: DETAILS RECEIVED C CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 5 4 3 1 S06