Loading...
APPROVED BLD2024-0073+Architectural_Plan+1.16.2024_5.10.11_PM+4002894GENERAL NOTES 24. CONTRACTOR SHALL RECONNECT EXISTING AND NEW FIRE PROTECTION NOTES 5. WINDOW WELLS REQUIRE 3' X 3' MINIMUM AND MUST PERMIT DOWNSPOUTS, GUIDETHE WATERTO NEW CATCH BASIN PER CSC WINDOWTO FULLY OPEN. 44" MAXIMUM DEPTH REQUIRED FROM I. APPLICABLE CODES: ANDTIGHTLINE FOUNDATION DRAINSTO CATCH BASIN. TESTTHAT I. SMOKE DETECTORS SHALL BE LOCATED PERTHE DRAWINGS. BOTTOMTOTOP OFWINDOWWELLAT EXTERIOR. SYSTEMS WORK UPON FINAL COMPLETION. CURRENT-S€Attt€ LAND USE AND ZONING CODES 2, RESIDENTIAL CODE 2018\SEALE 25. CONTRACTOR SHALL SUBMITTO THE ARCHITECTTWO (2) COPIES OF 2018 ENERGY CODE Applicable International Code PROJECT DATA, SHOP DRAWINGS, FIXTURE CATALOG CUTS, AND Council and ECDC codes shallFINISHED 2018 MECHANICAL CODE apply SAMPLES PERTHE SPECIFICATIONS. ALLOW SEVEN (7) 2018 PLUMBING CODE CALENDAR DAYS FORTHEARCHITECTTO REVIEW. ONE COPYWILL BE 2018 ELECTRICAL CODE RETURNEDTOTHE CONTRACTOR UPON APPROVAL. 2. WORK CONSISTS OF INTERIOR KITCHEN REMODEL AND WALL 26. DO NOT SIGNIFICANTLY MODIFYTHE WORK SHOWN EXCEPT WITH OPENING. WRITTEN INSTRUCTIONS FROM THE ARCHITECT 3, 3. CONTRACTOR IS RESPONSIBLE FOR CONSTRUCTION MEANS, 27. THE DRAWINGS ARETHE EXCLUSIVE PROPERTY OFTHE DESIGNER AND METHODS,AND PROCEDURES. MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OFTHE 4, DESIGNER. AUTHORIZED REPRODUCTIONS MUST BEARTHE NAME 4. CONTRACTOR SHALL OBTAIN AND PAY FOR ALL NECESSARY PERMITS OFTHE DESIGNER. AND INSPECTIONSTO COMPLETE THE WORK, OTHERTHAN THE BUILDING PERMIT. 28. GYPSUM WALLBOARD SHALL BE V2"THICK UNLESS NOTED OTHERWISE. WATER-RESISTANT WALLBOARD SHALL BE USED AT WET LOCATIONS. 5. CONTRACTOR SHALL PROVIDE LABOR, MATERIALS, TOOLS, USE CEMENT BACKER BOARD AT LOCATIONS SCHEDULEDTO RECEIVE CONSTRUCTION EQUIPMENT, MACHINERY,AND OTHER FACILITIES TILE OR OTHER RIGID MATERIAL. AND SERVICES NECESSARY FOR EXECUTION AND COMPLETION OF THEWORK. 29. WOOD IN DIRECT CONTACT WITH EARTH OR MASONRY SHALL BE PRESSURE TREATED. PROVIDE 8" MINIMUM CLEARANCE BETWEEN 6, WORK SHALL COMPLY WITH ALL APPLICABLE CODES AND WOOD AND EARTH. ORDINANCES, INCLUDING BUT NOT LIMITEDTOTHOSE LISTED ON THE COVER SHEET. 30. EXTERIOR DECKING AND GUARDRAILS SHALL BE CONSTRUCTED OF PRESSURETREATED OR DECAY RESISTANT WOOD. 7. CONTRACTOR SHALL RECEIVE AUTHORIZATION FROM OWNERTO USE ANY PARTICULAR PART OFTHE SITE, BUILDING, OR UTILITIES 31. CONTRACTOR SHALL PROVIDE RENTALTOILET FACILITY FORTHE INCLUDING STORAGE, STAGING, PARKING,TRASH, POWERTELEPHONE, DURATION OFTHE PROJECT. WATERTOILET,AND PROMOTIONAL SIGNS. MECHANICAL/ENERGY NOTES 8. SMOKING IS NOT PERMITTED ON THE JOB SITE. I . OPENINGS IN THE ENVELOPE SHALL BE SEALED, GASKETED, OR 9, CHANGES IN THE WORK SHALL BE APPROVED IN WRITING IN WEATHER-STRIPPED WHERE INFILTRATION MAY BE POSSIBLE ADVANCE BYTHE OWNERAND COPIEDTOTHE DESIGNER. INCLUDING: EXTERIOR JOINTS AROUND WINDOW AND DOOR FRAMES; OPENINGS BETWEEN WALLS, ROOF, AND WALL PANELS; 10. SUBMITTALS SHALL BE PROVIDED IN ATIMELY MANNERTO ALLOW OPENINGS AT PENETRATIONS OF UTILITY SERVICESTHROUGH WALLS, FOR ADEQUATE REVIEW AND REVISION PRIORTO ORDERING AND FLOORS AND ROOF;ALL OTHER SIMILAR OPENINGS IN THE ENVELOPE. FABRICATION. 2. ALL EXTERIOR DOORS AND EXTERIORWINDOWS SHALL BE DESIGNED 11. REQUESTS FOR INFORMATION SHALL BE DIRECTEDTOTHE DESIGNER. TO LIMIT AIR LEAKAGE INTO OR FROM THE BUILDING ENVELOPE. CONTRACTOR SHALL NOTIFYTHE DESIGNER IF CLARIFICATION WILL CAUSETHE CONTRACT BUDGET ORTIMELINETO CHANGE PRIORTO 3. SEAL ALLTEARS AND JOINTS IN INSULATION WITH APPROVEDTAPE. PROCEEDING. 4, MINIMUM INSULATION VALUES UNLESS NOTED OTHERWISE: 12. CONTRACTOR SHALL ENSURETHE STRUCTURAL STABILITY OFTHE BUILDING AND THE SAFETY FOR ALL WHO ENTERTHE BUILDING ROOF (ATTIC) R-49 (I " CLEARVENT SPACE) DURING CONSTRUCTION BY PROVIDING SHORING, BRACING, ROOF (VAULTED) R-38 (I " CLEARVENT SPACE) BARRICADING,TEMPORARY LIGHTING, WARNING SIGNS, FIRE ABOVE GRADE WALL R-21 PROTECTION,AND OTHER NECESSARY MEANS. BELOW GRADE WALL R-21 (INTERIOR) BELOW GRADE WALL R-10 (EXTERIOR) 13. PROVIDE NEW, UNDAMAGED PRODUCTS PERTHE DRAWINGS EXCEPT FLOOR ABOVE UNHEATED SPACE R-30 AS APPROVED BYTHE ARCHITECT ORWHERE''REUSED" OR FLOOR ABOVE HEATED SPACE R-38 "SALVAGED" ITEMS ARE SPECIFIED. CONTRACTOR IS RESPONSIBLE FOR SLAB ON GRADE R-10 (UNDER ENTIRE SLAB PER COORDINATION AND COMPATIBILITY OF ALL PRODUCTS. INSTALL OPTION IA) PRODUCTS PERTHE MANUFACTURER'S GUIDELINES AND SPECIFICATIONS. 5. HEATED BUILDING ENVELOPES SHALL CONFORM TO 2018 WASHINGTON STATE ENERGY CODE. USE PRESCRIPTIVE COMPLIANCE o 14. THE PROJECT SITE WILL BE OCCUPIED BY HOMEOWNER DURING METHOD, SECTION 406.2.4 MEDIUM DWELLING UNIT (3.5 CREDITS). SEE CONSTRUCTION ENREGY CREDIT NOTES. 15. CONTRACTOR SHALL NOTIFYTHE DESIGNER IMMEDIATELY ABOUT GROSS ADDED FLOOR AREA = 0 SF ANY DISCREPANCIES BETWEEN THE DRAWINGS AND APPLICABLE GROSS NEW HEATED FLOOR AREA = 0 SF CODES PRIORTO PROCEEDING WITH WORK. GROSS NEW GLAZING (WINDOW PLUS GLAZED DOOR) = 0 SF 16. CONTRACTOR SHALL NOTIFYTHE DESIGNER IMMEDIATELY ABOUT 6. SYSTEM SHALL BE EQUIPPED WITH A WHOLE HOUSE VENTILATION ANY DISCREPANCIES BETWEENTHE DRAWINGS AND EXISTING SYSTEM CAPABLE OF PROVIDING AT LEAST .35 AIR CHANGES PER CONDITIONS PRIORTO PROCEEDING WITH WORK. THE FOLLOWING HOUR, BUT NOT LESSTHAN 15 CUBIC FEET PER MINUTE PER DIMENSIONS ARETYPICAL: BEDROOM. (A) AT CONCRETETO FACE OFWALL SYSTEM SHALL SUPPLY OUTSIDE AIRTO HABITABLE ROOMSTHROUGH (B) AT EXTERIOR FRAMED WALLSTO FACE OF FRAMING THE FORCED AIR SYSTEM. SYSTEM SHALL BE CONSTRUCTEDTO HAVE (EXCLUDING SHEATHING) THE CAPABILITY FOR CONTINUOUS OPERATION AND SHALL HAVE A (C) AT INTERIOR FRAMED WALLSTO FACE OF FRAMING MANUAL CONTROL AND AUTOMATIC CONTROL ON ATIMER. AT (D) TOTOP OF SLAB,TOP OF FLOOR SHEATHING, ORTOP OF FINAL INSPECTION TIMER SHALL BE SETTO OPERATETHE WHOLE PLATE ATVERTICAL BUILDING SECTIONS. HOUSE FAN FORA MINIMUM OF EIGHT HOURS A DAY. 17. USE CALCULATED DIMENSIONS ONLY NOTIFY DESIGNER IMMEDIATELY SOURCE SPECIFIC FAN IS BEING USED FORVENTILATION IN EACH IF CONFLICTS EXIST. ALL DIMENSIONS ARETO FACE OF STUD OR FACE BATHROOM AND OR LAUNDRY ROOM. OF NEW CONCRETE IN NEW CONSTRUCTION UNLESS NOTED OTHERWISE. DO NOT SCALE DIMENSIONS FROM DRAWINGS. 7, MINIMUM OF 90% OF ALL NEW INTERIOR LUMINARIES SHALL BE HIGH EFFICACY LUMINAIRES. ALL NEW EXTERIOR LIGHTING SHALL BE HIGH 18. CONTRACTOR SHALLVERIFY ALL DIMENSIONS, GRADES,AND EXISTING EFFICACY LUMINAIRES. CONDITIONS PRIORTO PROCEEDING WITH WORK AND NOTIFYTHE DESIGNER OF ANY DISCREPANCY IN THE DRAWINGS. 8. AIR LEAKAGE SHALL NOT EXCEED 5 AIR CHANGES PER HOUR AND SHALL BETESTEDAS SUCH.AWRITTEN REPORT OFTHETEST RESULTS 19.VERIFY ALL ROUGH -IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE SHALL BE SIGNED BYTHETESTING PARTYAND PROVIDEDTOTHE CONTRACT AND BY OTHERS. BUILDING INSPECTOR PRIORTO CALL FOR FINAL INSPECTION. 20. CONTRACTOR SHALLVERIFY SITE CONDITIONS, LOCATIONS,AND VENTILATION NOTES DISPOSITION OF UTILITIES AND EASEMENTS. CAP MARK AND PROTECT UTILITIES AS NECESSARY TO COMPLETETHE WORK. 1. ALL WORK SHALL COMPLY WITH THE WASHINGTON STATE VENTILATION AND INDOOR AIR QUALITY CODE. - 21. CONTRACTOR SHALL LEAVE SITE AND HOUSE IN SIMILAR OR BETTER CONDITION THAN BEFORE CONSTRUCTION. REMOVE ALL DUST, 2. INTERIOR DOORS SHALL BE UNDERCUTTO A MINIMUM OF 1 /2"ABOVE PAINT SPOTS,TRASH,AND DEBRIS FROM CONSTRUCTION ACTIVITIES. THE FINISHED FLOOR. FIRESTOPPING AND DRAFTSTOPPING SHALL CONSIST OF 2X NOMINAL INSULATION NOTES LUMBERAND IS REQUIRED INTHE FOLLOWING PLACES: CONCEALED SPACES AT ALL FLOOR AND CEILING LEVELS; AT IU INTERVALSALONG I. HEATED BUILDING ENVELOPES SHALL CONFORMTOTHE 2015. THE LENGTH OFTHE WALL; INTERCONNECTIONS BETWEEN WASHINGTON STATE ENERGY CODE. 18 CONCEALED VERTICAL AND HORIZONTAL SPACES LIKE SOFFITS; CONCEALED SPACES BETWEEN STAIR STRINGERS ATTOP AND 2, FACED BATT INSULATION SHALL BE STAPLED AT FACE,3, PROVIDE BOTTOM OFTHE RUN. MILLIMETER INTERIORVAPOR RETARDER ORAPPROVED POLYVIN ACETATE (PVA) PAINT. ROCK WOOL SHALL BE INSTALLED AROUND ALL OPENINGS FOR VENTS, PIPES, DUCTS, OR SIMILAR. 3. PROVIDE EXTERIOR MOISTURE BARRIER MEMBRANE (TYVEK OR EQUAL) OVER EXTERIOR SHEETING. EMERGENCY EGRESS WINDOWS SHALL MEETTHE FOLLOWING REQUIREMENTS: 4. INSULATION SHALL NOT BE COMPRESSED. CLEAR OPEN WIDTH 20" MINIMUM 5. NON -RECIRCULATION HOT AND COLD WATER PIPES LOCATED I CLEAR OPEN HEIGHT 24" MINIMUM UNCONDITIONED SPACE SHALL BE INSULATEDTO R-3 MINIMUM. CLEAR OPEN AREA 5.7 SF MINIMUM SILL HEIGHT 42" MAXIMUM 22. GUARANTEE ON ALL MATERIALS AND WORKMANSHIP SHALL BE ONE 3. USE 90 CUBIC FEET PER MINUTE (CFM) MINIMUM FAN IN BATHROOM Q (I) YEAR FROM DATE OF COMPLETION UNLESS NOTED OTHERWISE. AND 110 CFM MIN FAN IN LAUNDRY AND KITCHEN OVER RANGE, 00 N 23. CONTRACTOR IS RESPONSIBLE FORTHE WATERTIGHTNESS OF ALL 4. EXHAUST FANS SHALL HAVE ATIGHT FITTING BACK DRAFT DAMPER. J U DETAILS AND SHALL PROVIDE FLASHING AS NECESSARY WHETHER INDICATED ONTHE DRAWINGS OR NOT. PENETRATIONS THROUGH 5. EXHAUST DUCTS SHALL BE UL 181 LISTED ''DUCT". TERMINATE THE FLOORAND CEILING SHALL BE CAULKED AND SEALED. EXTERIOR MINIMUM OF 36''AWAY FROM ALL OPENINGS AND PROVIDE R-4 OPENINGS EXPOSED TO WEATHER SHALL BE FLASHED TO MAKETHEM MINIMUM INSULATION VALUE IN UNCONDITIONED SPACES. WATERPROOF. INTERIORAREA OF WORK SITE PLAN SCALE: I" = 10' moo. .............. / N 4.7' / 7.8' 3' ♦ I I_ ♦ .2' �,4 16'-7" Lr) Ln Do t n 16S�gcF %%,., 9 r PRIMARY RESIDENCE 2,081 sq ft ?� 2' ..... 2' z w 2, r 4.7' N „h CVRD. PATIO 48sgft DRIVEWAY 1,035 sq ft I _-' 1 1 /2" 25' >eparate Plumbing Permit Required. 'lease apply via MyBuildingPerm it.com City Of Edmonds Building Department LWork KITCHEN REMODEL Address � 8919 188TH ST SW Owner KESSLER Approved Date 01/25/2024 ....................................� ........................................ Building Official Er�& C44^fe' P rmit Number BLD2024-0073 ViE ROAD SETBACK ACCESS EASM ENT 1 N 188TH STREET SW. VAKEdesign, LLC Maggie Hanna 2920 NW CROSSING DRIVE BEND, OR 97703 p: 661.202.9743 maggiemakedesignOgmail.com Copyright 2023,WAKEdesign, LLC. This document and the information contained rein may not be reproduced or excerpted m without the express written permission ot WAKEdesign, LLC. Unauthorized copying, li disclosure, or construction use is prohibited by Interconnected Smoke Alarms Are A Requirement; copyright law. Of This Permit In Accordance With R314.2.2 PROJECT TEAM OWNER - ENGINEER - INTERIOR DESIGNER - WILLIAM & HOLLY KESSLER 8919 188TH ST SW EDMONDS,WA 98026 BYKONEN CARTER QUINN Jeffrey Kranz 2033 6TH AVE., #995 SEATTLE,WA 98121 T: 206.264.7784 E: jk@bcq-se.com DESIGN LOVE SEATTLE Shannon Boyle E: shannon@design-love.com PROJECT DESCRIPTION INTERIOR KITCHEN REMODEL AND WALL OPENING. PROJECT INFORMATION ADDRESS - OWNER - PAECEL NUMBER - LEGAL DESCRIPTION - ZONE - LOT AREA COVERAGE 8919 188TH ST SW EDMONDS,WA 98026 WILLIAM & HOLLY KESSLER 00434600003605 EDMONDS SEAVIEWTRACTS BILK 000 D-05 LOT I OF CITY OF EDM SP NO S-94-204 RECAF NO 9504100413 BEING A PTN OF LOT 36 EXST PLAT RS-12 LOT AREA - ALLOWABLE LOT COVERAGE - 17,859.6 SF X .35 = EXISTING LOT COVERAGE - EXISTING HOUSE (HEATED) EXISTING CVRD. PATIO PROPOSED ADDITION (HEATED) TOTAL BUILDING COVERAGE 17,859.6 SQ FT (0.41 ACRES) SF 6,250.86 SF 2,081 SF 48 SF 0 SF 2,129 SF ENERGY CREDITS 0 CREDITS OT REQUIRED.WE ARE NOTADDING ADDITIONAL HEATED SPACE. VICINITY MAP r Picnic 148th StSW Point -North ee a u Lynnwood D Meadowdale a ° Beach Park n � 525 Meadowdale Playfields O 168th St SW a L Stamm Overlook Park a szs © OElroi Adult H Mart Lynnwood Family Home LLC O` • PERRINVILLE s QAlde ood Lynnwood Q QAMC Alderwood Mall Recreation Center U PugetOt sza Lynnwood r � THE BOWL Edmonds College0 OFEDMONDS Kingstcn Ferry s ALDERWOOD Marina each Park each Mains[ SEATTLEHEIGHTS 208thStSW `a,chh�y c11 Aid 21 nn St sw 212th St Sw E0 > dmonds . P � City Po Foods® Ni0otnstsw o II\ Wnndwn $ ? 9, KESSLER KITCHEN REMODEL WILLIAM & HOLLY KESSLER 8919 188TH ST SW EDMONDS,WA 98026 SHEET INDEX: ID NAME CVR COVER SHEET A-1.0 DEMO & PROPOSED PLAN - MAIN FL... A-1.1 EXISTING PLAN - UPPEER FLOOR & R... A-2.0 ELEVATIONS, SCHEDULES, & DETAILS A-3.0 INTERIOR ELEVATIONS A-3.1 INTERIOR ELEVATIONS (1) S I.0 GENERAL STRUCTURAL NOTES S2.0 STRUCTURAL FRAMING PLANS OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE APPROVED PLANS MUST B ON JOB SITE SHEETTITLE: COVER SHEET ISSUED: 1 / 16/24 SHEET NUMBER: CVR DO STAMP RECEIVED Jan 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT FLOOR PLAN LEGEND WALL TO BE REMOVED SEE PLANS EXISTING WALL 0 TO REMAIN PAINT PER OWNER PROPOSED 2X4 INTERIOR WALL 1 /2" INTERIOR GYP BOTH SIDES O/ 2X4 FRAMING @ 16" O.C. SOUND BATT INSULATION @ ALL BATHROOMS SMOKE ALARM 5o INSTALLED IN ALL BEDROOMS AND LIVING SPACES SMOKE / CARBON MONOXIDE ALARM LISTED AS COMPLYING W/ UL 2034 & INSTALLED IN ACCORDANCE W/ NFPA 72 O EXHAUST FAN 110 CFM EXHAUST FAN (390 CFM MAX (9 KITCHEN VENT); GROUND FAULT CIRCUIT INTERRUPTER PROVIDE @ ALL BATHROOMS; SEE PLANS GFCI MOUNT @ 42" AFF UNLESS OTHERWISE SPECIFIED REMOVE WINDOW. PROVIDE R-21 BATT INSULATION WITHIN CAVITY, MATCH EXTERIOR SIDING. DID CAVCACT NOOK 0 F- I OVEN I L-- +/- 1 1 1 /4' KIT( LAUNDRY 00 i F RN ROOM FAMILY ROOM ^H /2„ - - - 0 +/- 43/4" L-IAI I I I\/I A I!" 1\V V I I DEN FOYER CL. CL. FDT,W,TAT., IN is REFERTO INTERIOR ELEVATION (SHEET 3.0 & 1) FOR CABINETRY DESIGN AND KITCHEN DETAILED DIMENSIONS. CONFERWITH INTERIOR DESIGNER BEFORE PROCEEDING WITH WORK. WAKEdesign, LLC Maggie Hanna 2920 NW CROSSING DRIVE BEND, OR 97703 p: 661.202.9743 e: maggiemakedesign@gmail.com © Copyright 2023,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. KESSLER KITCHEN REMODEL WILLIAM & HOLLY KESSLER 8919 188TH ST SW EDMONDS,WA 98026 SHEET INDEX: ID NAME CVR COVER SHEET A-1.0 DEMO & PROPOSED PLAN - MAIN FL... A-1.1 EXISTING PLAN - UPPEER FLOOR & R... A-2.0 ELEVATIONS, SCHEDULES, & DETAILS A-3.0 INTERIOR ELEVATIONS A-3.1 INTERIOR ELEVATIONS (1) S I D GENERAL STRUCTURAL NOTES S2.0 STRUCTURAL FRAMING PLANS SHEETTITLE: DEMO & PROPOSED PLAN - MAIN FLOOR ISSUED: 1 / 16/24 SHEET NUMBER: A-I.0 DO STAMP RECEIVED Jan 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT PROPOSED - MAIN FLOOR PLAN DEMOLITION - MAIN FLOOR PLAN SCALE: 1 /4" = 1 '-0" SCALE: 1 /4" = 1 '-0" WAKEdesign, LLC Maggie Hanna 2920 NW CROSSING DRIVE BEND, OR 97703 p: 661.202.9743 e: maggie.wakedesign@gmail.com © Copyright 2023,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. KESSLER KITCHEN REMODEL WILLIAM & HOLLY KESSLER 8919 188TH ST SW EDMONDS,WA 98026 SHEET INDEX: ID NAME CVR COVER SHEET A-1.0 DEMO & PROPOSED PLAN - MAIN FL... A-1.1 EXISTING PLAN - UPPEER FLOOR & R... A-2.0 ELEVATIONS, SCHEDULES, & DETAILS A-3.0 INTERIOR ELEVATIONS A-3.1 INTERIOR ELEVATIONS (1) S I D GENERAL STRUCTURAL NOTES S2.0 STRUCTURAL FRAMING PLANS SHEETTITLE: EXISTING PLAN - UPPEER FLOOR & RO O F ISSUED: 1 / 16/24 SHEET NUMBER: A-1,1 DO STAMP RECEIVED Jan 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXISTING - UPPER FLOOR (REFERENCE ONL SCALE: 1 /4" - 1 '-0" EXISTING - ROOF PLAN PLAN (REFERENCE ONL SCALE: 1 /4" - 1 '-0" STEP I STEP STEP STEP WINDOW SCHEDULE FOLD EXTEND END ID QTY SIZE OPERATION U—VALUE NOTES MAIN DO NOT T DAM TO W HT CUT AT SEAM _ MAINTAIN N FACE OF N POSITIVE SLOPE CLADDING WI 2 1 '-3" 3' FIXED 0.28 VERIFY WITH INTERIOR DESIGNER z W2 2 2'-6" 2'-4" FIXED 0.28 VERIFY WITH INTERIOR DESIGNER W3 1 6'-3" 2'-4" FIXED 0.28 VERIFY WITH INTERIOR DESIGNER sM Ilo° ° W4 1 6'-3" 3' SLIDER 0.28 VERIFYWITH INTERIOR DESIGNER WAKEdesign, LLC 6 Maggie Hanna ro FOLDED SAFETY EDGE NOTCH OUT FRONT FACE FOLD UP EDGE FOLD OVER OUTER CORNER_ WINDOW NOTES: 2920 NW CROSSING DRIVE RO CREATE SAFETY EDGE - ALL WINDOWS SHALL BE N.F.R.C. CERTIFIED - GLAZING SHALL BE DOUBLE -PANED INSULATED GLASS OR BETTER UNLESS OTHERWISE NOTED BEND, OR 97703 S. OVERLAP SUCCESSIVE WEATHER- - WINDOW GLAZING SHALL HAVE A MAXIMUM U-FACTOR OF .28. GLAZED EXTERIOR DOORS SHALL HAVE A MAXIMUM U-FACTOR OF .20. 661 .202.9743 - ALL GLAZING WITHIN 18" OF FLOORS, 24" FROM STAIRS, 24" FROM EXTERIOR DOOR SHALL BETEMPERED SAFETY GLASS. GLAZED P RESISTIVE BARRIERS IN SINGLE OPERABLE DOORS, SHOWER DOORS, AND BATHTUB/HOTTUB/SAUNA ENCLOSURES WITH BOTTOM EDGE LESSTHAN 60" ABOVETHE e: ma iemakedn mail.com FASHION FLOOR DRAIN SHALL BETEMPERED SAFETY GLASS. gg esi g @g - EGRESS WINDOWS MUST MEETTHE FOLLOWING REQUIREMENTS: © Copyright 2023,WAKEdesign, LLC. This CLEAR OPENING WIDTH: 20" MINIMUM document and the information contained CLEAR OPENING HEIGHT: 24" MINIMUM herein may not be reproduced or excerpted CLEAR OPENING AREA: 5.7 SF from without the express written permission SILL HEIGHT: 44" MAXIMUM of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by 2. INSTALL SIDEWINDOW ��� copyright law. BARRIER STRIPS KESSLER KITCHEN REMODEL WILLIAM &HOLLY KESSLER 4. INSTALL HEAD FLASHING & OVERLAP 8919 188TH ST SW W/ UPPERWINDOW BARRIER STRIP EDMONDS,WA 98026 SHEET INDEX: I. INSTALL LOWER BARRIER STRIP OVER ID NAME WEATHER -RESISTIVE BARRIER INSTALLEDTO 3. INSTALLWINDOW UNDERSIDE OF OPENING CVR COVER SHEET A-1.0 DEMO & PROPOSED PLAN - MAIN FL... I. LAP PAN FLASHING OVER FLAP OF HOUSE WRAP. 2. INSTALL SIDE SPLINES,THEN HEAD FLASHING. A- 1. I EXISTING PLAN - UPPEER FLOOR & R... THEN SET WINDOW INTO SEALANT ON TOP & LATER WEAVE HOUSE WRAP UNDER FLAP AND TWO SIDES. TAPE ALONG SIDE JAMBS. A-2.0 ELEVATIONS, SCHEDULES, & DETAILS A-3.0 INTERIOR ELEVATIONS BEDWINDOW IN PEEL & STICK A-3.1 INTERIOR ELEVATIONS (1) SEALANT @TOP & FLASHING SEALED TO SIDES SHEATHING Ali S I.0 GENERAL STRUCTURAL NOTES w S2.0 STRUCTURAL FRAMING PLANS Lu jj PAN FLASHING OF ��� J C9 MOLDABLE PEEL & STICK MEMBRANE A�" CO,A I ;0011 S SOUTH ELEVATION HOUSWRAP EXTENDS DOWN LAYER FLAP OVER TO SILL OR BOT.OF BAND JOIST HOUSEWRAPWHEN INSTALLED I. CUT MODIFIED "1" 2. APPLY SILL FLASHING IN HOUSE WRAP & SEALANT I II SEALANTALONG TURN UP 6" I S H E ET TITLE: HEAD &SIDES ONLY ELEVATIONS, PATCH CORNERS SCHEDULES, & CUT & FOLD THE PEEL & DETAILS STICK FLASHING ISSUED: I / 16/24 TAPE CUTS OVER F3. & SIDE ELFLASH NGW 4. FLASHING APPLY D S. HEAD FLASHING SHEET NUMBER: REMOVE WINDOW. PROVIDE R-2I BATT INSULATION WITHIN CAVITY, MATCH EXTERIOR SIDING. EXTEND 6" SEALTO -2,0 SHEATHING "J w DO STAMP w Ll J Ci N �0 RECEIVED Jan 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES PEEL & STICK DEPARTMENT FLASHING or FLASHING DETAIL I SCALE:3/8" = I'-0" ��� WEST ELEVATION CABINET DETAILS: DURA SUPREME BRIA (FRAMELESS) HUDSON DOOR STYLE BASES = PAINTED (CUSTOM COLOR) WALLS = PAINTED WHITE MAPLE DOVETAIL DRAWER BOXES MAPLE MELAMINE INTERIORS CROWN = L-SHAPE, FLAT LIGHT RAIL = FLAT FILLERS = FLUSH CEILING HEIGHT = 96" +/- (IN LOWER AREA) CEILING HEIGHT = VAULTED (IN OLD DINING AREA) CABINET HEIGHT = 93" HIGH 4 A 2':?IA-- 9 40_7/011 "Progress, Not For Install" design loveseattle Bill & Holly Kessler 8919 188th St SW / Edmonds, WA 98026 NO SCALE Date: 01/05/24 KITCHEN LAYOUT 11-1/4" 30" 61-1 /2" 30" New Window New Window 19-1/2" 15" 15" 19-1/2" Adj. Shelves Inside M M I New New indow Windo D � D ao 33" I 12" 1-1/2" 1 (A) Top Drawer = (B) Tray/ Adj. Utensil Dividers Cutting Bottom Deep Drawers Board For Pots & Pans Pullout v 00 N 1/2" Adj. Shelves Nt Inside 12" co CONFIRM SIZING OF PANTRY CABINET W/ N STRUCTURAL M 00 13-1 /2" 3/4" 3/4" 4x Rollouts In Taller Section 2 NORTH PANTRY 33-1 /2" 75" N New Window N Q0 "' New Window 30-3/4" Beam? co f0 M Countertop 36" 33" 33" 1-1/2" Dog Food To All Cabinets 12" Deep Be Stored In Lower W/ Adj. Shelves Inside Section Of Pantry (Dog Bowls To Sit On Floor In Front Of Cabinet) EAST INTERIOR ELEVATION Soffit mn 36" 1-1/2" M rn 00 ao o D o 0 DD Refrigerator Freezer Refrigerator Freezer Wall Cabinets are 24" Deep (Storage for Glasses, Dishes) False Panels Above 42" 1-1/2" 30" 1-1/2" 1-1/2" 60" 1-1/2" 24" 1 Floating Shelves D D D Appliance Garage Bi-Fold Advantium Doors D D Oven (E) 24" 5" 24" 36" 24" 31 " 24" 21-1 /8" 30" 301, 30" 48" 21" 24" D/w (A) Sink Mat D/w Top Drawer for Angled Cabinet (C) Blind Corner (D) 2x 4" High 1-1/2" 1-1/2" (C) Top 2 Drawers 3 Silverware (No Dividers) W/ Adj. Shelves Cabinet Rollout Shelves To Have Bottom Deep Drawers Inside (For Additional Spice Trays for Plates & Bowls, on Small Appliances) Non -Slip Mats (B) WAKEdesign, LLC Maggie Hanna 2920 NW CROSSING DRIVE BEND, OR 97703 p: 661.202.9743 e: maggie.wakedesign@gmail.com © Copyright 2023,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. KESSLER KITCHEN REMODEL WILLIAM & HOLLY KESSLER 8919 188TH ST SW EDMONDS,WA 98026 SHEET INDEX: ID NAME CVR COVER SHEET A-1.0 DEMO & PROPOSED PLAN - MAIN FL... A-1.1 EXISTING PLAN - UPPEER FLOOR & R... A-2.0 ELEVATIONS, SCHEDULES, & DETAILS A-3.0 INTERIOR ELEVATIONS A-3.1 INTERIOR ELEVATIONS (1) S I D GENERAL STRUCTURAL NOTES S2.0 STRUCTURAL FRAMING PLANS SHEETTITLE: INTERIOR ELEVATIONS ISSUED: 1 / 16/24 SHEET NUMBER: A-3,0 DO STAMP RECEIVED Jan 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT SOUTH INTERIOR ELEVATION WEST INTERIOR ELEVATION 1-1/2" ISLAND A - DRAWER STORAGE FOR UTENSILS, FOILS, WRAPS & BAGS 18" I 21 " I 18" I 24" 21 " I 12" (A) 2X 4" H T T (B) WASTE ) 1-1 /2" yj ROLLOUITS 60" & RECYCLE 57" 12" � 12" 36" ��� 60" SUPPORT COLUMN SUPPORT COLUMN N v M ISLAND B 0 e e I � ; e 12" 15" 30" 15" BEV. (C) COOLER 75" TRAYS 12" 1 21" I 24" 57" 24" 12" 1-1/2" 36„ 63" 12" 75" KITCHEN ISLAND ELEVATIONS 12" 24" 36" DORT JMN "Progress, Not For Install" designloveseattle Bill & Holly Kessler 8919 188th St SW / Edmonds, WA 98026 NO SCALE Date: 01/05/24 KITCHEN VIEWS WAKEdesign, LLC Maggie Hanna 2920 NW CROSSING DRIVE BEND, OR 97703 p: 661.202.9743 e: maggie.wakedesignggmail.com © Copyright 2023,WAKEdesign, LLC. This document and the information contained herein may not be reproduced or excerpted from without the express written permission of WAKEdesign, LLC. Unauthorized copying, disclosure, or construction use is prohibited by copyright law. KESSLER KITCHEN REMODEL WILLIAM & HOLLY KESSLER 8919 188TH ST SW EDMONDS,WA 98026 ID SHEET INDEX: NAME CVR COVER SHEET A-1.0 DEMO & PROPOSED PLAN - MAIN FL... A-1.1 EXISTING PLAN - UPPEER FLOOR & R... A-2.0 ELEVATIONS, SCHEDULES, & DETAILS A-3.0 INTERIOR ELEVATIONS A-3.1 INTERIOR ELEVATIONS (1) S I D GENERAL STRUCTURAL NOTES S2.0 STRUCTURAL FRAMING PLANS S H EET TITLE: INTERIOR ELEVATIONS (1) ISSUED: I / 16/24 SHEET NUMBER: A-3,1 DCI STAMP RECEIVED Jan 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT GENERAL STRUCTURAL NOTES BRONEN CARTER QUINN - STRUCTURAL ENGINEERING (The following apply unless shown otherwise on the plans) CRITERIA 18. TIMBER CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NUMBER C-C-2019. EQUIVALENT DEVICES BY OTHER MANUFACTURERS MAY BE SUBSTITUTED, PROVIDED THEY HAVE ICC-ES 1. ALL MATERIALS WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE 2018 APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER TO INTERNATIONAL BUILDING CODE (IBC) INCLUDING WASHINGTON STATE MODIFICATIONS. ACHIEVE THE MAXIMUM PUBLISHED ALLOWABLE LOAD. ALL CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS OR BOLTS IN EACH MEMBER. 2. DESIGN LOADING CRITERIA SHIMS, WHERE REQUIRED, SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. SNOW LOAD ROOF SNOW LOAD, Pr = 25 PSF ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG IMPORTANCE FACTOR, Is= 1.0 SCREWS BEARING ON WOOD. ALL LAG SCREWS SHALL BE INSTALLED IN PRE -DRILLED HOLES. FLOOR LIVE LOAD (RESIDENTIAL) 40 PSF 3. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. ALL DIMENSIONS SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED FOR REFERENCE ONLY. REFER TO ARCHITECTURAL DRAWINGS FOR ALL DIMENSIONS. 4. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE STRUCTURAL DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. 5. CONTRACTOR SHALL PROVIDE TEMPORARY BRACING FOR THE STRUCTURE AND STRUCTURAL COMPONENTS UNTIL ALL FINAL CONNECTIONS UNLESS NOTED OTHERWISE ALL SAWN LUMBER JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "LUS" SERIES JOIST HANGERS AND ALL PREFABRICATED PLYWOOD WEB JOISTS SHALL BE CONNECTED TO FLUSH BEAMS WITH "IUS" SERIES JOIST HANGERS. ALL CONNECTIONS/FASTENERS IN CONTACT WITH PRESERVATIVE -TREATED OR FIRE -RETARDANT -TREATED WOOD, SHALL BE OF HOT DIPPED ZINC -COATED GALVANIZED STEEL OR STAINLESS STEEL. HOT DIPPED GALVANIZED FASTENERS SHOULD CONFORM TO ASTM STANDARD 153, AND HOT DIPPED GALVANIZED CONNECTORS SHOULD CONFORM TO ASTM STANDARD A653 (CLASS G-185). STAINLESS STEEL FASTENERS AND CONNECTORS SHOULD BE TYPE 304 OR 316. NOTE: ELECTROPLATED GALVANIZED FASTENERS AND CONNECTORS ARE NOT TO BE USED WITH PRESSURE TREATED WOOD. SIMPSON PRODUCT FINISHES CORRESPONDING TO THE ABOVE REQUIREMENTS ARE ZMAX (HOT DIPPED GALVANIZED) AND SST300 (STAINLESS STEEL). STAINLESS STEEL HARDWARE AND FASTENERS SHALL NOT BE COMBINED WITH UNTREATED OR GALVANIZED MATERIAL. HAVE BEEN COMPLETED IN ACCORDANCE WITH THE PLANS. 19. WOOD FASTENERS: 6. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES A. NAIL SIZES SPECIFIED ON DRAWINGS ARE BASED ON THE FOLLOWING SPECIFICATIONS: REQUIRED TO PERFORM THE WORK. THE STRUCTURAL ENGINEER HAS NO OVERALL SUPERVISORY AUTHORITY OR ACTUAL AND/OR DIRECT RESPONSIBILITY FOR THE SPECIFIC WORKING CONDITIONS AT THE SITE AND/OR FOR ANY HAZARDS RESULTING FROM THE ACTIONS OF ANY SIZE LENGTH DIAMETER TRADE CONTRACTOR. THE STRUCTURAL ENGINEER HAS NO DUTY TO INSPECT, SUPERVISE, NOTE, CORRECT, OR REPORT ANY HEALTH OR 6d 2" 0.113" SAFETY DEFICIENCIES OF THE OWNER, CONTRACTORS, OR OTHER ENTITIES OR PERSONS AT THE PROJECT SITE. 8d 2-1/2" 0.131" 10d 3" 0.148" 7. CONTRACTOR -INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT AND STRUCTURAL ENGINEER FOR APPROVAL PRIOR 12d 3-1/4" 0.148" TO FABRICATION OR CONSTRUCTION. CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT. 16d 3-1/2" 0.162" 8. 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. 9. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE 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 10. FOUNDATION NOTES: ALLOWABLE BEARING PRESSURE AND COEFFICIENT OF FRICTION HAVE BEEN ASSUMED PER IBC TABLE 1806.2. LATERAL EARTH PRESSURES HAVE BEEN ASSUMED PER IBC TABLE 1610.1. IT HAS BEEN ASSUMED THAT EXISTING SOILS ARE A COMBINATION OF SAND, SILTY SAND, AND POORLY GRADED SAND-SILT/SAND GRAVEL MIXES. 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. ALLOWABLE SOIL PRESSURE RENOVATION 2,000 PSF 11. DEMOLITION: CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS BEFORE COMMENCING ANY DEMOLITION. SHORING SHALL BE INSTALLED TO SUPPORT EXISTING CONSTRUCTION AS REQUIRED, AND IN A MANNER SUITABLE TO THE WORK SEQUENCES. EXISTING REINFORCING SHALL BE SAVED WHERE AND AS NOTED ON THE PLANS. SAW CUTTING, IF AND WHERE USED, SHALL NOT CUT EXISTING REINFORCING THAT IS TO BE SAVED. DEMOLITION DEBRIS SHALL NOT BE ALLOWED TO DAMAGE OR OVERLOAD THE EXISTING STRUCTURE. LIMIT CONSTRUCTION LOADING (INCLUDING DEMOLITION DEBRIS) ON EXISTING FLOOR SYSTEMS TO 40 PSF. a. ALL NEW OPENINGS THROUGH EXISTING WALLS, SLABS AND BEAMS SHALL BE ACCOMPLISHED BY SAW CUTTING WHEREVER POSSIBLE. OVERCUTTING AT CORNERS SHALL NOT BE PERMITTED. b. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND LOCATION OF MEMBERS PRIOR TO CUTTING ANY OPENINGS. c. SMALL ROUND OPENINGS SHALL BE ACCOMPLISHED BY CORE DRILLING, IF POSSIBLE. d. WHERE NEW REINFORCING TERMINATES AT EXISTING CONCRETE, THREADED BARS INTO THREADED EXPANSION INSERTS IN EXISTING CONCRETE SHALL BE PROVIDED TO MATCH HORIZONTAL REINFORCING, UNLESS OTHERWISE NOTED ON PLANS. 12. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES, AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE VERIFIED. THE CONTRACTOR SHALL BRING ALL CONFLICTS AND DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER. CONCRETE 13. CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED, AND PLACED IN ACCORDANCE WITH ACI 318-14 AND ACI 301-16. CONCRETE SHALL ATTAIN A 28-DAY STRENGTH (f'c) OF 3500 PSI BASED ON EXPOSURE CLASS F1, SHALL CONTAIN NO LESS THAN 5-1/2 SACKS OF CEMENT, HAVE A MAXIMUM WATER/CEMENT RATIO OF 0.45, MAXIMUM AGGREGATE OF 3/4-INCH, AND A SLUMP OF 5 INCHES OR LESS. CONCRETE HAS BEEN DESIGNED BASED ON A CONCRETE STRENGTH (f'c) OF 2500 PSI PER INTERNATIONAL BUILDING CODE SECTION 1705.3 EXCEPTION 2.3 TO AVOID SPECIAL INSPECTIONS AND MATERIAL TESTING. ALL CONCRETE WITH SURFACES EXPOSED TO STANDING WATER SHALL BE AIR -ENTRAINED WITH AN AIR -ENTRAINING AGENT CONFORMING TO ASTM C260, C494M, AND C618. UNLESS OTHERWISE NOTED THE TOTAL AIR CONTENT SHALL BE 5%. AIR CONTENT SHALL BE SAMPLED IN ACCORDANCE WITH ASTM C172 AND AIR CONTENT MEASURED IN ACCORDANCE WITH ASTM C231 OR C173. 14. REINFORCING STEEL SHALL CONFORM TO ASTM A615 (INCLUDING SUPPLEMENTS S1), GRADE 60, Fy = 60,000 PSI. 15. DETAILING OF REINFORCING STEEL (INCLUDING HOOKS AND BENDS) SHALL BE IN ACCORDANCE WITH ACI SP-66-04 AND ACI 318-14 CHAPTER 25. LAP ALL REINFORCEMENTS AS FOLLOWS: BAR SIZE MINIMUM LAP LENGTH MINIMUM HOOK EMBEDMENT #3 24-INCHES 6-INCHES #4 31-INCHES 8-INCHES #5 39-INCHES 11-INCHES PROVIDE CORNER BARS AT ALL WALL AND FOOTING INTERSECTIONS. 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 SPECIFICALLY SO DETAILED OR APPROVED BY THE STRUCTURAL ENGINEER. FIELD BENDING OF GRADE 60 REINFORCEMENT SHALL NOT BE ALLOWED. 16. CONCRETE PROTECTION (COVER) FOR REINFORCING STEEL SHALL BE AS FOLLOWS: FOOTINGS AND OTHER UNFORMED SURFACES CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" ALL OTHER CASES 1-1/2" 17. LAMINATED STRAND LUMBER (LSL): EACH PIECE SHALL BEAR A STAMP OR STAMPS NOTING THE NAME AND PLANT NUMBER OF THE MANUFACTURER, THE GRADE, PRODUCT DESIGNATION OR TYPE, THE PRODUCTION DATE, SPECIES OR SPECIES GROUP DESIGNATION, AND THE QUALITY CONTROL AGENCY. MEMBERS SHALL BE GLUED WITH A WATERPROOF ADHESIVE MEETING THE REQUIREMENTS OF ASTM D2559 WITH ALL GRAIN PARALLEL WITH THE LENGTH OF THE MEMBER. STRUCTURAL CAPACITIES SHALL BE ESTABLISHED IN ACCORDANCE WITH ASTM D5456 AND PRODUCT SHALL HAVE AN APPROVED ICC-ES EVALUATION REPORT. MEMBERS SHALL BE TRANSPORTED AND STORED PER MANUFACTURERS RECOMMENDATIONS AND SHALL NOT BE EXPOSED TO PROLONGED MOISTURE. MINIMUM REQUIRED DESIGN PROPERTIES: Fb = 2325 PSI, Fv = 310 PSI, E = 1,550,000 PSI, LSL RIM JOISTS SHALL CONFORM TO ANSI/APA PRR 410 AND SHALL BE MARKED IN ACCORDANCE WITH THE STANDARD. DESIGN SHOWN ON PLANS IS BASED ON LUMBER MANUFACTURED BY WEYERHAEUSER. ALTERNATE MANUFACTURERS MAY BE USED SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER, ALTERNATE JOIST HANGERS AND OTHER HARDWARE MAY BE SUBSTITUTED FOR ITEMS SHOWN PROVIDED THEY HAVE ICC-ES APPROVAL FOR EQUAL OR GREATER LOAD CAPACITIES. ALL JOIST HANGERS AND OTHER HARDWARE SHALL BE COMPATIBLE IN SIZE WITH MEMBERS PROVIDED. DESIGN IS BASED ON COMMON STEEL WIRE NAILS MEETING THE REQUIREMENTS OF ASTM F1667. USE OF ALTERNATE FASTENERS MUST BE SUBMITTED FOR REVIEW AND APPROVAL BY THE STRUCTURAL ENGINEER PRIOR TO THE START OF CONSTRUCTION. B. NAILS - PLYWOOD (APA RATED SHEATHING) FASTENERS TO FRAMING SHALL BE DRIVEN FLUSH TO FACE OF SHEATHING WITH NO COUNTERSINKING PERMITTED. 20. WOOD FRAMING NOTES - THE FOLLOWING APPLY UNLESS OTHERWISE SHOWN ON THE PLANS: A. ALL WOOD FRAMING DETAILS NOT SHOWN OTHERWISE SHALL BE CONSTRUCTED TO THE MINIMUM STANDARDS OF THE INTERNATIONAL BUILDING CODE. MINIMUM NAILING, UNLESS OTHERWISE NOTED, SHALL CONFORM TO TABLE 2304.10.1 OF THE INTERNATIONAL BUILDING CODE. UNLESS NOTED OTHERWISE, ALL NAILS SHALL BE AS SPECIFIED ABOVE. COORDINATE THE SIZE AND LOCATION OF ALL OPENINGS WITH MECHANICAL AND ARCHITECTURAL DRAWINGS. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. INSTALLATION OF BOLTS AND LAG SCREWS SHALL CONFORM TO SECTIONS 12.1.3 AND 12.1.4 OF THE 2018 NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. NATURALLY DURABLE OR PRESSURE TREATED WOOD SHALL BE PROVIDED WHERE REQUIRED BY SECTION 2304.12 OF THE INTERNATIONAL BUILDING CODE. B. WALL FRAMING: ALL STUD WALLS SHOWN AND NOT OTHERWISE NOTED SHALL BE 2X6 AT 16" O.C. TWO STUDS MINIMUM SHALL BE PROVIDED AT THE END OF ALL WALLS AND AT EACH SIDE OF ALL OPENINGS. TWO 2 x 8 HEADERS SHALL BE PROVIDED OVER ALL OPENINGS NOT OTHERWISE NOTED AND SHALL BEAR FULLY ON A MINIMUM OF TWO STUDS. SOLID BLOCKING FOR WOOD COLUMNS SHALL BE PROVIDED THROUGH FLOORS TO SUPPORTS BELOW. PROVIDE SOLID BLOCKING BETWEEN STUDS AT MID -HEIGHT OF ALL STUD WALLS OVER 10' IN HEIGHT. STUDS MAY BE NOTCHED, CUT, OR PENETRATED WITH ROUND BORED HOLES AS FOLLOWS: STUD SIZE MAXIMUM NOTCH / CUT MAXIMUM BORED HOLE 2X4 7/8" 1-3/8" 2X6 1-3/8" 2-1/8" BORED HOLES SHALL NOT BE LOCATED WITH 5/8" FROM THE EDGE OF THE STUD OR AT THE SAME LOCATION AS A NOTCH OR CUT. WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE. END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NAIL EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS. FACE NAIL DOUBLE TOP PLATE WITH 16d AT 12" O.C. AND LAP MINIMUM 4'-0" AT JOINTS AND PROVIDE EIGHT 16d NAILS AT 4" O.C. EACH SIDE OF JOINT. ALL STUD WALLS SHALL HAVE THEIR LOWER WOOD PLATES ATTACHED TO WOOD FRAMING BELOW WITH 16d NAILS AT 12" O.C. STAGGERED OR BOLTED TO CONCRETE WITH 5/8" DIAMETER ANCHOR BOLTS (WITH 7" MINIMUM EMBEDMENT) @ 4'_0" O.C. UNLESS INDICATED OTHERWISE. PROVIDE 3"x3" x1/4" HOT -DIPPED GALVANIZED PLATE WASHERS AT ALL ANCHOR BOLTS. INDIVIDUAL MEMBERS OF BUILT-UP POSTS SHALL BE NAILED TO EACH OTHER WITH 16d NAILS @ 12" O.C. STAGGERED. REFER TO THE PLANS AND SHEAR WALL SCHEDULE FOR REQUIRED SHEATHING AND NAILING. WHEN NOT OTHERWISE NOTED, PROVIDE GYPSUM WALLBOARD ON INTERIOR SURFACES NAILED TO ALL STUDS, TOP AND BOTTOM PLATES AND BLOCKING WITH NAILS AT 7" O.C. USE 5d COOLER NAILS FOR 1/2" GWB AND 6d COOLER NAILS FOR 5/8" GWB. PROVIDE 15/32" APA RATED SHEATHING (SPAN RATING 24/0) ON EXTERIOR SURFACES NAILED AT ALL PANEL EDGES (BLOCK UNSUPPORTED EDGES), TOP AND BOTTOM PLATES WITH 8d NAILS @ 6" O.C. AND TO ALL INTERMEDIATE STUDS AND BLOCKING WITH NAILS @ 12" O.C. ALLOW 1/8" SPACING AT ALL PANEL EDGES AND ENDS. M x 04 N W N_ U) F_ W W 2 U) J Q Z (D Of 0 2033 6th Avenue, #995 Seattle, WA 98109 4) U Q _ E co cn d t E y CID N T- 0 T- O N � \/ E v i ago W a N0. DATE REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK PROJECT TEAM MEMBERS NC JK Permit Set 10.24.2023 General Strcutural Notes DPD APPROVAL STAMP RECEIVED Jan 18 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT S1.0 BRONEN CARTER QUINN STRUCTURAL ENCINEERINC (E) HDR Roof Framing - Partial 1 /4 1 0 (2) 2x8 HDR (HIGH) (2) 2x8 HDR (LOW) S2.0 c� z % W \N, E) BEAM � lL n Upper Floor Framing - Partial ` 1 /4" = 1'-0" Z_ LL ry w ` REMOVE WALL AND INSTALL NEW (2)13/4xl 11/4 LVL, UPTURNED INTO FLOOR VERIFY IN FIELD CONTINUOUS 1'-6" WIDEx8" MIN WALL FOOTING BELOW, OR PROVIDE 1'-6"x1'-6"x8" FTG w/ (2) #4 EA. WAY Floor Framing Plan Notes Q 1. Floor sheathing shall be 23/32" APA, Sturd-I-Floor with a panel index of 40/20. Nail to framing with 10d common nails at 6" oc at panel edges and 12" oc in field unless noted otherwise on plans. 2. All headers and beams shall be (2) 2x8 minimum, u.n.o. Refer to note 3 for support requirements. CR 3. All columns shall be double stud minimum, u.n.o., with the beam or header bearing fully on the column. Individual studs shall be nailed together per the general structural notes. DETAIL 1 BEAM PER PLAN TOE NAIL TO SUPPORT w/(2)16d EA. SIDE BEAM PER PLAN TOE NAIL TO SUPPORT 7 w/(2)16d EA. SIDE STUDS PER PLAN — STUD WALL PER PLAN Typical Beam To Stud Connection 2033 6th Avenue, #995 Seattle, WA 98109 L I00�a Cn E y t 0 N 00 0 o N � c, U ow � N0. DATE REVISION PROJECT NO. BLDG DEPTPROJECT NO. CHECK NC PROJECT TEAM MEMBERS JK Permit Set 10.24.2023 Structural Framing Plans 4 x 04 RECEIVED 04 w Jan 18 2024 N U) CITY OF EDMONDS DEVELOPMENT SERVICES W DEPARTMENT W 2 co J Q z 0 S2.0 0