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APPROVED PLN BLD ENG RESUB2 BLD2024-1439+Architectural_Plan+1.24.2025_12.05.48_PM+4727765
JUTRAS RESIDENCE 9700 242ND PL SW EDMONDS, WA 98020 SYMBOLS LEGEND 100-1 DOOR NUMBER 01 KEY NOTE O WALL / FLOOR TYPE NOTE SEE SHEET A9.01 O DEMOLITION NOTE ROOM ROOM NAME 100 ROOM NUMBER DRAWING NUMBER I � I I I g0 SHEET NUMBER INDICATES LARGE SCALE PLAN SW-4 SW-6 — SHEARWALL - SEE SHEARWALL SCHEDULE REVISION DELTA DATE 01-01-2020 INDICATES WINDOW MARK A—N INDICATES WINDOW IN NEW OPENING 1 SHEET NUMBER 4 A1.00 2 DIRECTION DRAWING IS VIEWED DRAWING NUMBER INTERIOR ELEVATION DIRECTION DRAWING IS VIEWED DRAWING NUMBER A1. SHEET NUMBER WALL SECTION / DETAIL / BUILDING SECTION STRUCTURAL HOLD-DOWN LOCATION EXISTING WOOD STUD WALL - DEMO EXISTING WOOD STUD WALL TO REMAIN NEW WOOD STUD WALL SHEAR WALL PER SCHEDULE S1.01 FIRE RATED WALL - AS REQUIRED or GARAGE SERARATION PER IRC 309.2 MASONRY it c a CONCRETE WOOD STEEL GYPSUM BOARD PLYWOOD BATT INSULATION ALL WORK SUBJECT TO FIELD INSPECTION FOR CODE COMPLIANCE SCHEDULE OF DRAWINGS ARCHITECTURAL TS101 TITLE SHEET G101 GENERAL NOTES G102 GENERAL NOTES - INSULATION G103 GENERAL NOTES - ENERGY A101A EXISTING / PROPOSED SITE PLAN A102 SITE DETAILS - STANDARD A200A EXISTING / DEMO BASEMENT FLOOR PLAN A200B PROPOSED BASEMENT FLOOR PLAN A201A EXISTING / DEMO FIRST FLOOR PLAN A201B PROPOSED FIRST FLOOR PLAN OWNER/CONTRACTOR IS RESPONSIBLE FOR A202A EXISTING / DEMO ROOF PLAN EROSION CONTROL AND DRAINAGE A202B EXISTING / DEMO ROOF PLAN A301 EXTERIOR ELEVATIONS A302 EXTERIOR ELEVATIONS A303 EXTERIOR ELEVATIONS A304 EXTERIOR ELEVATIONS OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING A501 DOOR SCHEDULE ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY A502 DOOR DETAILS UTILITIES MAY REQUIRE A SEPERATE PERMIT. A505 WINDOW SCHEDULE A506 WINDOW DETAILS A507 WINDOW DETAILS A901 WALL TYPES / DETAILS A902 ASPHALT ROOF DETAILS A905 EXTERIOR DETAILS STRUCTURAL S1.1 STRUCTURAL NOTES S2.1 FRAMING PLANS S3.1 SCHEDULES S4.1 FOUNDATION DETAILS S5.1 ROOF FRAMING DETAILS APPROVED PLANS MUST BE ON JOB SITE CONTACTS Owner: Michael & Megan Jutras 9700 242ND PL SW EDMONDS, WA 98020 Contact tel- email: Architect : KVArchitecture Company 2002 224th PL NE Sammamish, WA 98074 Contact: Keir Vondruska, Architect Tel. 425.260.0413 kvondruska@kva-arch.com Jurisdiction City of Edmonds Development Services Department 121 5th Ave N Edmonds, WA 98020 OBTAIN ELECTRICAL PERMIT FROM STATE LABOR & INDUSTRIES HOUSE REMODEL PROJECT NUMBERS PROJECT VALUATION: $45,000 BUILDING INFORMATION CONSTRUCTION TYPE: 2021 IRC TYPE V-B BUILDING SBC OCCUPANCY TYPE: R3 - RESIDENTIAL / SINGLE FAMILY EXISTING SITE AREA: .24 ACRES or 10,454SF YEAR BUILT: 1971 EXISTING BUILDING FLOOR AREA: (E) BASEMENT: 1,584SF (E) FIRST FLOOR 1,584SF (E) ATTACHED GARAGE: 480SF (E) LIVING UNITS: 1 (E) BEDROOMS: 6 WATER PUBLIC SEWER PUBLIC EXISTING NUMBER OF STORIES 1.5 STORY w/ BASEMENT PROPOSED NUMBER OF STORIES NO CHANGE General Notes REMODELED RESIDENCE 85GSFADDITION (GSF) 1 CALL LOCAL UTILITIES BEFORE YOU DIG Tel. 425.771.0220 TAX PARCEL NUMBER: 00450300001000 Fax: 425.771.0221 T-R-S-Q 27-03-36-SE 2. CONTRACTOR RESPONSIBLE FOR Structural En g C & G Engineering ZONING MAX. LOT COVERAGE ALLOWED: RS-8 POSTING ALL PERMITS ON SITE LOT COVERAGE MAX: 35% MAX 10,454SF X.35 = 3,658SF MAX 250 4th Ave S, Suite 200 16.20.030 Edmonds, WA 98020 Contact: Dirk Rogstad, PS , SE SETBACKS 16.20.030 STREET 25' SIDE 7.5' REAR 15' tel: 425.778.8500 email: dirkr@cgengineering.com MAX HEIGHT 25' EXISTING LOT COVERAGE: 35% MAX (16.20.030) General Northli ht Custom Builders LLC g 1,620SF EXISTING HOUSE 476 (E) ATTACHED GARAGE Contractor: 133SF (E) FRONT DECK AND STAIRS 9800 Harbour PI 432 (E) REAR DECK AND STAIRS Suite 201 TOTAL 2,661 SF LOT COVERAGE or 25.4% Mukilteo, WA 98275 Contact. Cassidy Savage PROPOSED LOT COVERAGE: 1,620SF EXISTING HOUSE + 99SF ADDITION = 1,722SF MODEL CODE INFORMATION tel: 1-7197 476 (E) ATTACHED GARAGE email:il: cassidy@northlightcustom.com 133SF (E) FRONT DECK AND STAIRS NATIONAL CODES R-VALUES FOR THE HOUSE 2021 INTERNATIONAL RESIDENTIAL CODE - IRC 2021 INTERNATIONAL MECHANICAL CODE - IMC 2021 INTERNATIONAL FUEL GAS CODE CODE - IFGC 2021 INTERNATIONAL FIRE CODE - IFC 2021 UNIFORM PLUMBING CODE - UPC 2020 NATIONAL ELECTRIC CODE EDMONDS COMMUNITY DEVELOPMENT CODE TITLE 19 WASHINGTON STATE AMENDMENTS TABLE R402.1.3 INSULATION MINIMUM R-VALUES AND FENESTRATION REQUIREMENTS BY COMPONENTS(a) CLIMATE ZONE 5 AND MARINE 4 Fenestration U-Factor( b, j) 0.30 Skylight b U-Factor 0.50 Ceiling R-Value (e) 60 Wood Frame Wall (g,i) R-Value 20+5 or 13+10 Floor R-Value 30 WAC 51-50 WASHINGTON STATE RESIDENTIAL BUILDING CODE Below -Grade (c,h) Wall R-value 10/15/21 int + 5TB WAC 51-52 WASHINGTON STATE MECHANICAL CODE Slab (d,f) R-Value & Depth 10, 4 ft WAC 51-54 WASHINGTON STATE FIRE CODE WAC51-56 & 51-57 WASHINGTON STATE PLUMBING CODE & STANDARDS WAC 51-11 WASHINGTON STATE ENERGY CODE - 2021 EDITION WAC 51-13 WASHINGTON STATE VENTILATION AND INDOOR AIR QUAILITY CODE (WSVIAQ) WAC 296-46B ELECTRICAL SAFETY STANDARDS, ADMINISTRATION AND INSTALLATION ABBREVIATIONS 330 (R) REAR DECK AND STAIRS TOTAL 2,760SF LOT COVERAGE or 26.4% RESIDENTIAL DESIGN REQUIREMENTS - CITY OF EDMONDS IRC TABLE 301.2(1) ECA: 25% SLOPE FOR TREES EROSION HAZARD MIN. ROOF SNOW LOAD 25 PSF (NON -REDUCIBLE) GROUND SNOW LOAD 25 PSF TAX PARCEL NUMBER: 00450300001000 SEISMIC DESIGN CATEGORY D1 (RESIDENTIAL) LEGAL DESCRIPTION: WIND SPEED 85 MPH (BASIC), 110MPH (ULTIMATE) WIND EXPOSURE B,C & D FORSHEES FIRDALE VILLAGE 5 BLK 000 D-00 - LOT 10 EXC THAT PTN DAF BEG WINTER DESIGN TEMP 27 DEGREES F (-3 DEGREE C) AT SE COR SD LOT10 TH NLY ALG ELY LN SD LOT 17.35FT TH WLY PLT S LN SD MEAN ANNUAL TEMP 50 DEGREES F (10 DEGREE C) ASSUMED SOIL BEARING: 150OPSF LOT TAP ON THE SWLY LN SD LOT TH SELY ALG SWLY LN TO SW COR SD LOT DEFERRED PERMITS GC TO OBTAIN PERMITS MECHANICAL ELECTRICAL PLUMBING SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM TH ELY ALG SLY LN TO TPB PROJECT DESCRIPTION REMODEL TO EXISTING SINGLE FAMILY RESIDENCE - 85GSF CANTILEVERED ADDITION TO PRIMARY BEDROOM AND BATHROOM. NEW EXTERIOR WALLS, NEW WINDOWS. INTERIOR NON BEARING WALLS AND DOORS. REMODELED BATHROOM VICINITY MAP "L" ANGLE CONST. CONSTRUCTION FDN. FOUNDATION LIQ. LIQUID PTN. PARTITION SYS. SYSTEM & AND CONT. CONTINUOUS FIN. FINISH LT. LIGHT CENTER LINE CONTR. CONTRACTOR FLASH. FLASHING LT. WT. LIGHT WEIGHT Q.T. QUARRY TILE T&B TOP & BOTTOM O DIAMETER CORR. CORRIDOR FLR. FLOOR QTR. QUARTER T&G TONGUE & GROOVE 2381h St SW # POUND CTSK. COUNTERSUNK FRT. FIRE RETARDANT M.B.S. METAL BUILDING T. TOP, TREAD ; Faith Community Church ± PLUS OR MINUS CU. FT. CUBIC FOOT TREATED SUPPLIER R RADIUS, RISER T.G. TEMPERED GLASS (E) EXISTING FT FOOT M O MASONRY OPENING R B RESILIENT BASE T O TOP OF (D) DEMO FTG. FOOTING M.R. MOISTURE R.D. ROOF DRAIN T.O.C. TOP OF CONCRETE A.F.F. ABOVE FINISHED D.F. DRINKING FOUNTAIN FURR. FURRING RESISTANT R.L. RAIN LEADER T.O.M. TOP OF MASONRY d FLOOR D.S. DOWNSPOUT MAS. MASONRY R.O. ROUGH OPENING T.O.S. TOP OF STEEL TOP AB ANCHOR BOLT DBL. DOUBLE G.I. GALVANIZED IRON MAX. MAXIMUM R.W.L. RAIN WATER CLOSET OF STUD - ACST. ACOUSTICAL DEPT. DEPARTMENT G.B. GRAB BAR MECH. MECHANICAL T.O.W. TOP OF WALL ACT CEILING TILE DEMO. DEMOLITION G.C. GENERAL MEZZ. MEZZANINE RCP REFLECTED CEILING T.S. TUBE STEEL „"" DIA. DIAMETER CONTRACTOR MFG. MANUFACTURING PLAN TEL. TELEPHONE ADJ. ADJACENT, DIM. DIMENSION GYP BD. GYPSUM WALL MFR. MANUFACTURER REF. REFRIGERATOR TEMP. TEMPERED a ADJUSTABLE DISP. DISPENSER BOARD MH. MANHOLE REIF. REINFORCING TYP. TYPICAL ALT. ALTERNATE DN. DOWN GA. GAUGE MIN. MINIMUM REQ'D REQUIRED ALUM. ALUMINUM DR. DOOR GALV. GALVANIZED MISC. MISCELLANEOUS RM. ROOM U.L. UNDERWRITER'S ANOD. ANODIZED DTL. DETAIL GLP GYPSUM LATH MTD. MOUNTED LABORATORIES APPX. APPROXIMATE DWG. DRAWING & PLASTER MTG. MOUNTING SBC SEATTLE BUILDING U.N.O. UNLESS NOTED ARCH. ARCHITECTURAL GL. GLASS, GLAZING MTL. METAL CODE OTHERWISE ASPH. ASPHALT (E) EXISTING MULL. MULLION S.0 SOLID CORE UTIL. UTILITY E.J. EXPANSION JOINT GSN. GENERAL S.F. SQUARE FOOT B.O. BOTTOM OF E.W.C. ELECTRIC WATER STRUCTURAL NOTES (N) NEW S.I. SQUARE INCH V.B. VAPOR BARRIER BD. BOARD COOLER N.I.C. NOT IN CONTRACT S.I.C. SUPPLIED & V.C.T. VINYL COMPOSITION BITUM. BITUMINOUS EA. EACH H.B. HOSE BIB N.T.S. NOT TO SCALE INSTALLED TILE BLDG. BUILDING ELEC. ELECTRICAL H.C. HOLLOW CORE NO. NUMBER BY CONTRACTOR V.T. VINYL TILE BLK'G BLOCKING ELEV. ELEVATION, NOM. NOMINAL S.I.O. SUPPLIED & V.T.R VENT THROUGH BLK. BLOCK ELEVATOR H.M. HOLLOW METAL INSTALLED ROOF BM. BEAM ENCL. ENCLOSURE H.P. HIGH POINT O.A. OVERALL BY OWNER VERT. VERTICAL BOT. BOTTOM EQ. EQUAL HDWR. HARDWARE O.C. ON CENTER S.I.V. SUPPLIED & VEST. VESTIBULE BUR BUILT UP ROOFING EQUIP. EQUIPMENT HORIZ. HORIZONTAL O.D. OUTSIDE DIAMETER INSTALLED - EW EACH WAY HT. HEIGHT O.H. OVERHEAD BY VENDOR W.C. t WATER CLOSET BTWN. BETWEEN EXH. EXHAUST HTR. HEATER O/ OVER S.J. SCORE JOINT W.P. WATERPROOF EXIST. EXISTING OCC. OCCUPANT(S) S.M. SHEET METAL W.R. WATER RESISTANT C. 1. CAST IRON EXP. EXPANSION IBC INTERNATIONAL. OPN'G OPENING S.O.I.C. SUPPLIED BY OWNER W.W.F. WELDED WIRE C.I.P. CAST IN PLACE EXT. EXTERIOR BUILDING CODE OPP. OPPOSITE & INSTALLED BY FABRIC -( C.J. CONTROL JOINT I.D. INSIDE DIAMETER CONTR. W.W.M. WELDED WIRE MESH C.J.F. COMPRESSIBLE F.D. FLOOR DRAIN I.E. INVERT ELEVATION P. LAM. PLASTIC LAMINATE S.S. SERVICE SINK, W/ WITH JOINT FILLER F.E. FIRE EXTINGUISHER IN. INCH P.L. PROPERTY LINE STAINLESS STEEL W/O WITHOUT C.T. CERAMIC TILE F.E.C. FIRE EXTINGUISHER INSUL. INSULATION P.R.V. PRESSURE S.V. SHEET VINYL WD. WOOD CAB. CABINET CABINET INT. INTERIOR REDUCING VALVE SAN. SANITARY SEWER WIN. WINDOW CB CATCH BASIN F.F. FINISHED FLOOR P.T. PRESSURE TREATED SCHED. SCHEDULE WS. WEATHERSTRIP, CG. CORNER GUARD FIRST FLOOR JAN. JANITOR PERP. PERPENDICULAR SECT. SECTION WOOD SCREW Separate Plumbing Permit Required. CL. CENTER LINE F.H.S. FLAT HEAD SCREW JST. JOIST PL. PLATE SHT. SHEET WSCT. WAINSCOT Please apply via MyBuildingPermit.com CLG. CEILING F.M. FACTORY MUTUAL JT./JTS. JOINT, JOINTS PLMB'G PLUMBING SIM. SIMILAR WT. WEIGHT CLR. CLEAR F.O.C. FACE OF CONCRETE PLYWD. PLYWOOD SMS SHEET METAL CMU CONCRETE F.O.S. FACE OF STUD L. LENGTH, LONG PNL. PANEL, PANELING SPEC'D SCREW Y.D. YARD DRAIN MASONRY UNIT F.R.P.P. FIBER REINFORCED L.P. LOW POINT PR. PAIR SQ. SPECIFIED C.O. CLEAN OUT PLASTIC PANEL L.S. LANDSCAPE PROJ. PROJECT SST SQUARE ,---------------------------------------------- COL. COLUMN L.F. LINEAR FOOT, PT. POINT STD. STAINLESS STEEL ll "Interconnected Smoke Alarms Are A Requirement CONC. CONCRETE LINEAL FOOT STL. STANDARD STEEL 11 CONN. CONNECTION LAM. LAMINATE, STOR. STORAGE ;'i Of This Permit In Accordance With R314.2.2 " LAMINATED STRUCT. STRUCTURAL LB. POUND SUSP. SUSPENDED ° ' —' —' —' —' —' —' —' —' —' —' —' —' —' —' —' —' —' —' —' —' —' -'� LIN. LINEAL SYM. SYMMETRICAL 238th st SW Wood-ty Salon and Bal het 3 • 238th St SW '29 - /hool. V al WestgateAdult3Family Home 2401h SI sw 24010 Angry Fish 2401h PI SW d 240th PI SW AppleseeD241sIPISW 241st PI SWP15W 241s P 3 242nd PI SW I P Q 441h St SW 243rd PI SW SITE C-H Love Q 3 lda/P Aquarium Coop y 94 TroR�Ral iis� sore O _ P N FdPi ©I a Casa oe Amigos YIP ` H^.nauran.� 29 243(d Pvs P I;mckep Apartments9 244th St SW Z a' v, NW203rd St N W 2031d St 3 Z. a' Nw zoznd sr m NW 201 sr s1 City Of Edmonds Building Department yl� Work ADDITION/REMODEL ----------------------------------------- ---------------------------------------- Address 9700 2421 ND PL SW Owner JUTRAS Approved Date: 02/10/2025 Building Official ' Erg11154Lrfer Permit Number BLD2024-1439 N 2030 St 0 Hlllay H.", 0 0 Z QEdmon s E es1 AparlmCi 2381, sISW 2381, St sW I Seattle Ashestos Of Washington All Service AO:::' P 240th St SW 240th St SVI f — 242nd SI SW 3 0 Ashford al Firdale Village Q; c d: rn R 2441h St SW 0 El a N 2031d 1, o LL N 201st StL z APPROVAL STAMP AREA Applicant shall repair/replace all damage to utilities or frontage improvements in City right-of-way per city standards that is caused or occurs during the permitted project. ENGINEERING DIVISION APPROVED AS NOTED Je1L W44t", U 02/05/2025 VV RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N z z 00 w�� U) U) ��2i m m � Lu a_ � to N N N 0 0 0 N N N � I � I N I � N 0 0 �z � Z 4--1 U Q W o- L 00 C6 U E O LU U Z CD 00 U O') M a a � > ,I- U) It M U) N O E N 4 O E LO p It N (n � w U Z W o C) 00 W _JQ 0� 3: o� U)zo 0� NO � o � � rn w TS101 GENERAL RESIDENTIAL CODE NOTES 2021 INTERNATIONAL RESIDENTIAL CODE 1. 1. NATURAL LIGHT SHALL BE PROVIDED IN HABITABLE ROOMS BY AGGREGATE GLAZING AREA OF NOT LESS THAN 8% OF THE FLOOR AREA OF SUCH ROOMS PER IRC R303.1 2. 2. NATURAL VENTILATION SHALL BE PROVIDED IN HABITABLE ROOMS BY APPROVED EXTERIOR OPENINGS OF NOT LESS THAN 4% OF THE FLOOR AREA OF SUCH ROOMS 3. PER IRC R303.1 3. HABITABLE SPACE, HALLWAYS, BATHROOMS TOILET ROOMS, LAUNDRY ROOMS AND PORTIONS OF BASEMENTS CONTAINING THESE SPACES SHALL HAVE A CEILING HEIGHT OF NOT LESS THAN 7'-0" BATHROOMS SHALL HAVE A MIN. CEILING HEIGHT OF 4. 6'-8" OVER FIXTURES R305.1 4. R307 BATHTUBS AND SHOWER FLOORS AND WALLS ABOVE BATHTUBS WITH INSTALLED SHOWER HEADS AND IN SHOWER COMPARTMENTS SHALL BE FINISHED WITH A NONABSORBENT SURFACE. SUCH WALL SURFACES SHALL EXTEND TO A HEIGHT OF NOT LESS THAN 6-0" ABOVE THE FLOOR 5. 5. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH 6. DOORS IN ACCORDANCE WITH AND SHALL BE SELF -CLOSING AND SELF -LATCHING PER IRC R302.5 6. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND IT'S ATTIC AREA BY NOT LESS THAN 1/2" GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS 7. ABOVE BY NOT LESS THAN 5/8" TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR/CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL BE PROTECTED BY NOT LESS THAN 1/21, GYPSUM BOARD PER IRC TABLE R302.6 8. 7. GARAGE FLOOR SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR THE MAIN VEHICLE ENTRY PER R309.1 8. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR 9. SURFACE AND SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD 9. STAIR RISER HEIGHT SHALL BE 4" min - 7-3/4" max. MINIMUM STAIR TREAD DEPTH 10 SHALL BE 10". NOSINGS OF 3/4" MIN. AND 1-1/4" MAX. SHALL BE PROVIDED WHERE TREADS ARE LESS THAN 11" (ON SOLID STAIRWAYS) PER IRC R311.7.5.1 10. FOR PROTECTION AGAINST DECAY, FASTENERS FOR PRESSURE PRESERVATIVE AND 11 FIRE RETARDENT TREATED WOOD SHALL BE OF HOT -DIPPED ZINC COATED GALVANIZED STEEL, STAINLESS STEEL, SILICON BRONZE OR COPPER PER IRC R317.3 11. LOCKS AT EXTERIOR SWING DOORS SHALL BE OPENABLE FROM THE INTERIOR SIDE BY A DEVICE WHICH DOES NOT REQUIRE SPECIAL KNOWLEDGE OR EFFORT TO 12 OPERATE. 12. THE DIAMETER OF THE EXHAUST DUCT SHALL BE AS REQUIRED BY THE 13 MANUFACTURER OR A 4" DIAMETER EXHAUST DUCT REQUIRED IF MANUFACTURER IS NOT KNOWN. THE MAX. LENGTH OF A CLOTHES DRYER EXHAUST DUCT SHALL NOT EXCEED 25 FEET FROM THE DRYER LOCATION TO THE WALL OR ROOF TERMINATION. THE MAX. LENGTH OF DUCT SHALL BE REDUCE 2-1/2 FEET FOR EACH 45 DEGREE BEND AND 5 FEET FOR EACH 90 DEGREE BEND. THE MAX. LENGTH OF THE DUCT DOES 14 NOT INCLUDE THE TRANSITION DUCT. EXCEPTIONS: (1) A BOOSTER FAN MAY BE INSTALLED PER M1501.3 (EXCEPT. 1). (2) WHEN THE MAKE AND MODEL OF THE CLOTHES DRYER IS KNOWN AND SUBMITTED TO THE BUILDING OFFICIAL, THE MAX. LENGTH OF THE DUCT MAY BE IN ACCORDANCE WITH THE DRYER MANUFACTURER'S 15 INSTALLATION INSTRUCTIONS. (3) WHEN THE DRYER MANUFACTURER IS NOT KNOWN, THE INSTALLED LENGTH AND NUMBER OF ELBOWS SHALL BE POSTED IN A CONSPICUOUS LOCATION. A PLAQUE (MIN. 3" X 4") SHALL BE AFFIXED ON THE WALL NEAR THE DUCT OUTLET THAT STATES "WARNING DO NOT REMOVE. TO AVOID THE 16 RISK OF FIRE CAUSED BY LINT BUILD PER IRC M1501.2 & M1501.3 WITH PIERCE COUNTY AMENDMENTS 17 WASHINGTON STATE ENERGY CODE NOTES 18 SEE SHEETS G102 / G103 / G104 19 WASHINGTON STATE ADMENDMENTS R314.2.3 New attached garages. A heat detector or heat alarm rated for the ambient outdoor temperatures 20 and humidity shall be installed in new garages that are attached to or located under new and existing dwellings. Heat detectors and heat alarms shall be installed in a central location and in accordance with the manufacturer's 21 instructions. Exception: Heat detectors and heat alarms shall not be required in dwellings without commercial power. 22 23 WINDOW FALL PROTECTION WINDOW FALL PROTECTION WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, AND THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW IS LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR, THEN ONE OF THE FOLLOWING MUST APPLY (IRC R312.2) 1. WINDOW OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4-INCH SPHERE. 2. PROVIDE WINDOW PROTECTION (ASTM F2090). 3. PROVIDE WINDOW OPENING CONTROL DEVICE (IRC R312.2.2). 24 25 26 27 1 2. 3. 4. 5. 6. 7. 1. 2. 3. GENERAL NOTES - FOUNDATION PLAN NOTES WRITTEN DIMENSIONS GOVERN, DO NOT SCALE DRAWINGS. 1 ALL DIMENSIONS ARE TO FINISH WALL SURFACE OR CONCRETE AT NEW CONSTRUCTION 2 ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE LATEST EDITION (2021) OF THE SEATTLE RESIDENTIAL CODE AND SPECIFICATIONS AS PUBLISHED AND ADOPTED BY THE GOVERNING AUTHORITY. SHOULD A CONFLICT OCCUR BETWEEN THE IRC AND THE DRAWINGS, THE IRC SHALL GOVERN. CONTRACTOR SHALL VERIFY ALL EXISTING DIMENSIONS, MEMBER SIZES AND CONDITIONS PRIOR TO COMMENCING ANY WORK. ALL DIMENSIONS OF EXISTING 3 CONSTRUCTION SHOWN ON THE DRAWINGS ARE INTENDED AS GUIDELINES ONLY AND MUST BE FIELD VERIFIED. NOTIFY THE ARCHITECT IMMEDIATELY UPON DISCOVERY OF EXISTING CONDITIONS THAT VARY FROM THE DRAWINGS. PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS PER IRC REQUIREMENTS. 4 SECURITY REQUIREMENTS: PROVIDE 1/2" MIN THROW ON DEADBOLT OR DEADLATCH FOR DOORS, VISITOR OBSERVATION PORT FOR EXTERIOR ENTRY DOORS. WINDOWS 5 WITHIN 10' OF GRADE SHALL BE CAPABLE OF BEING LOCKED. ALL LOCKS MUST BE ABLE TO BE OPENED FROM THE INSIDE WITHOUT THE USE OF A KEY OR ANY SPECIAL KNOWLEDGE OR EFFORT. WHOLE HOUSE VENTILATION 2021 WASHINGTON STATE CODE ADMENDMENTS USING EXHAUST FANS M1505 FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS, DESIGN CRITERIA SEE SHEET M1505.1 GENERAL. WHERE LOCAL EXHAUST OR WHOLE -HOUSE MECHANICAL VENTILATION IS PROVIDED, M1505.4.1.5 FURNACE INTEGRATED SUPPLY. SYSTEMS USING SPACE HEATING AND/OR COOLING AIR S-1.00 THE VENTILATION SYSTEM SHALL BE DESIGNED IN ACCORDANCE WITH THIS SECTION. HANDLER FANS FOR OUTDOOR AIR SUPPLY DISTRIBUTION ARE NOT PERMITTED. EXCEPTION: ALTERNATE BALANCED WHOLE -HOUSE VENTILATION SYSTEMS AND LOCAL EXHAUST EXCEPTION: AIR HANDLER FANS SHALL HAVE MULTISPEED OR VARIABLE SPEED SUPPLY AIRFLOW DIMENSIONS, VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL SYSTEMS DESIGNED AND COMMISSIONED IN ACCORDANCE WITH ASHRAE 62.2 ARE PERMITTED. CONTROL CAPABILITY WITH A LOW SPEED OPERATION NOT GREATER THAN 25 PERCENT OF THE DRAWINGS. COLUMNS, FOOTINGS ARE CENTERED ON GRID, TYPICAL. ALL RATED SUPPLY AIRFLOW CAPACITY DURING VENTILATION ONLY OPERATION. OUTDOOR AIR EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. ALL DIMENSIONS ARE TO INSIDE M1505.2 RECIRCULATION OF AIR. EXHAUST AIR FROM BATHROOMS AND TOILET ROOMS SHALL NOT BE INTAKE OPENINGS MUST MEET THE PROVISIONS OF SECTIONS R303.5 AND R303.6 AND MUST FACE OF CONCRETE, OUTSIDE FACE OF CONCRETE OR CENTERLINE OF GRID RECIRCULATED WITHIN A RESIDENCE OR CIRCULATED TO ANOTHER DWELLING UNIT AND SHALL BE INCLUDE A MOTORIZED DAMPER THAT IS ACTIVATED BY THE WHOLE HOUSE VENTILATION SYSTEM OR CENTERLINE OF STEEL. CONTINUOUS FOOTINGS ARE CENTERED UNDER WALL / EXHAUSTED DIRECTLY TO THE OUTDOORS. EXHAUST AIR FROM BATHROOMS, TOILET ROOMS AND CONTROLLER. THE MOTORIZED DAMPER MUST BE CONTROLLED TO MAINTAIN THE OUTDOOR STRUCTURAL PANELS. POSTS, BUNDLED STUDS OR COLUMNS ARE TO BE KITCHENS SHALL NOT DISCHARGE INTO AN ATTIC, CRAWL SPACE OR OTHER AREAS INSIDE THE BUILDING. AIRFLOW INTAKE AIRFLOW WITHIN 10 PERCENT OF THE WHOLE HOUSE MECHANICAL EXHAUST THIS SECTION SHALL NOT PROHIBIT THE INSTALLATION OF DUCTLESS RANGE HOODS IN ACCORDANCE AIRFLOW RATE. THE FLOW RATE FOR THE OUTDOOR AIR INTAKE MUST BE TESTED AND VERIFIED CENTERED ON FOOTING OR WALL PIER, UNO. WITH THE EXCEPTION TO SECTION M1503.3. AT THE MINIMUM VENTILATION FAN SPEED AND THE MAXIMUM HEATING OR COOLING FAN SPEED. THE RESULTS OF THE TEST SHALL BE SUBMITTED AND POSTED IN ACCORDANCE WITH SECTION TYPICAL TOP OF INTERIOR FOOTING ELEVATION 4" UNO. TYPICAL TOP OF M1505.3 EXHAUST EQUIPMENT. EXHAUST FANS AND WHOLE -HOUSE MECHANICAL VENTILATION FANS SHALL M1505.4.1.7. EXTERIOR FOOTING ELEVATION = -9 MINIMUM, UNO. EXTERIOR FOOTINGS MUST BE LISTED AND LABELED AS PROVIDING THE MINIMUM REQUIRED AIRFLOW IN ACCORDANCE WITH EXTEND TO AT OR BELOW FROST DEPTH PER JURISDICTION REQUIREMENTS AND ANSI/AMCA 210-ANSI/ASHRAE 51. M1505.4.1.6 TESTING. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE TESTED, BALANCED LOCAL CONDITIONS. AND VERIFIED TO PROVIDE A FLOW RATE NOT LESS THAN THE MINIMUM REQUIRED BY SECTIONS M1505.4 WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM. EACH DWELLING UNIT SHALL BE EQUIPPED M1505.4.3 AND M1505.4.4.1. TESTING SHALL BE PERFORMED ACCORDING TO THE VENTILATION EQUIPMENT ALL WOOD IN CONTACT WITH WEATHER EXPOSED CONCRETE OR 6" OF FINISHED WITH A VENTILATION SYSTEM. THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS SHALL BE MANUFACTURER'S INSTRUCTIONS, OR BY USING A FLOW HOOD, FLOW GRID, OR OTHER AIRFLOW GRADE SHALL BE PRESSURE TREATED. DESIGNED IN ACCORDANCE WITH SECTIONS M1505.4.1 THROUGH M1505.4.4. MEASURING DEVICE AT THE MECHANICAL VENTILATION FAN'S INLET TERMINALS, OUTLET TERMINALS OR GRILLES OR IN THE CONNECTED VENTILATION DUCTS. WHERE REQUIRED BY THE BUILDING OFFICIAL, FASTEN LEDGER WITH (4) ROWS 1/4"DIA.X4" SIDS SCREWS @ 6" O.C. TYP UNO ON M1505.4.1 SYSTEM DESIGN. THE WHOLE -HOUSE VENTILATION SYSTEM SHALL CONSIST OF ONE OR MORE TESTING SHALL BE CONDUCTED BY AN APPROVED THIRD PARTY. A WRITTEN REPORT OF THE RESULTS PLAN SUPPLY FANS, ONE OR MORE EXHAUST FANS, OR AN ERV/HRV WITH INTEGRAL FANS, ASSOCIATED DUCTS OF THE TEST SHALL BE SIGNED BY THE PARTY CONDUCTING THE TEST AND PROVIDED TO THE BUILDING AND CONTROLS. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SUPPLY AND EXHAUST FANS SHALL OFFICIAL AND BE POSTED IN THE DWELLING MEET THE REQUIREMENTS OF SECTIONS M1505.4.1.2, M1505.4.1.3, M1505.4.1.4, AND M1505.4.1.5. LOCAL UNIT PER SECTION M1505.4.1.7. EXHAUST FANS ARE PERMITTED TO SERVE AS PART OF THE WHOLE HOUSE VENTILATION SYSTEM WHEN BATH, LAUNDRY, AND SIMILAR ROOMS SHALL BE PROVIDED WITH MECHANICAL FLOOR FRAMING NOTES PROVIDED WITH THE PROPER CONTROLS IN ACCORDANCE WITH SECTION M1505.4.2. THE SYSTEMS SHALL M1505.4.1.7 CERTIFICATE. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE MECHANICAL VENTILATION, VENTING DIRECTLY TO THE OUTSIDE WITH MINIMUM 5 AIR CHANGES PER HOUR. TOILET SHALL HAVE A 50cfm FAN, KITCHEN SHALL HAVE A 100cfm FAN CLOTHES DRYERS SHALL BE EXHAUSTED TO THE OUTSIDE; KITCHEN HOOD, 1 LAUNDRY, AND BATH EXHAUST FANS SHALL BE VENTED TO THE OUTSIDE. SEE EXTERIOR ELEVATIONS FOR VENT LOCATIONS. PROVIDE PENETRATION FLASHING AT EXTERIOR VENT LOCATIONS PER ASTM 2112. STAIR CONSTRUCTION: MAX RISE 7-3/4", MIN RUN 10", MINIMUM HEADROOM 6-8", MIN WIDTH 36" HANDRAILS TO BE PLACED 34"-38" ABOVE TREAD NOSING GUARDRAILS MIN 36" HIGH WITH INTERMEDIATE MEMBERS NOT MORE THAN 4" APART. 2. ALL WOOD EXPOSED TO WEATHER SUCH AS DECKS, RAILINGS, JOISTS, BEAMS AND POSTS SHALL BE PRESSURE TREATED OR CEDAR. ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED 3. PROVIDE HARD WIRED SMOKE DETECTORS PER IRC REQUIREMENTS. ONE IN EACH SLEEPING ROOM, ONE IN EACH CORRIDOR GIVING ACCESS TO SLEEPING ROOMS, 4. ONE ON EACH STORY, INCLUDING BASEMENT. BATTERY OPERATED SMOKE DETECTORS ARE PERMITTED WHEN HARD WIRING IS NOT FEASIBLE. 5. UNO, ALL NEW INTERIOR WALLS ARE STANDARD 2 x 4 WOOD FRAME CONSTRUCTION @ 16" O.C. w/ 1/2" GYPSUM WALL BOARD. SEE SHEAR WALL PLAN / SCHEDULE 6. ALL NEW EXTERIOR WALLS ARE STANDARD 2 x 6 WOOD FRAME CONSTRUCTION @ 16" 7. O.C. w/ SHEATHING PER STRUCT, PROVIDE (2) LAYERS GRADE D 60 MINUTE BUILDING PAPER OR APPROVED EQUAL, WITH EXTERIOR CLADDING AS SPECIFIED PER BE DESIGNED AND INSTALLED TO EXHAUST AND/OR SUPPLY THE MINIMUM OUTDOOR AIRFLOW RATES CONTRACTOR, TEST AND BALANCE CONTRACTOR OR OTHER APPROVED PARTY AND POSTED ON A WALL REQUIRED BY SECTION M1505.4.3 AS MODIFIED BY WHOLE HOUSE VENTILATION SYSTEM COEFFICIENTS IN IN THE SPACE WHERE THE FURNACE IS LOCATED, A UTILITY ROOM, OR AN APPROVED LOCATION INSIDE SECTION M1505.4.3.1 WHERE APPLICABLE. THE WHOLE -HOUSE VENTILATION SYSTEM SHALL OPERATE THE BUILDING. WHEN LOCATED ON AN ELECTRICAL PANEL, THE CERTIFICATE SHALL NOT COVER OR DIMENSIONS, VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL CONTINUOUSLY AT THE MINIMUM VENTILATION RATE REQUIRED BY SECTION M1505.4.2 UNLESS OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER DRAWINGS. COLUMNS, FOOTINGS ARE CENTERED ON GRID, TYPICAL. ALL CONFIGURED WITH INTERMITTENT OFF CONTROLS IN ACCORDANCE WITH SECTION M1505.4.3.2. REQUIRED LABELS. THE CERTIFICATE SHALL LIST THE FLOW RATE DETERMINED FROM THE DELIVERED EXISTING DIMENSIONS SHALL BE FIELD VERIFIED. ALL DIMENSIONS ARE TO INSIDE AIRFLOW OF THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM AS INSTALLED AND THE TYPE OF FACE OF CONCRETE, OUTSIDE FACE OF CONCRETE OR CENTERLINE OF GRID OR M1505.4.1.1 WHOLE -HOUSE SYSTEM COMPONENT REQUIREMENTS. WHOLE -HOUSE VENTILATION SUPPLY MECHANICAL WHOLE HOUSE VENTILATION SYSTEM USED TO COMPLY WITH SECTION M1505.4.3.1. CENTERLINE OF STEEL. CONTINUOUS FOOTINGS ARE CENTERED UNDER WALL / AND EXHAUST FANS SPECIFIED IN THIS SECTION SHALL HAVE A MINIMUM EFFICACY AS PRESCRIBED IN THE STRUCTURAL PANELS. POSTS, BUNDLED STUDS OR COLUMNS ARE TO BE CENTERED WASHINGTON STATE ENERGY CODE. DESIGN AND INSTALLATION OF THE SYSTEM OR EQUIPMENT SHALL BE M1505.4.2 SYSTEM CONTROLS. THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE ON FOOTING OR WALL PIER UNO. CARRIED OUT IN ACCORDANCE WITH MANUFACTURERS' INSTALLATION INSTRUCTIONS. WHOLE -HOUSE PROVIDED WITH CONTROLS THAT COMPLY WITH THE FOLLOWING: VENTILATION FANS SHALL BE RATED FOR SOUND AT NO LESS THAN THE MINIMUM AIRFLOW RATE U REQRED 1. THE WHOLE -HOUSE VENTILATION SYSTEM SHALL BE CONTROLLED WITH MANUAL SWITCHES TIMERS AT ALL BEARING AND SHEAR WALLS, REFERENCE STUD GRADE, SIZES AND BY SECTION M1505.4.3.1. VENTILATION FANS SHALL BE RATED FOR SOUND AT A MAXIMUM OF 1.0 SONE. THIS OR OTHER MEANS THAT PROVIDE FOR AUTOMATIC OPERATION OF THE VENTILATION SYSTEM THAT ARE PER PLAN AND GENERAL NOTES SPACING S G O S SOUND RATING SHALL BE AT A MINIMUM OF 0.1 IN. W.C. 25 PA STATIC PRESSURE IN ACCORDANCE WITH HVI ( ) READILY ACCESSIBLE BY THE OCCUPANT; , PROCEDURES SPECIFIED IN SECTIONS M1505.4.1.2 AND M1505.4.1.3. 2. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM SHALL BE PROVIDED WITH CONTROLS THAT ENABLE ALL WOOD IN CONTACT WITH WEATHER EXPOSED CONCRETE OR 6" OF FINISHED EXCEPTION: HVAC AIR HANDLERS, ERV/HRV UNITS, AND REMOTE MOUNTED FANS NEED NOT MEET MANUAL OVERRIDE OFF OF THE SYSTEM BY THE OCCUPANT DURING PERIODS OF POOR OUTDOOR AIR GRADE SHALL BE PRESSURE TREATED. THE SOUND REQUIREMENTS. TO BE CONSIDERED FOR THIS EXCEPTION, A REMOTE MOUNTED FAN QUALITY. CONTROLS SHALL INCLUDE PERMANENT TEXT OR A SYMBOL INDICATING THEIR FUNCTION. MUST BE MOUNTED OUTSIDE THE HABITABLE SPACES BATHROOMS TOILETS AND HALLWAYS AND RECOMMENDED CONTROL PERMANENT LABELING TO INCLUDE TEXT SIMILAR TO THE FOLLOWING: "LEAVE HANGERS: ALL 2X HANGERS TO BE SIMPSON LUS SERIES LINO ON PLAN THERE MUST BE AT LEAST 4 FEET ( 1.3 M) OF DUCTWORK BETWEEN THE FAN AND THE INTAKE ON UNLESS OUTDOOR AIR QUALITY IS VERY POOR." MANUAL CONTROLS SHALL BE READILY ACCESSIBLE GRILLE. BY THE OCCUPANT; HEADERS SHOWN BUT SPECIFIED ARE TO BE (1)4X8 MINIMUM. HEADERS SHOWN THE WHOLE HOUSE SUPPLY FAN SHALL PROVIDE DUCTED OUTDOOR VENTILATION AIR TO EACH HABITABLE 3. WHOLE -HOUSE VENTILATION SYSTEMS SHALL BE CONFIGURED TO OPERATE CONTINUOUSLY EXCEPT SHALL BE SUPPORTED BY (2) STUDS MINIMUM. UNO ON PLAN SPACE WITHIN WHERE INTERMITTENT OFF CONTROLS AND SIZING ARE PROVIDED IN ACCORDANCE WITH SECTION THE RESIDENTIAL UNIT. M1505.4.3.2. GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING EXCEPTION: INTERIOR JOINING SPACES PROVIDED WITH A 30 CFM WHOLE HOUSE TRANSFER FAN OR A PERMANENT OPENING WITH AN AREA OF NOT LESS THAN 8 PERCENT OF THE FLOOR AREA OF M1505.4.3 MECHANICAL VENTILATION RATE. THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM ALL POSTS TO HAVE SIMPSON ABU BASE WITH 5/8" DIA KWIK BOLT TZ SS AND THE INTERIOR ADJOINING SPACE BUT NOT LESS THAN 25 SQUARE FEET DO NOT REQUIRE DUCTED SHALL PROVIDE OUTDOOR AIR AT A CONTINUOUS RATE AS DETERMINED IN ACCORDANCE WITH TABLE OUTDOOR VENTILATION AIR TO BE SUPPLIED DIRECTLY TO THE SPACE. WHOLE HOUSE TRANSFER M1505.4.3(1) OR EQUATION 15-1. SIMPSON PCZ CAP, TYPICAL UNO ON PLANS FANS SHALL MEET THE SONE RATING OF SECTION M1505.4.1.1 AND SHALL HAVE WHOLE HOUSE EQUATION 15-1 VENTILATION CONTROLS THAT COMPLY WITH SECTION M1505.4.2. VENTILATION RATE IN CUBIC FEET PER MINUTE = (0.01 x TOTAL SQUARE FOOT AREA OF HOUSE) + ELEVATIONS ROOF FRAMING NOTES [7.5 x (NUMBER OF BEDROOMS + 1)] BUT NOT LESS THAN 30 CFM FOR EACH DWELLING UNIT M1505.4.1.2 EXHAUST FANS. EXHAUST FANS REQUIRED SHALL BE DUCTED DIRECTLY TO THE OUTSIDE. ALL EXTERIOR WALL (WINDOWS, DOORS, VENTS, ETC) AND ROOF PENETRATIONS SHALL BE FLASHED WITH 2 LAYERS OF GRADE "D" 60 MINUTE BUILDING PAPER TIED 1. TO THE NEW WRB, IN ACCORDANCE TO ASTM 2112. 2. EXPOSED SEALANTS SHALL BE CONSTRUCTED WITH A BOND BREAKER AND D W CORNING 795 SILICONE SEALANT, HIDDEN SEALANT JOINTS NOT EXPOSED TO THE EXTERIOR SHALL BE BUTYL SEALANT. SELF ADHERING MEMBRANES SHALL BE THERMFLASH 3. ALL BUILDING COMPONENTS SHALL BE INSTALLED IN STRICT COMPLIANCE WITH CURRENT INDUSTRY STANDARDS. IF EXISTING CONDITIONS ARE FOUND TO BE 4. NON -COMPLIANT WITH CURRENT INDUSTRY STANDARDS, THEY SHALL BE BROUGHT UP TO CURRENT INDUSTRY STANDARDS 5. PROVIDE CEDAR BLOCKING @ ALL EXTERIOR WALL PENETRATIONS (HOSE BIBS, 6. ELECTRICAL OUTLETS, FIXTURES, AND THE LIKE). PROVIDE A HEAD FLASHING OVER THE BLOCKING AT PENETRATIONS OVER 9" IN LENGTH. 7. INSULATION MINIMUM VALUES: ATTIC SPACE: R-49, VAULTED CEILING R-38, ABOVE GRADE WALLS R-21, INTERIOR BELOW GRADE WALLS R-21, EXTERIOR BELOW GRADE $ WALLS R-10, FLOOR INSULATION R-30(R-38 OPTION 1A WSEC), CONCRETE SLAB ON GRADE R-10 9. PROVIDE NEW WINDOW / DOOR HARDWARE PER ARCHITECT 10. ALL WORK SHALL MEET ALL APPLICABLE BUILDING CODES, CITY CODES & ORDINANCES, INCLUDING ZONING 11. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN I.R.C. AS LISTED IN 12. STRUCTURAL NOTES COMPLIANCE CARDS TO BE POSTED FOR WALLS FLOORS CEILINGS FOR VERIFICATION OF INSULATION PER CODE PROVIDE METAL NAIL STOPPERS ADJACENT TO ALL PLUMBING, ELECTRICAL AND DRYER VENTS 1 PLUMBING & ELECTRICAL - GENERAL CONTRACTOR TO CONFIRM & OBTAIN ALL NECESSARY PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION (AHJ) INCLUDING SNOHOMISH CO. & STATE OF WASHINGTON 2 HVAC TO BE FORCED AIR GAS WITH INTERMITTENT WHOLE HOUSE VENTILATION 3 INTEGRATED NEW SYSTEM - SEE WHOLE HOUSE VENTILATION NOTES SHEET G101 DRYER VENTING:DRYER TO BE VENTED TO OUTSIDE. MAXIMUM LENGTH NOT TO EXCEED 25 FEET LESS 5'FOR EACH 90 DEGREE BEND. PER IRC 1502 4 GARAGE NOTES GARAGE WALLS, COLUMNS, AND CEILINGS ADJACENT TO OR UNDER DWELLING 5. AREAS SHALL HAVE MATERIALS APPROVED FOR ONE -HOUR FIRE RESISTIVE CONSTRUCTION. 6. AIR DUCTS PASSING THROUGH ONE -HOUR FIRE RESISTIVE CONSTRUCTION SHALL 7. BE A MINIMUM OF 26-GAUGE STEEL. 8. ALL ELECTRICAL SWITCH PLATES AND BOX COVERS IN THE GARAGE SHALL BE METAL AND LIGHTS WITH BOXES BEHIND THEM SHALL NOT BE PLASTIC EXHAUST AIR OUTLETS SHALL BE DESIGNED TO LIMIT THE PRESSURE DIFFERENCE TO THE OUTSIDE AND M1505.4.3.2 INTERMITTENT OFF OPERATION. WHOLE -HOUSE MECHANICAL VENTILATION SYSTEMS FOR GENERAL STRUCTURAL NOTES, ABBREVIATIONS, DESIGN CRITERIA SEE SHEET S-1.00 EQUIPPED WITH BACKDRAFT DAMPERS OR MOTORIZED DAMPERS IN ACCORDANCE WITH THE WASHINGTON SHALL BE PROVIDED WITH ADVANCED CONTROLS THAT ARE CONFIGURED TO OPERATE THE STATE ENERGY CODE. EXHAUST FANS SHALL BE TESTED AND RATED IN ACCORDANCE WITH THE AIRFLOW SYSTEM WITH INTERMITTENT OFF OPERATION SHALL OPERATE FOR A LEAST TWO HOURS IN DIMENSIONS, VERIFY ALL DIMENSIONS AND ELEVATIONS WITH ARCHITECTURAL DRAWINGS. AND SOUND RATING PROCEDURES OF THE HOME VENTILATING INSTITUTE (HVI 915, HVI LOUDNESS TESTING EACH FOUR-HOUR SEGMENT. THE WHOLE -HOUSE VENTILATION AIRFLOW RATE DETERMINED IN COLUMNS, FOOTINGS ARE CENTERED ON GRID, TYPICAL. ALL EXISTING DIMENSIONS SHALL BE AND RATING PROCEDURE HVI 916 HVI AIRFLOW TEST PROCEDURE, AND HVI 920 HVI PRODUCT ACCORDANCE WITH SECTION M1505.4.3 AS CORRECTED BY SECTION M1505.4.3.1 IS MULTIPLIED BY FIELD VERIFIED. ALL DIMENSIONS ARE TO INSIDE FACE OF CONCRETE, OUTSIDE FACE OF PERFORMANCE CERTIFICATION PROCEDURE, AS APPLICABLE). EXHAUST FANS REQUIRED IN THIS SECTION THE FACTOR DETERMINED IN ACCORDANCE WITH TABLE M1505.4.3.2. CONCRETE OR CENTERLINE OF GRID OR CENTERLINE OF STEEL. CONTINUOUS FOOTINGS ARE MAY BE USED TO PROVIDE LOCAL VENTILATION. BATHROOM EXHAUST FANS THAT ARE DESIGNED FOR CENTERED UNDER WALL /STRUCTURAL PANELS. POSTS, BUNDLED STUDS OR COLUMNS ARE TO INTERTABLEMITTENT EXHAUST M1505.4.3 2 SHALL BIRFLOW RATES HIGHER THAN THE E PROVIDED WITH OCCUPANCY SENSNTINUOUS ORS OR HUMIDITY SS NISORSVTOATES IN TABLE M 1505.4.3.2 BE CENTERED ON FOOTING OR WALL PIER, UNO. AT ALL BEARING AND SHEAR WALLS, REFERENCE STUD GRADE, SIZES AND SPACING PER PLANS AUTOMATICALLY OVERRIDE THE FAN TO THE HIGH SPEED AIRFLOW RATE. THE EXHAUST FANS SHALL BE AND GENERAL NOTES TESTED AND THE TESTING RESULTS SHALL BE SUBMITTED AND POSTED IN ACCORDANCE WITH SECTION M 1505.4.1.6. TOP PLATE BEARING WALL ELEVATION PER ARCHITECTURAL DRAWINGS M1505.4.1.3 SUPPLY FANS. SUPPLY FANS USED IN MEETING THE REQUIREMENTS OF THIS SECTION SHALL BALLOON FRAME ALL WALLS GREATER THAN ONE LEVEL WITHOUT FLOOR OR ROOF SUPPORT. SUPPLY OUTDOOR AIR FROM INTAKE OPENINGS IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL BLOCKING: PROVIDE SOLID BLOCKING OVER ALL SHEAR AND BEARING WALLS. AT SHEAR WALLS CODE SECTIONS 401.4 AND 401.5. WHEN DESIGNED FOR INTERMITTENT OFF OPERATION, SUPPLY SYSTEMS PARALLEL TO FRAMING ALIGN (1) ROOF TRUSS OR CONTINUOUS BLOCKING OVER SHEAR WALL SHALL BE EQUIPPED WITH MOTORIZED DAMPERS IN ACCORDANCE WITH THE WASHINGTON STATE ENERGY TABLE M1505.4.3(3) INTERMITTENT OFF WHOLE HOUSE -MECHANICAL VENTILATION RATE FACTORS (a,b) RUN TIME % IN EACH 50% 66% 75% 100% 4 HOUR SEGMENT FACTOR (a) 2 1.5 1.3 1 ADDITIONAL ROOF TRUSSES MAY BE REQUIRED TO ACCOMMODATE BLOCKING. FINISH CODE. SUPPLY FANS SHALL BE TESTED AND RATED IN ACCORDANCE WITH THE AIRFLOW AND SOUND THIS PROJECT RATING PROCEDURES OF THE HOME VENTILATING INSTITUTE (HVI 915, HVI LOUDNESS TESTING AND RATING HANGERS. ALL 2X HANGERS TO BE SIMPSON LUS SERIES, UNO. PROCEDURE, HVI 916, HVI AIRFLOW TEST PROCEDURE, AND HVI 920, HVI PRODUCT PERFORMANCE a. For ventilation system run-time values between those given, the factors are permitted to be CERTIFICATION PROCEDURE, AS APPLICABLE). WHERE OUTDOOR AIR IS PROVIDED BY SUPPLY FAN determined by interpolation. HEADERS SHOWN BUT SPECIFIED ARE TO BE MINIMUM. HEADERS SHOWN SHALL BE SYSTEMS THE OUTDOOR AIR SHALL BE FILTERED. THE FILTER SHALL BE ACCESSIBLE FOR REGULAR b. Extrapolation beyond the table is prohibited. SUPPORTED BY (2) STUDS MINIMUM. UNO ON PLAN PLAN MAINTENANCE AND REPLACEMENT. THE FILTER SHALL HAVE A MINIMUM EFFICIENCY RATING VALUE (MERV) GENERAL CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY SHORING OF AT LEAST 8. M1505.4.4 LOCAL EXHAUST RATES. LOCAL EXHAUST SYSTEMS SHALL BE DESIGNED TO HAVE THE CAPACITY TO EXHAUST THE MINIMUM AIRFLOW RATE DETERMINED IN ACCORDANCE WITH FASTEN STRAP WITH (36) 16-D SINKERS ROOF JOIST TO SHEAR WALL AND PROVIDE 4X M1505.4.1.4 BALANCED WHOLE -HOUSE VENTILATION SYSTEM. A BALANCED WHOLE -HOUSE VENTILATION TABLE M1505.4.4.1. IF THE LOCAL EXHAUST FAN IS INCLUDED IN THE WHOLE -HOUSE BLOCKING FULL LENGTH OF SHEAR WALL WITH EDGE NAILING SHEATHING TO BLOCKING PER SYSTEM SHALL INCLUDE BOTH SUPPLY AND EXHAUST FANS. THE SUPPLY AND EXHAUST FANS SHALL HAVE VENTILATION SYSTEM, IN ACCORDANCE WITH SECTION 1505.4.1, THEN THE EXHAUST FAN SHALL SHEAR WALL SCHEDULE. S4.11 AIRFLOW THAT IS WITHIN 10 PERCENT OF EACH OTHER. THE TESTED AND BALANCED TOTAL MECHANICAL BE CONTROLLED TO OPERATE AS SPECIFIED IN SECTION M1505.4.2. EDGE NAIL FULL LENGTH OF DRAG STRUT EXHAUST AIRFLOW RATE IS WITHIN 10 PERCENT OR 5 CFM, WHICHEVER IS GREATER, OF THE TOTAL M1505.4.4.1 LOCAL EXHAUST. BATHROOMS, TOILET ROOMS, AND KITCHENS SHALL INCLUDE A MECHANICAL SUPPLY AIRFLOW RATE. THE FLOW RATE TEST RESULTS SHALL BE SUBMITTED AND POSTED IN USE OF COMPOSITION ASPHALT SHINGLES PER BUILDING PACKAGE ACCORDANCE WITH SECTION M1505.4.1.7. THE EXHAUST FAN SHALL MEET THE REQUIREMENTS OF SECTION LOCAL EXHAUST SYSTEM. SUCH LOCAL EXHAUST SYSTEMS SHALL HAVE THE CAPACITY TO SPECIFICATION. MAINTAIN A DISTANCE OF 12" MIN. FROM ANY RIDGE OR VALLEY. USE 2 LAYERS OF M1505.4.1.2. THE SUPPLY FAN SHALL MEET THE REQUIREMENTS OF SECTION M1505.4.1.3. BALANCED EXHAUST THE MINIMUM AIRFLOW RATE IN ACCORDANCE WITH TABLE M1505.4.4.1. FANS FELT ON ROOFS WITH LESS THAN A 4/12 ROOF PITCH. USE "COR-A-VENT' ROOF VENT OR EQUAL VENTILATION SYSTEMS WITH BOTH SUPPLY AND EXHAUST FANS IN A PACKAGED PRODUCT, SUCH AS AN REQUIRED BY THIS SECTION SHALL BE PROVIDED WITH CONTROLS THAT ENABLE MANUAL AT ENTIRE RIDGE AREA. USE ALUMINUM GUTTERS OR EQUIVALENT. ERV/HRV SHALL MEET THE REQUIREMENTS OF HVI 920, AS APPLICABLE. LOCAL EXHAUST SYSTEMS THAT OVERRIDE OR AUTOMATIC OCCUPANCY SENSOR, HUMIDITY SENSOR, TIMER CONTROLS, OR ARE NOT A COMPONENT OF THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM ARE EXEMPT FROM POLLUTANT SENSOR CONTROLS. AN "ON/OFF" SWITCH SHALL MEET THIS REQUIREMENT FOR PLAN NOTES THE BALANCED AIRFLOW CALCULATION. MANUAL CONTROLS. MANUAL FAN CONTROLS SHALL BE READILY ACCESSIBLE IN THE ROOM SERVED BY THE FAN. ALL CEILINGS ARE PAINTED 1/2" TYPE "X" GWB, LINO SKYLIGHTS SHALL RECEIVE WOOD TRIM AT INTERIOR SURFACES TO MATCH INTERIOR WINDOW TRIM ALL EXPOSED STRUCTURAL CONNECTORS, BOLTS, ANCHORS, STRAPS, AND THE LIKE SHALL BE PRIMED AND PAINTED BLACK WITH EXTERIOR GRADE PAINT PROVIDE PVA PAINTED APPLICATION VAPOR BARRIER ON ALL INTERIOR GWB SURFACES ADJACENT TO EXTERIOR WALL SURFACES - U.N.O. - ALL EXTERIOR WALLS TO HAVE VAPOR BARRIERS ALL WOOD IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED ALL EXTERIOR WOOD TO BE PRESSURE TREATED ALL GWB TO BE 112" TYPE "X" UNO ON PLANS. REQUIRED AT GARAGE SIDE ALL ELECTRICAL, MECHANICAL, PLUMBING PERMITS & DESIGN BY OTHERS ROOF VENTING NOTES ALL PIPING PASSING THROUGH ONE -HOUR FIRE RESISTIVE CONSTRUCTION SHALL BE METAL. ATTIC VENTILATION SHALL BE IN ACCORDANCE TO SECTION R806. EXCEPTION APPLIED DUE TO USE OF CONTINUOUS RIDGE VENT ("CORE -VENT") AIR DUCTS AND OR PIPING SUPPORTED BY STRUCTURAL MEMBERS THAT ARE VENTILATING UPPER PORTION. EXCEPTION RATE OF VENTILATION PER S.F.= 1/300, REQUIRED TO BE FIRE PROTECTED SHALL BE INSTALLED AFTER THE OR 1 S.F. OF VENTILATION PER 300 S.F OF ATTIC SPACE. LOWER PORTION OF ROOF IS VENTED WITH BIRD BLOCKS INSTALLED BETWEEN EVERY TRUSS. SHEET ROCK HAS BEEN APPLIED. DUCTS AND OR PIPING MAY BE ENCLOSED WITHIN A SOFFIT THAT HAS THE SAME DEGREE OF FIRE PROTECTION REQUIRED EXTERIOR WALL SURFACES - U.N.O. -ALL EXTERIOR WALLS TO HAVE VAPOR BARRIERS FOR THE STRUCTURAL MEMBERS THAT IT ATTACHES TO. FRAMING MEMBERS FOR THE SOFFIT SHALL NOT EXCEED 16" ON CENTER. WATER HEATER SHALL HAVE A RELIEF VALVE DRAIN LINE TO THE OUTSIDE OF THE BUILDING.PERP2803.6.1 (10) OF THE 2021 IRC, THE DISCHARGE NOT TERMINATE MORE THAN 61N ABOVE THE FLOOR OR WASTE RECEPTOR. DOOR BETWEEN GARAGE AND DWELLING UNIT TO BE SELF CLOSING 20 MINUTE RATED SOLID CORE WOOD DOOR OR EQUAL DEMO GENERAL NOTES LEGALLY DISPOSE OF ALL REMOVED BUILDING COMPONENTS AND RELATED DEMOLITION MATERIALS PROTECT ALL EXISTING UTILITIES - VERIFY ALL UTILITY LOCATIONS PRIOR TO ALL BUILDING DEMO AND CONSTRUCTION CALL BEFORE YOU DIG. CALL 811 TABLE M1505.4.3.(1 v- THIS PROJECT (SFR) TABLE M1505.4.3(1) CONTINUOUS WHOLE HOUSE MECHANICAL VENTILATION SYSTEM AIR FLOW RATE REQUIREMENTS DWELLING UNIT FLOOR AREA (SQUARE FEET) NUMBER OF BEDROOMS 0-1 2 3 4 5 OR MORE AIR FLOW IN CFM <500 30 30 35 45 50 501-1000 30 35 40 50 55 1001-1500 30 40 45 50 60 1501-2000 35 45 50 60 65 2001-2500 40 50 55 65 70 2501-3000 45 55 60 70 75 3001-3500 50 60 65 75 80 3501-4000 55 65 70 80 85 4001 - 4500 60 70 75 85 90 4501 - 5000 65 75 80 90 95 M1505.4.3.1 VENTILATION QUALITY ADJUSTMENT. THE MINIMUM WHOLE -HOUSE VENTILATION RATE FROM SECTION 1505.4.3 SHALL BE ADJUSTED BY THE SYSTEM COEFFICIENT IN TABLE M1505.4.3(2) BASED ON THE SYSTEM TYPE NOT MEETING THE DEFINITION OF A BALANCED WHOLE HOUSE VENTILATION SYSTEM AND/OR NOT MEETING THE DEFINITION OF A DISTRIBUTED WHOLE -HOUSE VENTILATION SYSTEM. Q V = Q R * C SYSTEM (EQUATION 15-2) WHERE: Q V = QUALITY -ADJUSTED VENTILATION AIRFLOW RATE IN CUBIC FEET PER MINUTE (CFM). Q R = VENTILATION AIRFLOW RATE, CUBIC FEET PER MINUTE (CFM) FROM 15-1 OR TABLE M1505.4.3(1). C SYSTEM = SYSTEM COEFFICIENT FROM TABLE 1505.4.3(2). TABLE M 1505.4.3.0 TABLE M1505.4.3(2) SYSTEM COEFFICIENT (Csystem) SYSTEM TYPE DISTRIBUTED NOT DISTRIBUTED BALANCED 1.0 1.25 NOT BALANCED 1.25 1.5 TABLE M1505.4.4.1 Minimum Local Exhaust Rates Area to Be Exhausted Exhaust Rates Intermittent Continuous Open Kitchens In accordance with Section M1505.4.4.3 Not Permitted Enclosed Kitchens In accordance with Section M1505.4.4.3 5 ACH based on kitchen volume Bathrooms - Toilet rooms 50 cfm 20 cfm M1505.4.4.2 LOCAL EXHAUST FANS. (5) 5. CONTINUOUS LOCAL EXHAUST SYSTEMS SERVING KITCHENS SHALL BE RATED FOR SOUND AT A MAXIMUM OF 1 SONES AT ONE OR MORE AIRFLOW SETTINGS NOT LESS THAN 100 CFM AT A STATIC PRESSURE NOT LESS THAN THAT DETERMINED AT WORKING SPEED AS SPECIFIED IN HVI 916 SECTION 7.2. M1505.4.4.3 LOCAL INTERMITTENT KITCHEN EXHAUST SYSTEM. KITCHEN RANGE HOODS FOR DOMESTIC COOKING APPLIANCES SHALL MEET OR EXCEED EITHER THE MINIMUM AIRFLOW OR THE MINIMUM CAPTURE EFFICIENCY IN ACCORDANCE WITH TABLE M1505.4.4.3. CAPTURE EFFICIENCY RATINGS SHALL BE DETERMINED IN ACCORDANCE WITH ASTM E3087. EXCEPTION: OTHER INTERMITTENT KITCHEN EXHAUST FANS, INCLUDING DOWNDRAFT, SHALL MEET OR EXCEED 300 CFM AIRFLOW. Table M1505.4.4.3 Kitchen Range Hood Airflow Rates (cfm) and ASTM E3087 Capture Efficiency (CE) Ratings According to Kitchen and Range Fuel Type Hood Over Electric Range Hood Over Combustion Range 65% CE or 160 cfm 80% CE or 250 cfm M1505.4.4.3.1 Field verification and diagnostic testing for local intermittent kitchen exhaust system. The local exhaust system for kitchens shall be installed to comply with local mechanical exhaust requirements specified in Section M1505.4.4.3 and shall be field verified in accordance with the procedures in section M1505.4.4.3.1 - SEE CODE APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N w _O (/) _O (/) U) U) � m m 0� CO CO a_ (Y iy LID N N N 0 0 0 N N N N � N CD CD N � :3 Z 4--j U Q N � L U O C6 U E O LU U Z CD U CIO U O') M It a a � � N' CD -�e N M O E N CN O E U-) p N W't � w U z W o C) N 00 U) U) M W _jQ o� W �o � NO � o � � rn w G101 THIS PROJECT WASHINGTON STATE ENERGY CODE INSULATION CERTIFICATE R401.3 CERTIFICATE. A PERMANENT CERTIFICATE SHALL BE COMPLETED BY THE BUILDER OR OTHER APPROVED PARTY 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 CERTIFICATE SHALL NOT COVER OR OBSTRUCT THE VISIBILITY OF THE CIRCUIT DIRECTORY LABEL, SERVICE DISCONNECT LABEL, OR OTHER REQUIRED LABELS. THE CERTIFICATE SHALL INDICATE THE FOLLOWING: 1. THE PREDOMINANT R-VALUES OF INSULATION INSTALLED IN OR ON CEILING/ROOF, WALLS, FOUNDATION (SLAB, BELOW -GRADE WALL, AND/OR FLOOR) AND DUCTS OUTSIDE CONDITIONED SPACES. 2. U-FACTORS FOR FENESTRATION AND THE SOLAR HEAT GAIN COEFFICIENT (SHGC) OF FENESTRATION. WHERE THERE IS MORE THAN ONE VALUE FOR EACH COMPONENT, THE CERTIFICATE SHALL INDICATE THE AREA WEIGHTED AVERAGE VALUE. 3. THE RESULTS FROM ANY REQUIRED DUCT SYSTEM AND BUILDING ENVELOPE AIR LEAKAGE TESTING DONE ON THE BUILDING. 4. THE RESULTS FROM THE WHOLE -HOUSE MECHANICAL VENTILATION SYSTEM FLOW RATE TEST. 5. THE TYPES, SIZES AND EFFICIENCIES OF HEATING, COOLING, WHOLE -HOUSE MECHANICAL VENTILATION, AND SERVICE WATER HEATING APPLIANCES. 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 HEATERS, ELECTRIC FURNACES OR ELECTRIC BASEBOARD HEATERS. 6. WHERE ON -SITE PHOTOVOLTAIC PANEL SYSTEMS HAVE BEEN INSTALLED, THE ARRAY CAPACITY, INVERTER EFFICIENCY, PANEL TILT, ORIENTATION AND ESTIMATED ANNUAL ELECTRICAL GENERATION SHALL BE NOTED ON THE CERTIFICATE. 7. THE CODE EDITION UNDER WHICH THE STRUCTURE WAS PERMITTED, AND THE COMPLIANCE PATH USED. THE CODE OFFICIAL MAY REQUIRE THAT DOCUMENTATION FOR ANY REQUIRED TEST RESULTS INCLUDE AN ELECTRONIC RECORD OF THE TIME, DATE AND LOCATION OF THE TEST. A DATE -STAMPED SMART PHONE PHOTO OR AIR LEAKAGE TESTING SOFTWARE MAY BE USED TO SATISFY THIS REQUIREMENT WASNINGTON STATE uviveaslTv Insulation Certificate for Residential New Construction v Energy Program V-I 6-23 Permit #: Permit #: House address or lot number: Walls Blown or Sprayed Fiberglass or Cellulose -Walls Type of insulation: R-value per inch: Manufacturer: Coverage area: FG Density: 1.8Lbs./Ft3 Cellulose: 3.5-4.3Lbs./Fta Installed Density Per Ft.3 R-value: Bag count: Floor Blown or Sprayed Fiberglass or Cellulose -Ceiling Type of insulation: Settled R-value per inch: Manufacturer: Coverage area: R-value: Bag count: Flat Ceiling/Attic Sprayed Polyurethane Foam (SPF) Type of insulation: Density: 0.5Lbs. Ft3 2.OLbs. Ft3 El Manufacturer: Installed thickness: R-value: R-value of installed thickness: Single Rafter Joist Vaulted Ceiling Building component installed: Walls: Ceiling: Floor: Type of insulation: Manufacturer: R-value: Insulation Installer Company name: Installer name Print: Installer signature: Date: Phone number: Email: WASHINGTON STATE ENERGY CODE BUILDING AIR LEAKAGE TEST RESULTS R402.4.1.2 TESTING. THE BUILDING OR DWELLING UNIT SHALL BE TESTED FOR AIR LEAKAGE. TESTING SHALL BE CONDUCTED IN ACCORDANCE WITH RESNET/ICC 380, ASTM E779, OR ASTM E1827. TEST PRESSURE AND LEAKAGE RATE SHALL COMPLY WITH SECTION R402.1.3. A WRITTEN REPORT OF THE TEST RESULTS, INCLUDING VERIFIED LOCATION AND TIME STAMP OF THE DATE OF THE TEST, SHALL BE SIGNED BY THE TESTING AGENCY AND PROVIDED TO THE BUILDING OWNER AND CODE OFFICIAL. TESTING SHALL BE PERFORMED AT ANY TIME AFTER CREATION OF ALL PENETRATIONS OF THE BUILDING THERMAL ENVELOPE. ONCE VISUAL INSPECTION HAS CONFIRMED AIR SEALING HAS BEEN CONDUCTED IN ACCORDANCE WITH TABLE R402.4.1.1, OPERABLE WINDOWS AND DOORS MANUFACTURED BY SMALL BUSINESS ARE PERMITTED TO BE SEALED OFF AT THE FRAME PRIOR TO THE TEST. DURING TESTING: 1. EXTERIOR WINDOWS AND DOORS, FIREPLACE AND STOVE DOORS SHALL BE CLOSED, BUT NOT SEALED, BEYOND THE INTENDED WEATHER STRIPPING OR OTHER INFILTRATION CONTROL MEASURES. 2. DAMPERS INCLUDING EXHAUST, INTAKE, MAKEUP AIR, BACKDRAFT AND FLUE DAMPERS SHALL BE CLOSED, BUT NOT SEALED BEYOND INTENDED INFILTRATION CONTROL MEASURES. 3. INTERIOR DOORS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE OPEN, ACCESS HATCHES TO CONDITIONED CRAWL SPACES AND CONDITIONED ATTICS SHALL BE OPEN. 4. EXTERIOR OR INTERIOR TERMINATIONS FOR CONTINUOUS VENTILATION SYSTEMS AND HEAT RECOVERY VENTILATORS SHALL BE SEALED. 5. HEATING AND COOLING SYSTEMS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE TURNED OFF. 6. SUPPLY AND RETURN REGISTERS, IF INSTALLED AT THE TIME OF THE TEST, SHALL BE FULLY OPEN. EXCEPTION: ADDITIONS LESS THAN 500 SQUARE FEET OF CONDITIONED FLOOR AREA. WASHINGTON STATE UNIVERSITY WSEC-Residential Energy Code Form V Energy Program Building Air Leakage Test Results J House address or lot number: City & ZIP Code: Conditioned Floor Area (sf): Calculated Volume: Dwelling Unit Enclosure Area: (similar toSLAorELA) Type of air barrier test: (circle): New Home Addition Remodel Source (circle): Plans Estimated Measured R402.4.1.3.1 Dwelling unit leakage rate. The maximum air leakage rate for any dwelling unit under any compliance path shall not exceed 4.0 air changes per hour. Testing shall be conducted with a blower door test at a test pressure of 0.2 inches w. 50 Pa . Exception: Additions tested with the existing home having a combined maximum air g( ) P g g leakage rate of 7 air changes per hour. To qualify for this exception, the date of construction of the existing dwelling must be prior to the 2009 Washington State Energy Code. Where: CFM50 = Blower door fan flow at 50 Pascal pressure difference Volume = Conditioned floor area of the housing unit x ceiling height SF Blower Door Test Result: ACH50 CFM@50Pa OR R402.4.1.3.2 Group R-2 multifamily building leakage rate. For Group R-2 multifamily buildings, the maximum leakage rate for any dwelling unit shall not exceed 0.25 cfm per square foot of the dwelling unit enclosure area. Testing shall be conducted with a blower door at a test pressure of 0.2 inches w.g. (50 Pa). Doors and windows of adjacent dwelling units (including top and bottom units) shall be open to the outside during the test. (Take the CFM and Divide it by the total area of the enclosure area) MF Blower Door Test Result: CFM@50Pa CFM/EA (enclosure area) SF Ring circle one if applicable): Open A B C D Blower door fan location: Weather conditions: I certify that these blower door results are accurate and determined using standard industry protocol: Company name: Technician: Technician signature: Date: Phone number: Testing. The building or dwelling unit shall be tested for air leakage. Testing shall be conducted in [1402.4.1.2 accordance with RESNET/ICC 380, ASTM E779, or ASTM E3827. WSEC-R Duct Leakage Affidavit Permit# V IAddress or Lot &Block WA$HINGTON STATE UNIVEa SITY Energy Program Cityzip Cond. Floor Area (ftz): Source (check one): Plans ❑ Measured ❑ Air Handler in conditioned space? ❑ yes ❑ no Air Handler present during test? ❑ yes ❑ no Circle Test Method: Leakage to Outside Total Leakage (AHJ aooroval is needed for total leakaoe to outside test in lieu of the total leakaoe test Der RS-33 standard Maximum duct leakage: Post Construction, total duct leakage: (floor area x .04) = CFM@25 Pa Post Construction, leakage to outdoors: (floor area x .04) = CFM@25 Pa Rough -In, total duct leakage with air handler installed: (floor area x .04) = CFM@25 Pa Rough -In, total duct leakage with air handler not installed: (floor area x .03) = CFM@25 Pa Post construction test with Ducts inside: (floor area x 0.08) = CFM@25 Pa Result of test conducted at @ 25 Pa in CFM Duct testing device opening setting (circle one if applicable): Open VA Duct Tester Location: 2/13 3/C 4/D 5/E Pressure Tap Location: 1 certify that these duct leakage rates are accurate and determined using standard duct testing protocol. Testing Company: Address City zip: Phone #: Email: Technician Print: Technician Signature: Date of test: Technicians ID# CLOSED CELL SPRAY FOAM INSULATION - CCSPF SPECIFICATION CLOSED CELL SPRAY FOAM SPECIFICATIONS PAGE 1 JM Corbond' III CLOSED -CELL SPRAY POLYURETHANE FOAM IAPMO ES #0146 Nomw DESCRIPTION JM Corbond* III closed -cell spray polyurethane foam (SPF) is a premium, two - component, medium -density, Class 1 rated, insulation system designed for commercial, residential and industrial applications. Its high yield, superior thermal and moisture performance, and exceptional sprayability and adhesion make it an ideal choice for high -performing energy efficient buildings. RECOMMENDED USES • Walls (exterior and interior) • Unvented Attics • Floors • Vented Attics • Ceilings • Crawl Spaces PERFORMANCE ADVANTAGES INSTALLER ADVANTAGES • Improves Energy Efficiency • Superior Sprayability • Provides an Effective Air Barrier • High Yield • Increases Racking Strength • Wide Processing Window • Exceptional Adhesion • Low Application Odor • Minimizes Sound Transmission • Excellent Adhesion PHYSICAL PROPERTIES* Property Test Method Value R-Value per inch ASTM C51 B (aged) 7.0 (°F•ft'•h/BTU) R-Value at 2' 14 (°F•fr•h/BTU) R-Value at 3" 21 (°F•ff•h/BTU) R-Value at 3.5" 25 (°F•ff•h/BTU) Core Density ASTM D1622 2.0 Ib/fN Compressive Strength IV) ASTM 01621 36 psi Closed -cell Content ASTM 06226 > 90% Water Absorption ASTM D2842 0.88% Water Vapor Permeance ASTM E96 0.61 perm at 1.5', 1.1 perm at 1" Air Infiltration ASTM E283 0.001 Us/m O 75 Pa 0.001 Us/m' ® 300 Pa Air Permeance at 75 Pa (3.751 ASTM E2178 0.00055 (L/s)/m Dimensional Stability 05B°F at 97% RH) ASTM D2126 12% Change in Volume Recycled Content of Side B 11 % (pre- and post -consumed) Fungus ASTM C1338 No Growth Sound Transmission Coefficient ASTM E2179 36** (STC) Service Temperature Maximum 180°F (62°C) Emissions GREENGUARD GOLD GREENGUARD Pass Pass FLAMMABILITY CHARACTERISTICS - Property Test Method Value Surface Burning at4" ASTM E84 Class 1 Flame Spread Index Flame Spread Index < 25 Smoke Developed Index Smoke Developed Index < 450 Commercial Fire Resistance NFPA 285 Assembly Passed TPR2 Thermal Barrier NFPA 286 Assembly Passed DC 315 Thermal Barrier Attics & Crawl Space Walls & Roof Uncoated Thickness AC377 Appendix X Roof 7.5' max thickness Wall 5.5" max thickness These items are provided as general information only. Theyare approximate values and are not part of the product specifications. **Residential extedor wall with 16'o.c. Zr4 wood studs 276'Corbond III SPF, 18'32'erterior. OSR sheathing, and W'gypsum board. *'*Numerical flame spread and all olherdata presented are notintended to re6ect the hazards pmsented by this orany olhermaterial in actual fire situations. HEALTH AND SAFETY For information on Health and Safety, refer to Johns Manville Safety Data Sheets and the Spray Polyurethane Foam Alliance Health and Safety guidance documents at httos://soravoolvuretha ne. ora. APPROVALS / COMPLIANCES • 2021, 2018, 2015, 2012, 2009 International Building Code (IBC)Types I -V Construction • 2021, 2018, 2015, 2012, 2009 International Residential Code (IRC) • 2021, 2018, 2015, 2012, 2009 International Energy Conservation Code f ECC) • IAPMO ES #0146 • ASTM C1029, Standard Specification for Spray -Applied Rigid Cellular Fblyurethane Thermal Insulation • Appendix X approval for application in unoccupied attics and crawl spaces without a prescriptive ignition barrier or coating • Air BarrierAssociation of America Evaluated Material ICDES AC377 Acceptance Criteria for Spray -Applied Foam Plastic Insulation • GREENGUARD and GREENGUARD GOLD VOC Emission Testing Compliance • JM Corbond III has zero Ozone Depletion Potential Help (ODP) and less than 730 Global Warming Potential (GWP) REOCCUPANCY • All occupants must vacate the building or the spray area must be cordoned off and remain separated from the occupied space for 24 hours after application • The application area should be properly ventilated during application and for 24 hours post application • Reentry time for non-SPF trade workers: 12 hours • Reentry time for building occupants: 24 hours PACKAGING • 55 Gallon Drum (1,000lbs per set) • 250 Gallon Tote (5,000 Ibs per set) Q11 I �abaa *• c Us Visit ourwebsite atwww.JM.com or call800-654-31M I Building Insulation Division P.O. Box 5108 Denver, CO 80217-5108 CLOSED CELL SPRAY FOAM SPECIFICATIONS PAGE 2 JM Corbond' III CLOSED -CELL SPRAY POLYURETHANE FOAM IAPMO ES #0146 rl The Installation Guide and the Side A and Side B Safety Data Sheets must be read prior to product application. SUGGESTED PROCESSING PARAMETERS STORAGE AND SHELF LIFE Drum Storage Temperature 50°-757 JM Corbond II I SPF Side A and Side B should be stored between 50 - 75°F. Side A has a 12 month shelf life, and Side B has a 9 month shelf life when properly stored. (10°-24°C) The initial settings are a guideline and ambientand substrate temperatures mayraquire settings outside of the suggested range. Underno circumstances shoukl a temperature of 13FFbe exceeded without first contacting a JM technical representative. DRUM TEMPERATURE Material will perform better when its temperature is between 65° - 80°F. Drums may be placed into a heated room for two days before use to acclimate. MIXING / RECIRCULATION Mixing or recirculating Corbond III will lead to loss of blowing agent. JM Corbond III should NOT be mixed or recirculated. HUMIDITY Care should be taken if the relative humidity is greater than 80%. Excessive humidity will adversely affect system performance and physical properties. PRESSURE SETTINGS The finished foam properties are affected by both temperature and pressure settings. The goal of 1100 psi minimum at the gun when the trigger is pulled is an important part of proper mix.To achieve, you must take into account the pressure drop from the machine to the gun. A rough rule of thumb (depending on several parameters) is that the pressure will drop approximately 1 psi per foot of hose. Therefore, set the pressure at the machine so that when the trigger is pulled, the pressure maintained is the target gun pressure plus the pressure drop across the hose length. For example, a machine with 260 feet of hose should have a dynamic spray pressure of 1360 psi. PASS THICKNESS JM Corbond III may be applied in a single pass from a minimum of 0.5"to a maximum of 4'. Multiple immediate passes, with no wait time, may also be applied as follows: R-Value R-35 R-42 R-49 Number of Immediate Passes 2 3 4 Thickness per Pass (in) 2.5 / 2.5 2/2/2 1.75 / 1.75 / 1.75/ 1.75 Maximum Total Thickness (in) 5.0 6.0 7.0 ForappGcahon thicknesses above 6 , wad 30 minutes between passes leg. fora 8"total thickness, install two 4-lift waiting 30 minutes between the passes/ SHUT DOWN For breaks in application longer than 60 minutes: 1. Park the proportioner according to the manufacturer's instructions. 2. Close the fluid shut off valves on the gun and grease the spray gun according to the manufacturer's instructions when applicable. PARTIAL DRUM POUR -UP Residual materials should be properly handled and transferred to a new drum immediately for use within 3 - 5 days. Collecting multiple partially full drums for combining later is not a recommended practice and may result in poor quality foam. Visit our website at www.JM.com or call 800-654-3103 1 Building Insulation Division P.O. Box 5108 1 Denver, CO 80217-5108 Technical specifications as shown in this literature are intended to be used as general guidelines only. Please refer to the Safety Data Sheet and product label prior to using this product. The physical and chemical properties of closed -cell spray polyurethane foam listed herein represent typical, average values obtained in accordance J� with accepted test methods and are subject to normal manufacturing variations. They are supplied as a technical service and are subject to change without notice. Any references to numerical flame spread or smoke developed ratings are not intended to reflect hazards presented by these or any other materials under actual fire condi- tions. Check with the sales office nearest you for current information. All Johns Manville products are sold subject to Johns Manville's standard Terms and Johns Manville Conditions, which includes a Limited Warranty and Limitation of Remedy. For a copy of the Johns Manville standard Terms and Conditions or for information on other Johns Manville insulation and systems, visitwww.im.com/terms-conditions or call800-654-3103. BID-110 05/23 ©2023 Johns Manville. All Rights Reserved CLOSED CELL FOAM SPRAY SPECS JOHNS MANSVILLE JM CORBOND Ille SPF ACCEPTANCE CRITERIA FLAME SPREAD SMOKE DEVELOPMENT FUNGI RESISTANCE DIMENSIONAL STABILITY NOMINAL DENSITY CLOSED -CELL CONTENT COMPRESSIVE STRENGTH (1") WATER ABSORPTION WATER VAPOR TRANSMISSION AIR PERMEANCE SOUND TRANSMISSION ASTM AC377 ASTM E84 ASTM E84 ASTM C1388 ASTM D2126 ASTM D1622 ASTM D6226 ASTM D1621 ASTM D2842 ASTM E96 ASTM E2178-03 ASTM E90-90, ASTM E413-87 PASS <_ 25 <_ 450 PASS < 15% CHANGE IN VOLUME 2 PCF > 90% 36 PSI 0.9% 0.61 PERMS @ 1.5" 0.00055 (L/S)/M AT 75 PA 36 (STC) WASHINGTON STATE ENERGY CODE NOTES SECTION R502 ADDITIONS R502.1 GENERAL. ADDITIONS TO AN EXISTING BUILDING, BUILDING SYSTEM OR PORTION THEREOF SHALL CONFORM TO THE PROVISIONS OF THIS CODE AS THOSE PROVISIONS RELATE TO NEW CONSTRUCTION WITHOUT REQUIRING THE UNALTERED PORTION OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS CODE, EXCEPT AS SPECIFIED IN THIS CHAPTER. ADDITIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS. AN ADDITION SHALL BE DEEMED TO COMPLY WITH THIS CODE WHERE THE ADDITION ALONE COMPLIES, WHERE THE EXISTING BUILDING AND ADDITION COMPLY WITH THIS CODE AS A SINGLE BUILDING, OR WHERE THE BUILDING WITH THE ADDITION USES NO MORE ENERGY THAN THE EXISTING BUILDING. ADDITIONS SHALL BE IN ACCORDANCE WITH SECTION R502.3 OR R502.4. R502.1.1 SMALL ADDITIONS. ADDITIONS NOT GREATER THAN 150 SQUARE FEET (13.9 M2) SHALL NOT BE REQUIRED TO COMPLY WITH SECTION R406. R502.2 CHANGE IN SPACE CONDITIONING. ANY NON CONDITIONED OR LOW -ENERGY SPACE THAT IS ALTERED TO BECOME CONDITIONED SPACE SHALL BE REQUIRED TO BE BROUGHT INTO FULL COMPLIANCE WITH THIS CODE. EXCEPTION: WHERE THE TOTAL BUILDING PERFORMANCE OPTION IN SECTION R405 IS USED TO COMPLY WITH THIS SECTION, THE ANNUAL ENERGY USE OF THE PROPOSED DESIGN IS PERMITTED TO BE 110 PERCENT OF THE ANNUAL ENERGY USE OTHERWISE ALLOWED BY SECTION R405.3. R502.3 PRESCRIPTIVE COMPLIANCE. ADDITIONS SHALL COMPLY WITH SECTIONS R502.3.1 THROUGH R502.3.4. R502.3.1 BUILDING ENVELOPE. NEW BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ADDITION SHALL COMPLY WITH SECTIONS R402.1, R402.2, R402.3.1 THROUGH R402.3.5, AND R402.4. EXCEPTION: WHERE NON -CONDITIONED SPACE IS CHANGED TO CONDITIONED SPACE, THE BUILDING ENVELOPE OF THE ADDITION SHALL COMPLY WHERE THE UA, AS DETERMINED IN SECTION R402.1.5, OF THE EXISTING BUILDING AND THE ADDITION, AND ANY ALTERATIONS THAT ARE PART OF THE PROJECT, IS LESS THAN OR EQUAL TO THE UA GENERATED FOR THE EXISTING BUILDING. R502.3.1.1 EXISTING CEILINGS WITH ATTIC SPACES. WHERE AN ADDITION GREATER THAN 150 SQUARE FEET (13.9 M2) ADJOINS EXISTING CEILINGS WITH ATTIC SPACES, THE EXISTING ATTIC SPACES SHALL COMPLY WITH SECTION R402. R502.3.2 HEATING AND COOLING SYSTEMS. HVAC DUCTS NEWLY INSTALLED AS PART OF AN ADDITION SHALL COMPLY WITH SECTION R403. EXCEPTION: THE FOLLOWING NEED NOT COMPLY WITH THE TESTING REQUIREMENTS OF SECTION NOTE: THIS PROJECT R403.3.3: 1. ADDITIONS OF LESS THAN 150 SQUARE FEET. 2. DUCT SYSTEMS THAT ARE DOCUMENTED TO HAVE BEEN PREVIOUSLY SEALED AS CONFIRMED THROUGH FIELD VERIFICATION AND DIAGNOSTIC TESTING IN ACCORDANCE WITH PROCEDURES IN WSU RS-33. 3. EXISTING DUCT SYSTEMS CONSTRUCTED, INSULATED OR SEALED WITH ASBESTOS. R502.3.3 SERVICE HOT WATER SYSTEMS. NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ADDITION SHALL COMPLY WITH SECTION R403.5. NOTE: 1. THE NAME OF THE PROPOSED SPRAY FOAM PRODUCT, ITS MANUFACTURER, AND ITS ESR REPORT NUMBER. JM CORBOND Ille JOHN MANVILLE IAPMO ES #0146 :AD➢A11151II Eel :IIn[e2010111CC] :IIuD"101921LVADOI:r_1r_I:»L_I:4go] aI:1ZF_I.]NIIEel ►16y:r_II► IWWATAI1 1 "]Mo1U]0E11L0i1 R502.4 EXISTING PLUS ADDITION COMPLIANCE (TOTAL BUILDING PERFORMANCE). WHERE NON -CONDITIONED SPACE IS CHANGED TO CONDITIONED SPACE THE ADDITION SHALL COMPLY WHERE THE ANNUAL ENERGY USE OF THE ADDITION AND THE EXISTING BUILDING AND ANY ALTERATIONS THAT ARE PART OF THE PROJECT IS LESS THAN OREQUAL TO THE ANNUAL ENERGY USE OF THE EXISTING BUILDING WHEN MODELED IN ACCORDANCE WITH SECTION R405. THE ADDITION AND ANY ALTERATIONS THAT ARE PART OF THE PROJECT SHALL COMPLY WITH SECTION R405 IN ITS ENTIRETY. SECTION R503 ALTERATIONS R503.1 GENERAL. ALTERATIONS TO ANY BUILDING OR STRUCTURE SHALL COMPLY WITH THE REQUIREMENTS OF THE CODE FOR NEW CONSTRUCTION, WITHOUT REQUIRING THE UNALTERED PORTIONS OF THE EXISTING BUILDING OR BUILDING SYSTEM TO COMPLY WITH THIS CODE. ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE IS NO LESS CONFORMING TO THE PROVISIONS OF THIS CODE THAN THE EXISTING BUILDING OR STRUCTURE WAS PRIOR TO THE ALTERATION. ALTERATIONS SHALL NOT CREATE AN UNSAFE OR HAZARDOUS CONDITION OR OVERLOAD EXISTING BUILDING SYSTEMS. ALTERATIONS SHALL BE SUCH THAT THE EXISTING BUILDING OR STRUCTURE USES NO MORE ENERGY THAN THE EXISTING BUILDING OR STRUCTURE PRIOR TO THE ALTERATION. ALTERATIONS TO EXISTING BUILDINGS SHALL COMPLY WITH SECTION R503.1.1 THROUGH R503.1.4. THE CODE OFFICIAL MAY APPROVE DESIGNS OF ALTERATIONS WHICH DO NOT FULLY CONFORM TO ALL OF THE REQUIREMENTS OF THIS CODE WHERE IN THE OPINION OF THE CODE OFFICIAL FULL COMPLIANCE IS PHYSICALLY IMPOSSIBLE AND/OR ECONOMICALLY IMPRACTICAL AND: 1. THE ALTERATION IMPROVES THE ENERGY EFFICIENCY OF THE BUILDING; OR 2. THE ALTERATION IS ENERGY EFFICIENT AND IS NECESSARY FOR THE HEALTH, SAFETY, AND WELFARE OF THE GENERAL PUBLIC. R503.1.1 BUILDING ENVELOPE. BUILDING ENVELOPE ASSEMBLIES THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION R402.1.3 OR R402.1.5, SECTIONS R402.2.1 THROUGH R402.2.10, R402.3.1, R402.3.2, R402.3.5 AND R402.4.2. EXCEPTION: THE FOLLOWING ALTERATIONS NEED NOT COMPLY WITH THE REQUIREMENTS FOR NEW CONSTRUCTION PROVIDED THE ENERGY USE OF THE BUILDING IS NOT INCREASED: 1. STORM WINDOWS INSTALLED OVER EXISTING FENESTRATION. 2. EXISTING CEILING, WALL OR FLOOR CAVITIES EXPOSED DURING CONSTRUCTION PROVIDED THAT THESE CAVITIES ARE FILLED WITH INSULATION. 2X4 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OF R-15 AND 2X6 FRAMED WALLS SHALL BE INSULATED TO A MINIMUM OF R-21. 3. CONSTRUCTION WHERE THE EXISTING ROOF, WALL OR FLOOR CAVITY IS NOT EXPOSED. 4. ROOF RECOVER. 5. ROOFS WITHOUT INSULATION IN THE CAVITY AND WHERE THE SHEATHING OR INSULATION IS EXPOSED DURING REROOFING SHALL BE INSULATED EITHER ABOVE OR BELOW THE SHEATHING. 6. SURFACE -APPLIED WINDOW FILM INSTALLED ON EXISTING SINGLE PANE FENESTRATION ASSEMBLIES TO REDUCE SOLAR HEAT GAIN PROVIDED THE CODE DOES NOT REQUIRE THE GLAZING FENESTRATION TO BE REPLACED. R503.1.1.1 REPLACEMENT FENESTRATION. WHERE SOME OR ALL OF AN EXISTING FENESTRATION UNIT IS REPLACED WITH A NEW FENESTRATION PRODUCT, INCLUDING SASH AND GLAZING, THE REPLACEMENT FENESTRATION UNIT SHALL MEET THE APPLICABLE REQUIREMENTS FOR U-FACTOR AND SHGC IN TABLE R402.1.3. WHERE MORE THAN ONE REPLACEMENT FENESTRATION UNIT IS BEING INSTALLED, AN AREA -WEIGHTED AVERAGE OF THE U-FACTOR AND SHGC OF ALL REPLACEMENT FENESTRATION SHALL BE PERMITTED TO BE USED TO DEMONSTRATE COMPLIANCE. R503.1.2 HEATING AND COOLING SYSTEMS. NEW HEATING, COOLING AND DUCT SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION R403. EXCEPTIONS: 1. WHERE DUCTS FROM AN EXISTING HEATING AND COOLING SYSTEM ARE EXTENDED, DUCT SYSTEMS WITH LESS THAN 40 LINEAR FEET IN UNCONDITIONED SPACES SHALL NOT BE REQUIRED TO BE TESTED IN ACCORDANCE WITH SECTION R403.2.2. 2. EXISTING DUCT SYSTEMS CONSTRUCTED, INSULATED OR SEALED WITH ASBESTOS. R503.1.3 SERVICE HOT WATER SYSTEMS. NEW SERVICE HOT WATER SYSTEMS THAT ARE PART OF THE ALTERATIONS SHALL COMPLY WITH SECTION R403.5. EXCEPTION: REPLACEMENT OF WATER HEATING EQUIPMENT SHALL NOT BE REQUIRED TO COMPLY WITH SECTION R403.5.5. R503.1.4 LIGHTING. NEW LIGHTING SYSTEMS THAT ARE PART OF THE ALTERATION SHALL COMPLY WITH SECTION R404.1. EXCEPTION: ALTERATIONS THAT REPLACE LESS THAN 10 PERCENT OF THE LUMINARIES IN A SPACE, PROVIDED THAT SUCH ALTERATIONS DO NOT INCREASE THE INSTALLED INTERIOR LIGHTING POWER. APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT cV W _O 0 _O cn U) U) � 2i m m W CO W 11 (Y IY to N N N O O O N N N � I � I N I O N O O a= 0 E 2 o y o� m � Ji ano o o 3 E o a U � 2 .� rE (1) � Z U Q W o- L U p M C) E OV W Z CD U 00 U Oi) M a a � > _ ('7 N'U) O --,e N M E N C)LO p N W w U Z Wrn o N 00 W _JQ o� Q �o � NO � o 0 -aaa-) rn w G102 Copy provided to both Yes ❑ Time and Location Yes ❑ the AHJ and the owner stamp of test No ❑ No ❑ provided 2. A COPY OF THE ICC ESR REPORT FOR THE PRODUCT USED MUST BE PROVIDED ON THE JOB SITE FOR FIELD INSPECTOR VERIFICATION. 3. THE APPLIED SPRAY FOAM MUST BE INSTALLED BY A CERTIFIED INSTALLER. WASHINGTON STATE ENERGY CODE WINDOW, SKYLIGHT AND DOOR SCHEDULE Window, Skylight and Door Schedule Project Information JUTRAS RESIDENCE 9700 242ND PL SW EDMONDS WA 98020 Ref. U-factor Exempt Swinging Door (24 sq. ft. max.) Exempt Glazed Fenestration (15 sq. ft. max.) Vertical Fenestration (Windows and doors) Component Description Ref. U-factor WINDOW TYPE A A505 0.28 WINDOW TYPE B A505 0.28 Overhead Glazing (Skylights) Component Contact Information KEIR VONDRUSKA - KV ARCHITECTURE 425-260-0413 kvondruska@kva-arch.com Width Height Qt. Feet I"`h Feet I"G' Area UA 11 11 :F:M I 0.0 0.00 0.0 0.00 Width Height Of FPPt Inch FPpf Inch MMEME M©E©E =MEMO =MEMO =MEMO =MEMO =MEMO =MEMO MEMEM MMEMEi ==■M■ ==EMO MEMM■ =MEMO =MEMO =MEMO =MEMO =MEMO ____■ __■_■ =MEMO =MEMO =MEMO =MEMO ==■MO ==EMO =MEMO =MEMO =MEMO MEMEM =MEMO =MEMO =MEMO Sum of Vertical Fenestration Area and UA Vertical Fenestration Area Weighted U = UA/Area Her. u-Tactor Width Height reet reet Sum of Overhead Glazing Area and UA Overhead Glazing Area Weighted U = UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.01 0.00 35.3 9.88 0.28 Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.01 0.00 0.00 35.31 9.88 SIMPLE HEATING SYSTEM SIZE: WASHINGTON STATE Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2018 and 2021 Washington State Energy Code (WSEC) . 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. This tool is for the permitting purposes only. A Manual J calculation is required to meet the requirement of the Washington State Energy Code. Project Information Contact Information JUTRAS RESIDENCE KEIR VONDRUSKA - KV ARCHITECTURE 9700 242ND Pl. SW 425-260-0413 EDMONDS WA 98020 kvondruska@kva-arch.com Heating System Type: O ai other systems O Heat Pump To see detailed instructions for each section, place your cursor on the word "Instructions" Design Temperature Deisgn Temperature 24 Instructions IEdmonds Design Temperature Difference (AT) 46 AT=indoor(70dag )-OurdoorDesignTemp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area (sq ft) Average Ceiling Height Instructions Average Ceiling Height (ft) Glazing and Doors Instructions U-0.28 Skylights Instructions Insulation Attic Instructions R-00 Single Rafter or Joist Vaulted Ceilings Instructions select R-Value Above Grade Walls (.-Fig- 11 Instructions R-20 STD +R-5 ci Floors Instructions R-38 Below Grade Walls and Slabs (see Figure fJ Instructions wall 8, Slab Select wall & Slab Insulation Depth Select nearest slab depth Slab on Grade r-Fig- f) Instructions Iselect R-Value Location of Ducts Instructions Conditioned Space Conditioned Volume 7.8 659 U-Factor X Area = UA 0.280 35 9.80 U-Factor X Area = UA 0.50 0.00 U-Factor X Area = UA 0.024 85 2.04 U-Factor X Area UA No selection 0 -- U-Factor X Area UA 0.045 157 7.07 U-Factor X Area UA 0.025 85 2.13 Wall U-Factor X Area UA No Selection 0 -- Slab F-Factor X Length UA F-Factor X Le� UA No selection - Duct Leakage Coefficient 1.000 Sum of UA 21.03 Envelope Heat Load 967 Btu / Hour Route 1. Sum of UA x AT Air Leakage Heat Load 327 Btu I Hour Volume x 0.6 x oT x 0.018 Above Grade Building Design Heat Load 1,295 Btu / Hour Air leakage +envelope heat loss Building and Duct Heat Load 1,295 Btu /Hour Ducts in unconditioned space: sum of building heat loss x 1.10 Ducts in conditioned space: sum of building heat loss x 1 Maximum Heat Equipment Output 1,618 Btu / Hour Building and duct heat loss x 1.40 for forced air furnace Building and duct heat loss x 1.25 for heat pump (a7/nul3J VABOR BARRIER Specification Sheet MemBrainTM Continuous Air Barrier & Smart Vapor Retarder PRODUCT DESCRIPTION Basic Use: CertainTeed's MemBrain" Continuous Air Barrier & Smart Vapor Retarder is a vapor retarder sheeting intended for use with unfaced, vapor -permeable mass insulation (fiberglass and mineral wool) in wall and ceiling cavities. Benefits: MemBrain Continuous Air Barrier & Smart Vapor Retarder is a polyamide film that changes its permeability with ambient humidity conditions, all while providing a continuous air seal. The product's permeance is 1 perm or less when tested in accordance with ASTM E96, dry cup method, and increases to greater than 10 perms using the wet cup method. This process allows closed building envelope systems to increase their drying potential with seasonal climatic changes. With a high resistance to water vapor in winter, MemBrain reacts to relative humidity by altering pore size, allowing water vapor to pass through it. When conditions change and relative humidity increases above 60%, the pores in the material expand and its permeability increases. This transformation permits drying to occur, in either direction, through the process of vapor diffusion. Thus, its lowered resistance value supports the drying process, therefore decreasing moisture accumulation within the construction and potential moisture damage. When installed with standard tape and sealing practices, it creates an air barrier that has been tested under stringent performance guidelines. This product can be used in place of traditional vapor retarders with unfaced fiberglass insulation to provide an insulation system that is ideal in some of the more severe climate condition areas in terms of both temperature and humidity. In addition, MemBrain may be installed as an interior air barrier system combined with recommended tapes and sealants. Composition and Materials: MemBrain Continuous Air Barrier & Smart Vapor Retarder is a Class A Fire Rated 2-mil thick film of polyamide (nylon). Limitations: MemBrain Continuous Air Barrier & Smart Vapor Retarder is recommended for use in heating and mixed climates. The product is not suited for cooling climates with high outdoor humidities. MemBrain is not suitable in buildings with exceptionally high, constant indoor humidity levels, such as swimming pools and spas. This product should also not be used with specialty - conditioned spaces with relative humidities intentionally greater than 50%. Use of MemBrain is not recommended where residential humidification systems are set at relative humidities greater than 50%. MemBrain's performance in rooms with short peaks of high humidity, such as bathrooms and kitchens, will not be affected because of the buffering action of interior finishes. Do not use low permeance interior finishes such as vinyl wallpaper or vapor retarding paints with MemBrain. The drying benefits of MemBrain will diminish with the use of low permeance finishes. MemBrain has not been tested for use with wet spray insulation systems and is not recommended at this time. MemBrain should not be used as a vapor barrier between concrete subfloors and flooring materials, or as a ground cover in basements and crawl spaces. This product is not recommended for applications having direct or indirect (reflected) ultraviolet light exposure due to solar or electrical sources. Special care should be taken when working with an open flame. Check local practice and/ or building codes for use of vapor retarders. To avoid danger of suffocation, keep this and all plastic film away from babies and small children. www.certainteed.com/insulati-on- _LU LJ CertainTeed SAINT GOBAIN MemBrain" Continuous Air Product Name Barrier & Smart Vapor Retarder Manufacturer CertainTeed Corporation Address 20 Moores Road Malvem, PA 19355 Phone 800-233-8990 Website www.certainteed.corrilmembrein TECHNICAL DATA Applicable Standards • Model Building Codes: -ICC -National Building Code of Canada 2005 & 2010 Articles 9.25.4.2 Articles 9.25.3 • Water Vapor Permeance: -ASTM C665 Section 7.4, Water -Vapor Permeance -ASTM E96 Fire Properties -ASTM E84 Surface Burning Characteristics Flame Spread Index < 25 Smoke Developed Index < 450 Quality Assurance CertainTeed's commitment to quality and environmental management has ensured the registration of the Athens, Chowchilla and Kansas City plants to ISO 9001:2008 and ISO 14001:2004 standards. PROPERTY TEST METHOD RESULT Water Vapor ASTM E96 Permeance Desiccant Method 51.0 perm (57ng/Pa•s•ml WaterVapor ASTME96 Permeance Water Method >10 perms (572ng/Pa•s•ml No unusual aspect of corrosion such as Connosivity ASTM C665 pitting, cracking and adhesive cure inhibhion Fungi Resistance ASTM C1&% No growth Sizes: This product is manufactured in nominal widths to cover interior walls that are 8, 9,10 and 12 feet high. The material is folded and rolled to create rolls containing 100 linear feet of product. Available standard sizes are listed in Table 1. Table 1 width Length t r=- Coverage mr-maiggavarprimm.. Roll Weight (with Box & Coe) r Rolls/Paller Weight/Pallet 8 ft.4 in. (2.54m) 100 ft (30.48m) 833 ft2 (77.4 m2) 11.1 Its. (5.0 kg) 45 545 Its. (247 kg) 9 ft. 4 in. (2.84m) 100 ft. (30.48m) 933 ft2 (86.7m2) 12.5 Its. (5.7 kg) 45 608 lbs. (276 kg) 10 it 4 in. (3.15m) 100 it (30.48m) 1,033 ft2 (96.0 m2) 13.7 lbs. (6.2 kg) 40 593 lbs. (269 kg) 12 ft.4 in. (3.76m) 100 ft. (30.48m) 1,233 ft2 (114.5 m2) 17.0 Ibs (7.7 kg) 30 555 lbs. (2521 g) `48" It 219 mm) maximum pallet height INSTALLATION For most areas, vapor retarders should be installed on the warm -in -winter side of the insulation (toward the interior). For some warm and humid areas, the vapor retarder should be installed towards the exterior of the building envelope MemBrain is not intended to be used as an exterior vapor retarder. Check local practice and/or building codes. Installation in wood framing: Same as polyethylene sheeting. Please see MemBrain Installation Instructions for Wood Framing and Steel Framing (30-28-142). Installation as an air barrier system: MemBrain may be installed as a continuous interior air barrier system. Please see MemBrain Air Barrier Installation for Wood Framing (30-28-137). AVAILABILITY AND COST Manufactured and sold throughout the United States. For availability and cost, contact your local contractor, retailer or distributor, or call CertainTeed Sales Support Group at 800-233-8990. MAINTENANCE Not required. TECHNICAL SERVICES Technical assistance can be obtained from either the local CertainTeed sales representative, or by calling CertainTeed Sales Support Group at 800-233-8990, 5ea'a NAIMA :�aG�ate ENEHGY GTFP li� M�M„v�cica'[w A•i•ocunow v CertainTeed Corporation ��ltllllffllll fill l7� CEILINGS • DECKING • FENCE • GYPSUM • INSULATION • RAILING • ROOFING • SIDING • TRIM SAINT-GOBAI N 20 Moores Road Malvern, Pa 19355 Professional: 800-233-8990 Consumer: 800.782-8777 certainteed.com ©1/19 CertainTeed Corporation, Printed in the USA, Code No. 30-28-080 WASHINGTON STATE ENERGY CODE NOTES R406.3 ADDITIONAL ENERGY EFFICIENCY REQUIREMENTS. EACH DWELLING UNIT IN A RESIDENTIAL BUILDING SHALL COMPLY WITH SUFFICIENT OPTIONS FROM TABLE R406.2 SO AS TO ACHIEVE THE FOLLOWING MINIMUM NUMBER OF CREDITS 2. ADDITIONS 150 SQUARE FEET TO 500SF DWELLING UNITS = 0 CREDITS PROJECT IS A 102SF ADDITION ENERGY CREDITS REQUIRED = 0 TOTAL ENERGY CREDIT PROPOSED = 0 [•]i1Nl►01111.y114x 110HiraQI=A Z:�.��u�:zel-til:421911 . NON REQUIRED APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT cV O O U) U) W U) to 1 m m 2 Z) Z) w w w d Of Of O r r r r9 - q r r V Cr d7 CV � o o 0 aT T i0 �U fEt= E E2 � m N E E o T �6 r E �o Y N O � z U Q Nn 00 (� U E � O U LU 00 U (� (B >Q M Y M /=�11 It CA 'Zi- EO (� N E N -0 C O O C1- w U Z W o 0 N 10 0 3: U) CIO M W _JQ o� U) �� � NO 0 10 � rn w G103 Vicinity Map C.-, — SITE 2381h SISW 2381h SI SW +oe , 3 3 — — Seattle Asbestos Of Wash'ngton 23BIh St SN m m _ AyrSW All Service Autorn Wi�nA�.vay .entery 3 — 3 i 4 Westgate Adult P Family Home P ay loath slsW 240th St SW 240th St SW 240th StSW 4 — O Angry Fish 240tr, St 3 2dOth PI SW e 240tn vl sw 3 a cH love Q 8 '? 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Go gl¢ Q _ _ ., N 2D1st sI Site / Buildina Data OWNER MICHAEL & MEGAN JUTRAS PROJECT ADDRESS 9700 242ND PL SW EDMONDS, WA 98020 CONSTRUCTION TYPE: 2021 IRC TYPE V-B BUILDING SBC OCCUPANCY TYPE: R3 - RESIDENTIAL / SINGLE FAMILY EXISTING SITE AREA: .24 ACRES or 10,454SF YEAR BUILT: 1971 EXISTING BUILDING FLOOR AREA: BASEMENT: 1584SF FIRST FLOOR 1584SF ATTACHED GARAGE: 480SF REMODELED RESIDENCE 110SF ADDITION (GSF) (E) LIVING UNITS: 1 (E) BEDROOMS: 6 WATER PUBLIC SEWER PUBLIC EXISTING NUMBER OF STORIES 1.5 STORY w/ BASEMENT PROPOSED NUMBER OF STORIES NO CHANGE TAX PARCEL NUMBER: 00450300001000 T-R-S-Q 27-03-36-SE ZONING RS-8 (16.20.030 ) MIN LOT SIZE 8,000SF MAX. LOT COVERAGE ALLOWED: 35% (10,454SF X.35 = 3,658SF MAX) SETBACKS 16.20.030 STREET 25' SIDE 7.5' REAR 15' MAX HEIGHT 25' EXISTING LOT COVERAGE: 35% MAX (16.20.030) 1,620SF EXISTING HOUSE 476 (E) ATTACHED GARAGE 133SF (E) FRONT DECK AND STAIRS 432 (E) REAR DECK AND STAIRS TOTAL 2,661 SF LOT COVERAGE or 25.4% PROPOSED LOT COVERAGE: 1,620SF EXISTING HOUSE + 99SF ADDITION = 1,722SF 476 (E) ATTACHED GARAGE 133SF (E) FRONT DECK AND STAIRS 330 (R) REAR DECK AND STAIRS TOTAL 2,760SF LOT COVERAGE or 26.4% 21.15.110 Coverage. Coverage means the total ground coverage of all buildings or structures on a site measured from the outside of external walls or supporting members or from a point two and one-half feet in from the outside edge of a cantilevered roof, whichever covers the greatest area. NEW / REPLACED 1 IMPERVIOUS SURFACE 106SF ECA: 25% SLOPE FOR TREES EROSION HAZARD General Notes 1. CALL LOCAL UTILITIES BEFORE YOU DIG 2. CONTRACTOR RESPONSIBLE FOR POSTING ALL PERMITS ON SITE Legal Description TAX PARCEL NUMBER: 00450300001000 LEGAL DESCRIPTION: FORSHEES FIRDALE VILLAGE 5 BLK 000 D-00 - LOT 10 EXC THAT PTN DAF BEG AT SE COR SD LOT10 TH NLY ALG ELY LN SD LOT 17.35FT TH WILY PLT S LN SD LOT TAP ON THE SWLY LN SD LOT TH SELY ALG SWLY LN TO SW COR SD LOT TH ELY ALG SLY LN TO TPB —EROSION HAZAR\Q LINE ADJACENT PARCEL arcel:00450300 0 1 \ arcem: RS-8 ON I >> \� I PROPERTY LINE I ADJACENT PARCEL I Parcel: 00450300000900 RS-8 ZONE O I Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance \ of any currently existing illegal, nonconforming or i unpermitted building, structure or site condition which \ is outside the scope of the permit application, regardless of whether such building, structure or condition is ' shown on the site plan or drawing. Such building, \ structure or condition may be the subject of a separat enforcement action. \ Zone -- RS-s Corner Flag Setbacks: Required Actual Front 25' no ^_rh Sides 7.5' E= 22' Rear 15' 36' Other 25' ' 24' 9" Height Applies to new addition ONLY ass \ < C4 �� \ \c< \ss EDGE OF ROAD \ �395 / cc` \ \ \ w< < SS EXTERIOR LIGHTING WILL BE SHIELDED \ we \�c� MANHOLE I ND DIRECTED AWAY F OM ADJACENT LOT CONSTRUCTION i ENTRANCE ' SEE DETAIL ER 900 � SZ w � — SS — S — SS — ss _ SS _ SS — I \ '-,-,HEET\A102 < Sz \w\C< ss —s— ss-ss-SS -SS- SS v v S S - S S--- S S C� ' (E) \ ZS w�c< DRIVEWAY \` \ lv� 481SF zz� \w<\ct \ ' 2 ---} \ \ EDGE OF 31 \ w c� � cc \ I A390.2' ROAD / \ w< Q f s \ w CL 41 CL CL 3 � / \ EROSION \ w� \ \ HAZARD LINE / \ (E)SF SIDEWALK s3 1 395SF \ DECK 397.9 \ � (, M 100.0' DATUM F.H 267'-0' (� FF389' / /ARAG�E / V A �� TEMP STOC � k 476SF / � � PILE AREA �TO \ / LOT / BE COVER ' \ COV RAGE WITHIN \ PROPERTY 4020 4HOURS h ` / \ \ LINE MAI N� _ ENTRY \ 400 398 2 394. ALL DISTUBED AREAS TO BE COMPOST B 38\.8 (E) SFR \ 2 \ I \ \ 6 L —I AMENDED PER 2018 � 3� � � 1 � BASE NIT FF389 \ \ SWMMWW BMP T.5.13 1620SF \ FIRST F OR FF 399'-10 ,\4" LOT COVERAGE 394 i 432SF (E), DECK & < (IMPERVIOUS) / ' I EROSION H ZAR[ �j \ (25% SLOPE FO BUILD IN �/ A NEW 39 \ ETBACKS \ 1 OVERBUILQ� AD CENT PP ROOF Parc : 0045 AREA i RS-8 ONE LA AREA 1 rs 390 i FI L R FED 1 � \ � SEE AN \ DETAIL 90 \� NOTE: FILTER S CKS �A \ SHEET Al 2\ ADDED TO ANY C H C 386.4' NEW i b-DWNSTREAM FROM CONS\CTION SITE SE PR IDE ORAN CANTILEVER / / I PROT IVE FENCI � —ADDITION ER 902 SH ET Al 02 AROUND L TREE 388 I L \ DRIP LINES --�[ J \ ALL DISTURBED SOILS � � O ALL STING TREES TO, -REMAIN RO ION HA D �1P1E 1 TO COMPOST MENDED \ �`� 386___� o SLOPE OR TREESy PBi $MP T5.1 \ WA - S E 903 INSTALL AMD 4AINTAIN ` MEASURES ACTOR DING 384 =AP -PROVED P NS, CITI \� 382 EDMOND-S—STIA DARD D \ AND ALL OTH 1;--M1=ASL.._� MAY_ BE R E Q U P--BUT I H to CONSTRUCTION 380 I 0 378 LANDSLIDE HAZARD LINE -- -- — -- — -- -- - - 376 55 6 — \ I\ P R0 P ERTY_____ �\ LINE APPROVED BY PLANNING *ALL LOT LINES & DIMENSIONS ARE APPROXIMATE — ARCHITECT MAKES NO GUARANTEES AS TO ACCURACY \ THIS DRAWING IS AN ARCHITECTURAL REPRESENTATION OF THE SITE, IT IS NOT A SURVEY. Feb 13 2025 \ AD J CENT PARCEL P rcel: 00450300001001 i �\ RS-8 ZONE �, Heiaht Calculations A. +390.2 B. +383.8 C. +386.4 D. +394.2 DATUM POINT / WATER METER @ 389.9 AVERAGE GRADE 390.2+383.8+386.4+394.2 = 1554.6/4 = 388.65' or 388'-7 13/16" HEIGHT OF NEW ADDITION = 24'- 8 9/16" MAXIMUM ALLOWED = AVERAGE GRADE + 25' = 413' - 7 13/16" 1 -EXISTING /PROPOSED SITE PLAN SCALE:1:10 0 5 10 20 30 Z 0 A 1= 10 APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N O O w U) U) U) U) W m m LL LL 0 N N N 1 1 N 1 rn N C:) r C:) 0 N � T T p E0 o E ,= E �m a o E E o T rE E � o >T Y N Q fulz � Z Up M U E o LU00 U a) CA (� cy Q ca 0- C'7 V �Y1 N CU C) E N C O CV (n 'ql- Y w U z WC) o N 1100 W �Q o� QZ � � NO 0 � rn w A101A TABLE (TYP) n Gltl���GrI��I���7�E.'7��I»� 2" MIN 5" MAX " MIN " MAX 8" DIAMETER MIN WATTLE DETAIL 8" DIAMETER SPACING WATTLE TABLE SLOPE MAXIMUM SPACING 1 H:1 V 10'-0" 2H:1 V 20'-0" 3H:1 V 30'-0" 4H:1 V 40'-0" >4H:1V ONE RUN ONLY NOTES: 1. COMPOST WATTLES RECOMMENDED ON SLOPES. USE STRAW WATTLES IN PAVEMENT APPLICATION. 2. ON SLOPES, INSTALL WATTLES PERPENDICULAR TO THE FLOW DIRECTION AND PARALLEL TO THE SLOPE CONTOURS. INSTALLATION SHALL BE IN ACCORDANCE WITH WSDOT STANDARD SPECIFICATION 8-01.3(10). 3. RUNOFF SHALL NOT RUN UNDER OR AROUND ROLL. ADDITIONAL STAKING MAY BE NECESSARY TO PREVENT UNDERCUTTING. 4. WATTLES SHALL BE INSPECTED REGULARLY, AND IMMEDIATELY AFTER A RAINFALL PRODUCES RUNOFF. REMOVE SEDIMENT AND ACCUMULATIONS WHEN EXCEEDING 1/2 HEIGHT BETWEEN THE TOP OF THE WATTLE AND THE GROUND SURFACE. milrdKollows]ylef J'! PUBLIC WORKS DEPARTMENT WATTLE INSTALLATION APPROVED BY: R. ENGLISH NOTES: REVISION DATE JANUARY 2018 STANDARD DETAIL ER-903 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN THIS APPLICATION AT ALL TIMES DURING CONSTRUCTION PERIOD. 2. ANY SEDIMENT IN CATCH BASIN INSERT SHALL BE REMOVED WHEN INSERT IS ONE-THIRD FULL. 3. CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN. REVISION DATE CITY OF EDMONDS TEMPORARY JANUARY 2018 SEDIMENT TRAP PUBLIC WORKS FOR CATCH BASINS STANDARD DEPARTMENT DETAIL Fs t 1 g g APPROVED BY: R. ENGLISH E R- 9 0 2 N )E FULL WIDTH 3RESS/EGRESS DETAIL NOTES: O THE MINIMUM LENGTH SHALL BE EXTENDED AS NECESSARY TO ENSURE MATERIAL IS NOT TRACKED OFF SITE AND/OR INTO THE PUBLIC RIGHT-OF-WAY. O ATB DRIVEWAY RAMP AND/OR SITE ACCESS ROAD 15' WIDE MIN. SEE TABLE BELOW FOR REQUIRED LENGTH. NOTES: 1. SURFACE WATER - ALL SURFACE WATER FLOWING OR DIVERTED TOWARD CONSTRUCTION ENTRANCES SHALL BE PIPED ACROSS THE ENTRANCE. IF PIPING IS IMPRACTICAL, A MOUNTABLE BERM WITH 5:1 SLOPES WILL BE PERMITTED. 2. MAINTENANCE - THE ENTRANCE SHALL BE MAINTAINED IN A CONDITION WHICH WILL PREVENT TRACKING OR FLOWING OF SEDIMENT OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY. THIS MAY REQUIRE PERIODIC TOP DRESSING WITH ADDITIONAL QUARRY SPALLS AS CONDITIONS DEMAND AND REPAIR AND/OR CLEANOUT OF ANY MEASURES USED TO TRAP SEDIMENT. ALL SEDIMENT SPILLED, DROPPED, WASHED OR TRACKED OFF SITE AND/OR ONTO PUBLIC RIGHT-OF-WAY MUST BE REMOVED IMMEDIATELY. 3. WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO LEAVING THE SITE. WHEN WASHING IS USED, IT SHALL BE DONE ON AN AREA STABILIZED WITH QUARRY SPALLS AND WHICH DRAINS INTO AN APPROVED SEDIMENT TRAPPING DEVICE. 4. INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. PROJECT SIZE MIN LENGTH OF (FEET) QUARRY SPALLS* < 1/4 ACRE 30 < 1 ACRE 50 < 3 ACRE 100 > 3 ACRE 100 *PROVIDE ATB OR ASPHALT TRANSITION WHERE FRONTAGE ROAD IS AN ARTERIAL. LENGTH TO BE DETERMINED BY CITY INSPECTOR. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN STABILIZED CONSTRUCTION ENTRANCE APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-901 i cU NOTES: 1. CONTRACTOR/DEVELOPER SHALL MAINTAIN AND ENSURE PROPER EROSION CONTROL THROUGHOUT PROJECT. 2. SILT FENCE TO BE PLACED DOWNSLOPE OF CONSTRUCTION ACTIVITY. CITY OF EDMONDS PUBLIC WORKS DEPARTMENT CITY INSPECTION REQUIRED ON ALL EROSION CONTROL METHODS BEFORE OTHER WORK CAN BEGIN FILTER FABRIC FENCE FILTRATION SYSTEMS APPROVED BY: R. ENGLISH REVISION DATE JANUARY 2018 STANDARD DETAIL ER-900 APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N O O LU co cn ~ m m 5� Z) D lo� U) co LU LU LU C C N CD O O CD (D N N N N (A N 0 0 Z U � W U O (a U E W � o U m cO c6 Q cv a� > cy) N cn NT mi co CD� E N -0 O C O Cn � CN _k w U z W o 0 N 00 W Q oU) U) z Q � 0 � NO � o � � o-) w Al 02 N r I Ln n I L O I N -o -- -- - I N 0 I CONTRACTOR TO PROVIDE TEMP SHORING AS NEEDED DURING REMOVAL OF WALLS EXISITNG EGRESS WINDOW — VERIFY 44" MAX SILL HEIGHT SEE DETAIL 1 1 /A901 TO CONFIRM OPERABLE OPENING AREA MINIMUM EXISTING EXTERIOR DOORS AND WINDOWS TO REMAIN UNO MECHANICAL, ELECTRICAL & PLUMBING PERMITS BY GC 1 1 2 3 A303 4 c 71'-2 3/4" 20'-0" 18'-1 1 " 10'-2" 22'-1 3/4" ------------ - — — — — — — — — — — — — — — — SEE SITE PLAN I I� I II JI J �— - L ill — IIII I (E) DECK ABOVE UP h TO REMAIN pi-) � 1 �11;S TO REMIN 1 A301 UCIVIU UCL.I'\ HDUVC E IST 1 A302 GENERAL NOTES: 1. ALL WORK SHALL MEET ALL APPLICABLE BUILDING CODES, COUNTY CODES & ORDINANCES 2. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN I.R.C. AS LISTED IN STRUCTURAL NOTES 3. COMPLIANCE CARDS TO BE POSTED FOR WALLS FLOORS CEILINGS FOR VERIFICATION OF INSULATION 4. PROVIDE METAL NAIL STOPPERS ADJ. TO PLUMBING / ELECTRICAL 5. ALL CONCRETE TO WOOD CONTACT - WOOD TO BE PRESSURE TREATED 6. MECHANICAL, PLUMBING & ELECT. TO CONFIRM & OBTAIN ALL NECESSARY PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION (AHJ) INCLUDING CITY OF EDMONDS 7. HVAC IS FORCED AIR GAS WITH INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS - EXISTING SYSTEM 8. HOT WATER BY OTHER. INSTAHOT UNDER CABINET MOUNTED SYSTEM OR HOT WATER TANK 9. MECHANICAL VENTILATION / OUTSIDE AIR SUPPLY REFERENCE IRC M1505 (WASHINGTON STATE AMENDMENTS) 10. FIRE AND DRAFT STOPS: PER IRC R302.11 AND 302.12. INSTALL DRAFT STOPS SO THAT CONCEALED SPACE DOES NOT EXCEED 1,000SF ALL EXTERIOR WOOD TO BE PT, CEDAR OR REDWOOD. LEGEND SMOKE ALARM PER IRC:R314 HARDWIRED TO THE MAIN ELECTRICAL SYSTEM WITH BATTERY BACKUP (E F EXHAUST FANS PER IRC:M1505 50CFM INTERMITTENT BATHROOM 100CFM INTERMITTENT KITCHEN (WHF) © PROVIDE STAIRWELL ILLUMINATION PER IRC R303.6 - - - - - - - - - - - SG SAFETY GLAZING PER IRC R308 (E) EXTERIOR Cp CARBON MONOXIDE ALARMS PER WALLS TO REMAIN IRC R315 �D HEAT DETECTOR or HEAT ALARM PER IRC - WS AMENDMENTS R314.2.3 ® WINDOW SYMBOL - SEE SCHEDULE SHEET A603 ® EGRESS WINDOW SYMBOL - SEE SITE PLAN PER IRC:R310 AS LOCATED ON PLANS FOR ADDITIONAL EGRESS SEE SCHEDULE SHEET A6.03 INFORMATION ® DOOR SYMBOL - SEE SCHEDULE SHEET A6.01 O WALL & FLOOR TYPES - SEE SHEET A9.01 +9'-0"GWB CEILING HEIGHT LOCAT. SEE SHEET A7.00 FOR FINISH SCHEDULE, MAT-# EQUIPMENT SCHEDULE & LIGHTING SCHEDULE SW1 SHEARWALL TAG SPAN DIRECTION STAIRS PER IRC R311.7 1 - EXISTING / DEMO BASEMENT FLOOR PLAN SCALE: 1/4 = 1 -0 0 2 4 8 12 1"= 4' APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N w _O (/) _O (/)� U) U) 5� 5� � m m 0� U) U) a of of N N N O O O N N N O � � N O O W z7 ru U Q N a n O C6 U E OV LUco U a) 0-)m cv ca >Q a > Y U) m N M O E N C O N co -1:1- Y w U z W o N 00 (1) U) m W Q ry o� U) Z Q � ,I.z N O 0 � rnw A2O0A 2 A304 I Ln n 2 1 2 3 A303 4 G 71'-2 3/4" 20'-0" 18'-1 1 " 10'-2" 22'-1 3/4" i J r 0) I LO 0 N I I N 0 I I II I II CONTRACTOR TO PROVIDE it TEMP SHORING AS NEEDED DURING REMOVAL OF WALLS ' �T-TT-F --T --1 I i I I II II II II II II II III � � �L _ _ = III I III I II I EXISTING EXTERIOR DOORS AND WINDOWS TO REMAIN UNO MECHANICAL, ELECTRICAL & PLUMBING PERMITS BY GC 2 i A301 SEE SITE PLAN FOR ADDITIONAL INFORMATION 1 - PROPOSED BASEMENT FLOOR PLAN SCALE: 1/4" = 1'-0" 0 2 4 8 12 1"= 4' 2 Nv GENERAL NOTES: 1. ALL WORK SHALL MEET ALL APPLICABLE BUILDING CODES, COUNTY CODES & ORDINANCES 2. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN I.R.C. AS LISTED IN STRUCTURAL NOTES 3. COMPLIANCE CARDS TO BE POSTED FOR WALLS FLOORS CEILINGS FOR VERIFICATION OF INSULATION 4. PROVIDE METAL NAIL STOPPERS ADJ. TO PLUMBING / ELECTRICAL 5. ALL CONCRETE TO WOOD CONTACT - WOOD TO BE PRESSURE TREATED 6. MECHANICAL, PLUMBING & ELECT. TO CONFIRM & OBTAIN ALL NECESSARY PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION (AHJ) INCLUDING CITY OF EDMONDS 7. HVAC IS FORCED AIR GAS WITH INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS - EXISTING SYSTEM 8. HOT WATER BY OTHER. INSTAHOT UNDER CABINET MOUNTED SYSTEM OR HOT WATER TANK 9. MECHANICAL VENTILATION / OUTSIDE AIR SUPPLY REFERENCE IRC M1505 (WASHINGTON STATE AMENDMENTS) 10. FIRE AND DRAFT STOPS: PER IRC R302.11 AND 302.12. INSTALL DRAFT STOPS SO THAT CONCEALED SPACE DOES NOT EXCEED 1,000SF ALL EXTERIOR WOOD TO BE PT, CEDAR OR REDWOOD. LEGEND SMOKE ALARM PER IRC:R314 HARDWIRED TO THE MAIN ELECTRICAL SYSTEM WITH BATTERY BACKUP (E F EXHAUST FANS PER IRC:M1505 50CFM INTERMITTENT BATHROOM 100CFM INTERMITTENT KITCHEN (WHF) © PROVIDE STAIRWELL ILLUMINATION PER IRC R303.6 SG SAFETY GLAZING PER IRC R308 CO CARBON MONOXIDE ALARMS PER IRC R315 �p HEAT DETECTOR or HEAT ALARM PER IRC WS AMENDMENTS R314.2.3 ® WINDOW SYMBOL - SEE SCHEDULE SHEET A603 ® EGRESS WINDOW SYMBOL - PER IRC:R310 AS LOCATED ON PLANS EGRESS SEE SCHEDULE SHEET A6.03 ® DOOR SYMBOL - SEE SCHEDULE SHEET A6.01 O WALL & FLOOR TYPES - SEE SHEET A9.01 +9'-0"GWB CEILING HEIGHT LOCAT. SEE SHEET A7.00 FOR FINISH SCHEDULE, MAT-# EQUIPMENT SCHEDULE & LIGHTING SCHEDULE SW1 SHEARWALL TAG SPAN DIRECTION STAIRS PER IRC R311.7 APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N wU) _O _O U) U) U) m m Of U) U) a ly ly N N N 0 0 0 1�10 � � N o o fu W z7 -1--j U Q Nn m �O OV W 00 a) M (� t >Q 0-> Y co �1 N O Z3 E N -0 C LO O N (n It -�>e w U z W o N (1) U) 00 m W -jQ o� U)�� � NO 0 � rn w A200B N I Ln n 0 � EXIST'G o I CONTRACTOR TO PROVIDE TEMP SHORING AS NEEDED DURING REMOVAL OF WALLS DN I EXISTING EXTERIOR DOORS AND WINDOWS TO REMAIN UNO MECHANICAL, ELECTRICAL & PLUMBING PERMITS BY GC I I I I 1 3 A303 71'-2 3/4" 18'-1 1" 10'-2" C1(�JI/U C I�JI/�.7 C I�JI/V - —/ �/ - i I i I i 22'-1 3/4" I i I i I i (E) STAIR TO REMAIN 1 I A301 I E IST - -- -- -- 0 0 I N(I DEMO y EXTERIOR WALL �-0 :�J- w� w DEMO EXISTING DECK fl rA An rV IC`TIA In 7)A f]TI AI 1 A302 DASHED LINE INDICATES EXISTING ROOF ABOVE TO REMAIN REMOVE EXISTING FLOOR & FLOOR SHEATHING TO ACCESS EXISTING JOISTS CONTRACTOR TO PROVIDE TEMP SHORING AS NEEDED DURING REMOVAL OF WALLS SEE SITE PLAN FOR ADDITIONAL INFORMATION 1 - EXISTING / DEMO UPPER FLOOR PLAN SCALE: 1/4" = 1'-0" 0 2 4 8 12 1"= 4' N GENERAL NOTES: 1. ALL WORK SHALL MEET ALL APPLICABLE BUILDING CODES, COUNTY CODES & ORDINANCES 2. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN I.R.C. AS LISTED IN STRUCTURAL NOTES 3. COMPLIANCE CARDS TO BE POSTED FOR WALLS FLOORS CEILINGS FOR VERIFICATION OF INSULATION 4. PROVIDE METAL NAIL STOPPERS ADJ. TO PLUMBING / ELECTRICAL 5. ALL CONCRETE TO WOOD CONTACT - WOOD TO BE PRESSURE TREATED 6. MECHANICAL, PLUMBING & ELECT. TO CONFIRM & OBTAIN ALL NECESSARY PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION (AHJ) INCLUDING CITY OF EDMONDS 7. HVAC IS FORCED AIR GAS WITH INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS - EXISTING SYSTEM 8. HOT WATER BY OTHER. INSTAHOT UNDER CABINET MOUNTED SYSTEM OR HOT WATER TANK 9. MECHANICAL VENTILATION / OUTSIDE AIR SUPPLY REFERENCE IRC M1505 (WASHINGTON STATE AMENDMENTS) 10. FIRE AND DRAFT STOPS: PER IRC R302.11 AND 302.12. INSTALL DRAFT STOPS SO THAT CONCEALED SPACE DOES NOT EXCEED 1,000SF ALL EXTERIOR WOOD TO BE PT, CEDAR OR REDWOOD. LEGEND SMOKE ALARM PER IRC:R314 HARDWIRED TO THE MAIN ELECTRICAL SYSTEM WITH BATTERY BACKUP EF EXHAUST FANS PER IRC:M1505 50CFM INTERMITTENT BATHROOM 100CFM INTERMITTENT KITCHEN (WHF) © PROVIDE STAIRWELL ILLUMINATION PER IRC R303.6 SG SAFETY GLAZING PER IRC R308 CO CARBON MONOXIDE ALARMS PER IRC R315 �D HEAT DETECTOR or HEAT ALARM PER IRC WS AMENDMENTS R314.2.3 ® WINDOW SYMBOL - SEE SCHEDULE SHEET A603 ® EGRESS WINDOW SYMBOL - PER IRC:R310 AS LOCATED ON PLANS EGRESS SEE SCHEDULE SHEET A6.03 ® DOOR SYMBOL - SEE SCHEDULE SHEET A6.01 O WALL & FLOOR TYPES - SEE SHEET A9.01 +9'-0"GWB CEILING HEIGHT LOCAT. SEE SHEET A7.00 FOR FINISH SCHEDULE, MAT-# EQUIPMENT SCHEDULE & LIGHTING SCHEDULE SW1 SHEARWALL TAG SPAN DIRECTION STAIRS PER IRC R311.7 APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N w _O co _O co U) U) � 5� 2 U) m m 0- 0 0 0 N N N � � N rn N o o W z7 ru U Q N In I m 00 C6 U E � O00 W U 0-) m (� >Q a > Y u) m N M O E N C O N co -1:1- Y w U z W o 00 WU) �Q o� Z Q � "Ztz NO 0 � rnw A201A 2 A304 I Ln n LOI F I N 0 I CONTRACTOR TO PROVIDE TEMP SHORING AS NEEDED DURING REMOVAL OF WALLS EXISTING EXTERIOR DOORS AND WINDOWS TO REMAIN UNO MECHANICAL, ELECTRICAL & PLUMBING PERMITS BY GC 2 71'-2 3/4" 2 20'-0" 18'-1 1 " 10'-2" 22'-1 3/4" 2 Nv ASHED LINE INDICATES XISTING ROOF ABOVE TO EMAIN -W ROOF ABOVE ZEMANUFACTURED ;USSES @ 24" O.C. WALL THIS WALL BATT w/ R10 CI SEE SITE PLAN FOR ADDITIONAL INFORMATION 1 - PROPOSED UPPER FLOOR PLAN SCALE: 1/4" = 1'-0" 0 2 4 8 12 1"= 4' GENERAL NOTES: 1. ALL WORK SHALL MEET ALL APPLICABLE BUILDING CODES, COUNTY CODES & ORDINANCES 2. ALL NAILING SHALL COMPLY WITH NAILING SCHEDULES IN I.R.C. AS LISTED IN STRUCTURAL NOTES 3. COMPLIANCE CARDS TO BE POSTED FOR WALLS FLOORS CEILINGS FOR VERIFICATION OF INSULATION 4. PROVIDE METAL NAIL STOPPERS ADJ. TO PLUMBING / ELECTRICAL 5. ALL CONCRETE TO WOOD CONTACT - WOOD TO BE PRESSURE TREATED 6. MECHANICAL, PLUMBING & ELECT. TO CONFIRM & OBTAIN ALL NECESSARY PERMITS FROM ALL AUTHORITIES HAVING JURISDICTION (AHJ) INCLUDING CITY OF EDMONDS 7. HVAC IS FORCED AIR GAS WITH INTERMITTENT WHOLE HOUSE VENTILATION USING EXHAUST FANS - EXISTING SYSTEM 8. HOT WATER BY OTHER. INSTAHOT UNDER CABINET MOUNTED SYSTEM OR HOT WATER TANK 9. MECHANICAL VENTILATION / OUTSIDE AIR SUPPLY REFERENCE IRC M1505 (WASHINGTON STATE AMENDMENTS) 10. FIRE AND DRAFT STOPS: PER IRC R302.11 AND 302.12. INSTALL DRAFT STOPS SO THAT CONCEALED SPACE DOES NOT EXCEED 1,000SF ALL EXTERIOR WOOD TO BE PT, CEDAR OR REDWOOD. LEGEND SMOKE ALARM PER IRC:R314 HARDWIRED TO THE MAIN ELECTRICAL SYSTEM WITH BATTERY BACKUP (E F EXHAUST FANS PER IRC:M1505 50CFM INTERMITTENT BATHROOM 100CFM INTERMITTENT KITCHEN (WHF) © PROVIDE STAIRWELL ILLUMINATION PER IRC R303.6 SG SAFETY GLAZING PER IRC R308 CO CARBON MONOXIDE ALARMS PER IRC R315 HEAT DETECTOR or HEAT ALARM PER IRC WS AMENDMENTS R314.2.3 ® WINDOW SYMBOL - SEE SCHEDULE SHEET A603 ® EGRESS WINDOW SYMBOL - PER IRC:R310 AS LOCATED ON PLANS EGRESS SEE SCHEDULE SHEET A6.03 ® DOOR SYMBOL - SEE SCHEDULE SHEET A6.01 O WALL & FLOOR TYPES - SEE SHEET A9.01 +9'-0"GWB CEILING HEIGHT LOCAT. SEE SHEET A7.00 FOR FINISH SCHEDULE, MAT-# EQUIPMENT SCHEDULE & LIGHTING SCHEDULE SW1 SHEARWALL TAG SPAN DIRECTION STAIRS PER IRC R311.7 APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N w _O U) _O U) u) U)u) m m Of U) U) a ly ly v v Ln N N N O O O N N N N O N � o o z7 fu -1--j U Q Nn 4-0 m �O OV W CID a) M (� t >Q 0-> Y N O Z3 EN-0c LO 0 N (n It -�>e w U z W o N 00 W -jQ o� U)�� � NO 0 � rn w A201 B N I 1n n I L O I N —o -- -- — I O I 71'-2 3/4" 20$-0" 1 A303 10'-2" I I I I 36" RAILING WALL TO REMAIN 1 I I i A301 i 22'-1 3/4" (E) BEARING WALL TO REMAIN Y U W 1O 0 to w 0 SEE SITE PLAN FOR ADDITIONAL INFORMATION 1 - EXISTING / DEMO ROOF PLAN SCALE: 1/4" = V-0" 0 2 4 8 12 1"= 4' GENERAL ROOFING NOTES: 1. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 7158, 85 MPH; D, G OR H OR ASTM D 3161, 85 MPH, A, D OR F 2. PRE —MANUFACTURED WOOD TRUSSES: (A) EACH TRUSS SHALL BEAR THE QUALITY CONTROL STAMPS AS WELL AS THE MANUFACTURING PLANT'S NAME, ADRESS, DESIGN LOAD AND MAX. SPACING (B) SHALL BE INSTALLED AND BRACED AS PER MANUFACTURES SPEC (C) ENGINEERING DATA AND DETAILS SHALL BE APPROVED BY THE BUILDING OFFICIALS BEFORE ANY FIELD CUTS OR TRUSS ALTERATIONS. (D) SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION. (E) PRE—FAB WOOD TRUSSES TO BE DESIGNED BY A LICENSED WASHINGTON STATE ENGINEER. DESIGN AND LAYOUT TO BE SUBMITTED FOR APPROVAL AND TO BE AVAILABLE AT JOB SITE FOR INSPECTION. (F) GABLE —END TRUSSES TO HAVE VERTICAL MEMBERS BETWEEN DIAGONALS AT 24" OC, FOR SHEATHING ATTACHMENT,. (G) APPROVED HANGERS TO BE USED AT ALL CONNECTIONS. (H) BOTTOM CHORD OF TRUSSES TO BE HELD OFF OF NON —BEARING WALLS WITH SIMPSON STD CLIP OR GABLE —END TRUSS TO BE DIAGONALLY BRACED FROM RIDGE EACH WAY TO TOP PLATE. PROVIDE 2X6 STRONG BACK ON TOP OF BOTTOM CHORD AT MID SPAN (OR AT 1 /3 POINTS OF SPANS OVER 28 FEET) (J) TRUSS TO TRUSS CONNECTION HARDWARE TO BE DESIGNED BY TRUSS ENGINEER. (K)NO CUTTING OR OTHER MODIFICATION OF TRUSSES ARE ALLOWED 2. ROOF VENTILATION REQUIREMENTS: 2 X VENT BLOCKING SHALL HAVE THREE 2" DIA. HOLES AT 4" OC WITH CORROSION RESISTANT WIRE METAL MESH INSECT / BIRD BLOCKING WITH OPENINGS OF 1 /4" il:Z•��ya_r•P.1N17_1:��_��i7■:Z•Z•7��I_1■I�I�][•L�jWilVI�:ia:7_1�11�[e1_1 4. VALLEY FLASHING: VALLEY FLASHING FOR WOOD SHINGLES & SHAKES VALLEY FLASHING SHALL BE NOT LESS THAN NO. 28 GALVANIZED SHEET THAT IS CORROSION —REISTANT METAL APPLIED OVER AN UNDERLAYMENT OF NOT LESS THAN TYPE 15 LBS. FELT. EXTEND AT LEAST 1 12" EA. WAY FOR SHINGLES AND SHINGLES. OVERLAP A302 NOT LESS THAN 4" VALLEY FLASHING FOR ASPHALT SHINGLES AS REQ'D FOR WOOD SHINGLES EXCEPT THEY SHOULD BE UNDERLAYED W/ 15 LBS FELT EXTENDING 18" EA WAY N LEGEND (E F N �4 EGRESS SW1 SMOKE ALARM PER IRC:R314 HARDWIRED TO THE MAIN ELECTRICAL SYSTEM WITH BATTERY BACKUP EXHAUST FANS PER IRC:M1505 50CFM INTERMITTENT BATHROOM 100CFM INTERMITTENT KITCHEN (WHF) PROVIDE STAIRWELL ILLUMINATION PER IRC R303.6 CARBON MONOXIDE ALARMS PER IRC R315 HEAT DETECTOR or HEAT ALARM PER IRC WS AMENDMENTS R314.2.3 WINDOW SYMBOL — SEE SCHEDULE SHEET A603 EGRESS WINDOW SYMBOL — PER IRC:R310 AS LOCATED ON PLANS SEE SCHEDULE SHEET A6.03 DOOR SYMBOL — SEE SCHEDULE SHEET A6.01 WALL & FLOOR TYPES — SEE SHEET A9.01 CEILING HEIGHT SEE SHEET A7.00 FOR FINISH SCHEDULE, EQUIPMENT SCHEDULE & LIGHTING SCHEDULE SHEARWALL TAG SPAN DIRECTION STAIRS PER IRC R311.7 APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N w _O _O U) U m m 0� U) U) w w w a of of N N N 0 0 0 N N N co v � � N � N � o o z ruN Z U Q O C6 U E OV LUco U a) 0-)m cv ca >Q a > Y Ict U) -1:1- m N M O E N C O N (D -1:1- Y w U z W o 00 W _jQ ry oCf) U) Z Q � "Ztz NO 0 � rnw A202A 2 A304 N I` I n 0 I N 0 I i I I I I I I I I I I I I I I I I I I I I I I I I I I L 2 1 T T A303 T 71'-2 3/4" I I I I I 20'-0" 18'-11" I. 10'-2" 22'-1 3/4" 2 I II II A301 SHINGLES TO MATCH EXISTING )OFING FELT o/ SHEATHING T. o/ PREMANUFACTURED ) 24" O.C. — OVER BUILD JOF ATTIC SPACE — PROVIDE NSULATION — VENTED RIDGE EXISTING ROOF AREA PLAN TIONAL ION -W GUTTERS TO EXISTING )OWNSPOUT SYSTEM ROOF VENTING NOTES ATTIC AREA #1 ROOF VENTILATION CALCULATIONS 1 SF PER 150SF ATTIC SPACE 185SF/150SF = 1.23SF REQUIRED EAVE VENTS = (3) 2"dia. HOLES PER BAY X 2 BAYS — 6 HOLES PER SIDE X 2 SIDES = 12 HOLES 12 VENT HOLES ® .0218SF EA. = .26SF TOTAL @ EAVES CONT. RIDGE VENT = 1 V-10" (LENGTH) x 2" = 1 .97SF ® RIDGE VENT TOTAL PROVIDED = .26SF @ EAVE + 1.97SF @ CONT. RIDGE VENT = 2.23SF PROVIDED > 1.23SF REQUIRED PROVIDE CORROSION RESISTANT WIRE CLOTH SCREEN @ ALL VENT OPENINGS 1 - PROPOSED ROOF PLAN SCALE: 1/4" = V-0" 0 2 4 8 12 1"= 4' GENERAL ROOFING NOTES: 1. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D 7158, 85 MPH; D, G OR H OR ASTM D 3161, 85 MPH, A, D OR F 2. PRE -MANUFACTURED WOOD TRUSSES: (A) EACH TRUSS SHALL BEAR THE QUALITY CONTROL STAMPS AS WELL AS THE MANUFACTURING PLANT'S NAME, ADRESS, DESIGN LOAD AND MAX. SPACING (B) SHALL BE INSTALLED AND BRACED AS PER MANUFACTURES SPEC (C) ENGINEERING DATA AND DETAILS SHALL BE APPROVED BY THE BUILDING OFFICIALS BEFORE ANY FIELD CUTS OR TRUSS ALTERATIONS. (D) SHALL HAVE DESIGN DETAILS AND DRAWINGS ON SITE FOR FRAMING INSPECTION. (E) PRE-FAB WOOD TRUSSES TO BE DESIGNED BY A LICENSED WASHINGTON STATE ENGINEER. DESIGN AND LAYOUT TO BE SUBMITTED FOR APPROVAL AND TO BE AVAILABLE AT JOB SITE FOR INSPECTION. (F) GABLE -END TRUSSES TO HAVE VERTICAL MEMBERS BETWEEN DIAGONALS AT 24" OC, FOR SHEATHING ATTACHMENT,. (G) APPROVED HANGERS TO BE USED AT ALL CONNECTIONS. (H) BOTTOM CHORD OF TRUSSES TO BE HELD OFF OF NON -BEARING WALLS WITH SIMPSON STD CLIP OR GABLE -END TRUSS TO BE DIAGONALLY BRACED FROM RIDGE EACH WAY TO TOP PLATE. PROVIDE 2X6 STRONG BACK ON TOP OF BOTTOM CHORD AT MID SPAN (OR AT 1 /3 POINTS OF SPANS OVER 28 FEET) (J) TRUSS TO TRUSS CONNECTION HARDWARE TO BE DESIGNED BY TRUSS ENGINEER. (K)NO CUTTING OR OTHER MODIFICATION OF TRUSSES ARE ALLOWED 2. ROOF VENTILATION REQUIREMENTS: 2 X VENT BLOCKING SHALL HAVE THREE 2" DIA. HOLES AT 4" OC WITH CORROSION RESISTANT WIRE METAL MESH INSECT / BIRD BLOCKING WITH OPENINGS OF 1 /4" i�ii: 930mIm03ti]ImI IF_110w affe1ilkm\Z6Z61mmW_1ImI'll IIIIley-AIswelviIII \a9WONAII'll [e1_V 4. VALLEY FLASHING: VALLEY FLASHING FOR WOOD SHINGLES & SHAKES VALLEY FLASHING SHALL BE NOT LESS THAN NO. 28 GALVANIZED SHEET THAT IS CORROSION -REISTANT METAL APPLIED OVER AN UNDERLAYMENT OF NOT LESS THAN TYPE 15 LBS. FELT. EXTEND AT LEAST 12" EA. WAY FOR SHINGLES AND SHINGLES. OVERLAP 2 A301 NOT LESS THAN 4" VALLEY FLASHING FOR ASPHALT SHINGLES AS REQ'D FOR WOOD SHINGLES EXCEPT THEY SHOULD BE UNDERLAYED W/ 15 LBS FELT EXTENDING 18" EA WAY LEGEND EF IN �4 EGRESS SW1 SMOKE ALARM PER IRC:R314 HARDWIRED TO THE MAIN ELECTRICAL SYSTEM WITH BATTERY BACKUP EXHAUST FANS PER IRC:M1505 50CFM INTERMITTENT BATHROOM 100CFM INTERMITTENT KITCHEN (WHF) PROVIDE STAIRWELL ILLUMINATION PER IRC R303.6 CARBON MONOXIDE ALARMS PER IRC R315 HEAT DETECTOR or HEAT ALARM PER IRC WS AMENDMENTS R314.2.3 WINDOW SYMBOL - SEE SCHEDULE SHEET A603 EGRESS WINDOW SYMBOL - PER IRC:R310 AS LOCATED ON PLANS SEE SCHEDULE SHEET A6.03 DOOR SYMBOL - SEE SCHEDULE SHEET A6.01 WALL & FLOOR TYPES - SEE SHEET A9.01 CEILING HEIGHT SEE SHEET A7.00 FOR FINISH SCHEDULE, EQUIPMENT SCHEDULE & LIGHTING SCHEDULE SHEARWALL TAG SPAN DIRECTION STAIRS PER IRC R311.7 APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N w _O U) _O U) u) u) U) m m Of U) U) w w w 0- ly ly N N N 0 0 0 N o o A z fu Z i--i Q U O O U L Ld I --CID U a) M (� It m >Q 0-> Y M �1 It U) It m c\jN M CD E N -0 C LO O 04 (n Y w U z W o N 00 W _jQ o� U)�� � NO 0 � rn w A202B Y 3 4 5 (E) MASONRY CHIMNEY TO REMAIN (E) SKYLIGHT 1� TO REMAIN _ _ _ _ _ ROOF LEVEL 29'-011 2 HEIGHT LIMIT 413' 7-13/16" REMOVE EXISTING ROOF SHINGLES FOR NEW ROOF - THIS AREA PLATE WINDOW ■■■■■■■■■■■■■■■��■■■■■■■■■■■!■■■■■■■■�■■■■■■■■■ ■ ■ ■ ■ .110.10.10.1 ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�� ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■�■ ■ ■ ■ ■ ■ ■ ■ HUM ■■■■■■■■■■■■■■■��■■■■■■■■■■■■�■■■■■■■�■■■■■■■■■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■, ■ ---------------------I-------- • • _-- --397.9 DATUM — WATER METER (E) STAIRS AND DECK TO REMAIN UNO n2 Cam - DEMO PORTION OF EXISTING DECK - REPAIR GUARD AS REQUIRED i GR CDE BASEMENT ----0'-0" -- -- -- -- -- -- -- -- -- -- -- - 25'-8 7/16" DEMO SECOND FLOOR EXTERIOR WALL AVERAGE_ GRADE — SHORE AS REQUIRED PRIOR TO DEMO +39 -7 13%16" 1 - EXTERIOR ELEVATION - EXISTING / DEMO - SOUTH SCALE: 1/4" = V-0" 0 2 4 8 12 1"= 4' nI.I II flll/lr ! I IIA I I - - \IA-1 I -1-k- Al 2 - EXTERIOR ELEVATION - PROPOSED - SOUTH EXTERIOR ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING & HOLD DOWNS PER PLAN PRIOR TO INSTALLING SIDING 2. MASONRY & WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER IRC CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS, PENETRATIONS, DOORS, WINDOWS & OPENINGS 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER IRC R703.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER IRC R903.2 / R903.2.1 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR DOORS INCLUDING GARAGE TO INTERIOR DOOR(S) 7. PROVIDE CONTINUOUS GALVANIZED GUTTERS & DOWNSPOUTS AT ALL EAVES 8. POST ADDRESS VISIBLE FROM THE STREET WITH MINIMUM 4" HEIGHT 1/2" WIDE STROKE 9. PRIME & PAINT EXTERIOR SIDING & TRIM PER OWNER 10. ROOF EAVES WITHIN 5' OF THE PROPERTY LINE TO BE FIRE BLOCKED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING, PER IRC TABLE R302.1(1) FOOTNOTE "a" 11. EXTERIOR GRADE TO SLOPE 6" IN 10' FROM RESIDENCE PER IRC 401.3 12. CLOSED EXTERIOR SOFFITS & CEILINGS SHALL SMOOTH HARDIE PANEL SIDING o/ WRB PER DETAILS 13. GABLE END VENTS SHALL BE "DECORATIVE FOR EXPOSURE" WHEN EXTERIOR WALL IS LOCATED 5' OR LESS FROM PROPERTY LINE, SEE IRC TABLE R302.1(1) & 3' OR LESS, SEE TABLE R302.1(2) AND SHALL BE USED FOR VENTING WHEN EXTERIOR WALL IS >5' OR >3' FROM PROPERTY LINE. 14. PROVIDE OUTDOOR AIR DUCTS PER WSEC 15. COORDINATE LOCATION OF ALL EXTERIOR PENETRATIONS WITH ARCHITECT 16. NOTIFY ARCHITECT OF ALL EXTERIOR ALIGNMENT DISCREPANCIES WITH PLAN DIMENSIONS - ALIGNMENT TAKES PRECEDENT WHEN POSSIBLE APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N 0 0 w co co cn m m Of U) V) a N N N 1 N 1 1 1 1 N 1 d7 N — O r O N z ru :3z U Q N o_ a- UC) (6 U NT E 0 U W 0 00 (1) or) (Q ca Q c� - cy) N ' O N co O Z3 E N CN O Lo 0 N 0 ;1- Y w U z W o 0 N 00 W �Q oU) C/) z Q � ,:I-z NO 0 � 0 0 � rn w A301 SCALE: 1/4" = V-0" 0 2 4 8 12 1"= 4' E D C B�I (E) MASONRY r'LJIAAKICV T(1 DCAAAINI SCALE: 1/4" = V-0" 0 2 4 8 12 1"= 4' 2 - EXTERIOR ELEVATION - PROPOSED- EAST EXTERIOR ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING & HOLD DOWNS PER PLAN PRIOR TO INSTALLING SIDING 2. MASONRY & WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER IRC CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS, PENETRATIONS, DOORS, WINDOWS & OPENINGS 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER IRC R703.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER IRC R903.2 / R903.2.1 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR DOORS INCLUDING GARAGE TO INTERIOR DOOR(S) 7. PROVIDE CONTINUOUS GALVANIZED GUTTERS & DOWNSPOUTS AT ALL EAVES 8. POST ADDRESS VISIBLE FROM THE STREET WITH MINIMUM 4" HEIGHT 1 /2" WIDE STROKE 9. PRIME & PAINT EXTERIOR SIDING & TRIM PER OWNER 10. ROOF EAVES WITHIN 5' OF THE PROPERTY LINE TO BE FIRE BLOCKED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING, PER IRC TABLE R302.1(1) FOOTNOTE "a" 11. EXTERIOR GRADE TO SLOPE 6" IN 10' FROM RESIDENCE PER IRC 401.3 12. CLOSED EXTERIOR SOFFITS & CEILINGS SHALL SMOOTH HARDIE PANEL SIDING o/ WRB PER DETAILS 13. GABLE END VENTS SHALL BE "DECORATIVE FOR EXPOSURE" WHEN EXTERIOR WALL IS LOCATED 5' OR LESS FROM PROPERTY LINE, SEE IRC TABLE R302.1(1) & 3' OR LESS, SEE TABLE R302.1(2) AND SHALL BE USED FOR VENTING WHEN EXTERIOR WALL IS >5' OR >3' FROM PROPERTY LINE. 14. PROVIDE OUTDOOR AIR DUCTS PER WSEC 15. COORDINATE LOCATION OF ALL EXTERIOR PENETRATIONS WITH ARCHITECT 16. NOTIFY ARCHITECT OF ALL EXTERIOR ALIGNMENT DISCREPANCIES WITH PLAN DIMENSIONS — ALIGNMENT TAKES PRECEDENT WHEN POSSIBLE APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N O_ O_ wcn cn cn cn w 5� 5� w m m Q� cf) U) w w w w 0� 0� Lo N N N 0 0 0 (.0— It N 6 N � O — O N z ro Z -I--& U Q (Dn O 0 U U wco a) M (� cy Q ca -5 -c `t En It cu N co o ENS c 0 o cn It Y w U z W o 0 N U) C/) co (3) W -jQ o� Q �� � NO 0 � 0 0 � rnw A302 SCALE: 1/4" = V-0" 0 2 4 8 12 1"= 4' 5 4 3 2 1 (E) MASONRY rWIAANI�-V Tr PF-KAAINI 1 - EXTERIOR ELEVATION -EXISTING -NORTH SCALE: 1/4" = V-0" 0 2 4 8 12 1"= 4' EXTERIOR ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING & HOLD DOWNS PER PLAN PRIOR TO INSTALLING SIDING 2. MASONRY & WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER IRC CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS, PENETRATIONS, DOORS, WINDOWS & OPENINGS 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER IRC R703.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER IRC R903.2 / R903.2.1 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR DOORS INCLUDING GARAGE TO INTERIOR DOOR(S) 7. PROVIDE CONTINUOUS GALVANIZED GUTTERS & DOWNSPOUTS AT ALL EAVES 8. POST ADDRESS VISIBLE FROM THE STREET WITH MINIMUM 4" HEIGHT 1 /2" WIDE STROKE 9. PRIME & PAINT EXTERIOR SIDING & TRIM PER OWNER 10. ROOF EAVES WITHIN 5' OF THE PROPERTY LINE TO BE FIRE BLOCKED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING, PER IRC TABLE R302.1(1) FOOTNOTE "a" 11. EXTERIOR GRADE TO SLOPE 6" IN 10' FROM RESIDENCE PER IRC 401.3 12. CLOSED EXTERIOR SOFFITS & CEILINGS SHALL SMOOTH HARDIE PANEL SIDING o/ WRB PER DETAILS 13. GABLE END VENTS SHALL BE "DECORATIVE FOR EXPOSURE" WHEN EXTERIOR WALL IS LOCATED 5' OR LESS FROM PROPERTY LINE, SEE IRC TABLE R302.1(1) & 3' OR LESS, SEE TABLE R302.1(2) AND SHALL BE USED FOR VENTING WHEN EXTERIOR WALL IS >5' OR >3' FROM PROPERTY LINE. 14. PROVIDE OUTDOOR AIR DUCTS PER WSEC 15. COORDINATE LOCATION OF ALL EXTERIOR PENETRATIONS WITH ARCHITECT 16. NOTIFY ARCHITECT OF ALL EXTERIOR ALIGNMENT DISCREPANCIES WITH PLAN DIMENSIONS — ALIGNMENT TAKES PRECEDENT WHEN POSSIBLE APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N O_ O_ w U) U) U) U) w 5� 5� � m m Q� cl) U) w w w w 0� 0� Lo N N N 0 0 0 (.0— It N 6N � O — O ro z Z -I--& U Q N n O O U Wco U 0) m (� cy Q ca cy) � cu o �co� E N C O O(n CVO Y w U z W o U) C/) co (3) W Q o� Q �� � NO 0 � 0 0 � rnw A303 A B C D E (E) MASONRY (`WIAAN�-V T(-1 C?�AAAIKI SCALE: 1/4" = V-0" A B C D E 0 2 4 8 12 1"= 4' NEW ROOF SHINGLES TO MATCH EXISTING o/ 30# ROOFING FELT o/ SHEATHING PER STRUCT. o/ PREMANUFACTURED TRUSSES - OVER BUILD EXISTING ROOF 1 - EXTERIOR ELEVATION - PROPOSED - WEST EXTERIOR ELEVATION NOTES: 1. VERIFY SHEAR WALL NAILING & HOLD DOWNS PER PLAN PRIOR TO INSTALLING SIDING 2. MASONRY & WOOD FRAME CHIMNEYS ARE TO BE CONSTRUCTED PER IRC CHAPTER 10 3. CAULK ALL EXTERIOR JOINTS, PENETRATIONS, DOORS, WINDOWS & OPENINGS 4. PROVIDE APPROVED CORROSION RESISTANT FLASHING AT EXTERIOR WALL ENVELOPE PER IRC R703.8 5. PROVIDE FLASHING AT ROOF PENETRATIONS PER IRC R903.2 / R903.2.1 6. PROVIDE WEATHER STRIPPING AT ALL EXTERIOR DOORS INCLUDING GARAGE TO INTERIOR DOOR(S) 7. PROVIDE CONTINUOUS GALVANIZED GUTTERS & DOWNSPOUTS AT ALL EAVES 8. POST ADDRESS VISIBLE FROM THE STREET WITH MINIMUM 4" HEIGHT 1 /2" WIDE STROKE 9. PRIME & PAINT EXTERIOR SIDING & TRIM PER OWNER 10. ROOF EAVES WITHIN 5' OF THE PROPERTY LINE TO BE FIRE BLOCKED FROM THE WALL TOP PLATE TO THE UNDERSIDE OF THE ROOF SHEATHING, PER IRC TABLE R302.1(1) FOOTNOTE "a" 11. EXTERIOR GRADE TO SLOPE 6" IN 10' FROM RESIDENCE PER IRC 401.3 12. CLOSED EXTERIOR SOFFITS & CEILINGS SHALL SMOOTH HARDIE PANEL SIDING o/ WRB PER DETAILS 13. GABLE END VENTS SHALL BE "DECORATIVE FOR EXPOSURE" WHEN EXTERIOR WALL IS LOCATED 5' OR LESS FROM PROPERTY LINE, SEE IRC TABLE R302.1(1) & 3' OR LESS, SEE TABLE R302.1(2) AND SHALL BE USED FOR VENTING WHEN EXTERIOR WALL IS >5' OR >3' FROM PROPERTY LINE. 14. PROVIDE OUTDOOR AIR DUCTS PER WSEC 15. COORDINATE LOCATION OF ALL EXTERIOR PENETRATIONS WITH ARCHITECT 16. NOTIFY ARCHITECT OF ALL EXTERIOR ALIGNMENT DISCREPANCIES WITH PLAN DIMENSIONS — ALIGNMENT TAKES PRECEDENT WHEN POSSIBLE APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N O_ O_ w U) U) U) U) w 5� 5� � m m Q� cf) U) w w w w 0� 0� Lo N N N 0 0 0 (.0— It N 6N � O — O ro N z Z -I--& U Q (D n O 0 U U wco a) M (� cy Q ca -5 -c `t En It cu N co o E N c 0 o cn It Y w U z W o 0 N U) C/) co (3) W -jQ o� Q �� � NO 0 � 0 0 � rnw A304 SCALE: 1/4" = V-0" 0 2 4 8 12 1"= 4' TXT DOOR SCHEDULE DOOR LEVEL TYPE MARK DOOR DIMENSIONS ROUGH WIDTH ROUGH HEIGHT DOOR DETAILS FIRE RATING HARDWARE GROUP GLASS TYPE MATERIAL & FINISH SHGC VISUAL LIGHT TRANSMITTANCE ER HEAT TRANSFER COEFFICIENT DESCRIPTION NOTES NUMBER ROOM NAME WIDTH HEIGHT THK DOOR HEAD DOOR JAMB DOOR THREA FRAME MATERIAL FRAME FINISH DOOR MATERIAL DOOR FI ORSIH (N)001 BATHROOM BASEMENT K 2'-4" 6'-8" 1-3/8" 2'-6" 6'-101/2" 4/A502 8/A502 12/A502 N/A SPEC N/A WOOD WOOD WOOD STAIN N/A N/A N/A DESCRIPTION N/A (N)002 (N) BATHROOM FIRST FLOOR P 2'-6" 6'-8" 1-3/8" 2'-6" 6'-8" MANUFAC MANUFAC MANUFAC N/A MANUFAC SAFETY ALUM ALUM ALUM PREFIN N/A N/A N/A SHOWER DOOR SHOWER DOOR - OUTSWING ONLY 1 - DOOR SCHEDULE SCALE:NTS DOOR SCHEDULE LEGEND MANUF. MANUFACTURER SF SAFETY GLASS WD WOOD ALUM ALUMINUM STL STEEL N/A NOT APPLICABLE VERIFY ALL DOOR PRIOR TO ORDERING VERIFY ALL JAMB WIDTH SIZES PRIOR TO ORDERING DOORS ALL SHOWER DOORS 24" MIN WIDTH - SAFETY GLAZING OUT SWINGING ONLY E® EXISTING DOOR TO REMAIN D® EXISTING DOOR TO BE DEMO'D (SALVAGE) N® NEW DOOR REMODEL / ADDITION PROJECT ® RELOCATED DOOR ® NEW DOOR - NEW PROJECT FLOOR LEVEL NOTES: 1. UNDERCUT ALL BATHROOM DOORS 1/2" 2. ALL EXTERIOR DOOR GLAZING U=.28 ENERGY CREDIT 1-3 PER TABLE R406.3 3. SAND & FIRETAPE GYP. BD. @ STORAGE ROOMS A B C EXTERIOR EXTERIOR EXTERIOR SWING DOOR SWING DOOR PAIR SLIDING GLASS L M INTERIOR EXTERIOR CRAWL SPACE ACCESS SWING DOOR R408.4 CLOSURE 18"X24" MIN. SOLID WOOD U = .28 U=.28 MAX 2 - DOOR TYPES SCALE:NTS N EXTERIOR 4 PANEL GLIDING DOOR 'I D EXTERIOR FOLDING DOOR Ll P INTERIOR - SHOWER DOOR OUTSWING DOOR 24" MIN WIDTH 22" CLEAR OPENING SAFETY GLAZING IRC P2708.1 E F INTERIOR INTERIOR SWING DOOR SWING DOOR PAIR Q R INTERIOR EXTERIOR BARN DOOR PIVOT DOOR G H J K EXTERIOR INTERIOR INTERIOR INTERIOR O.H. ROLLING GARAGE PAIR FOLDING SINGLE FOLDING POCKET DOOR - SINGLE DOOR S INTERIOR POCKET DOOR - DOUBLE T EXTERIOR 3 PANEL SLIDING DOOR 2'-0» v v � U INTERIOR ATTIC SPACE ACCESS R807.1 24"X30" MIN. U=.28 ALL DOOR GLAZING TO BE SAFETY GLAZING PER IRC 308 APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N _O (n _O � W U) U) � 00 00 lo� cf) cf) W W LLI d (y iy N N N O O O N N N N � N CD CD N � � Z U Q N � U p C6 U E OV LUco Z CD U U O-) m Ita m a� _co - N O -�e N M O E N O E U-) p N co It -N>e w U z W o 0 N 00 U) U) m W _jQ o� Q �o � NO � o � � rn w A501 3/16" 3/16" EQ EQ 4 - H EAD SCALE: 3"=1'-0" 1 /4" POCKET DOOR WALL TYPES VARIES SEE WALL SCHEDULE (2) 2X10 WOOD HEADER SHIM SPACE 1 x BLOCKING EA SIDE OF HANGER 1 x4 WD. TRIM (PAINT) POCKET DOOR TRACK & HANGER 1 x WDTRIM (PAINT) POCKET DOOR SEE DOOR SCHEDULE VERIFY JAMB WIDTH PRIOR TO ORDERING DOORS WALL TYPES VARIES SEE WALL SCHEDULE 1 x 4 WD TRIM (PAINT) LATCH AND PULL POCKET DOOR 3/4" WD. TRIM 8 - JAMB@POCKET DOOR SCALE: 3" =1'-0" TYPE A WD. TRIM DOOR FRAME & TRIM DOOR SEE DOOR SCHEDULE VINYL TRANSITION STRIP CARPET UNDERCUT 1/2" — TYP. FLOORING SEE PLAN 12 - DOOR THRESHOLD @ INTERIOR SCALE:3" =1'-0" MATERIAL TRANSITION APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N w _O U) _O U) u) u) U) 2 U m m Of U) U) w w w a ly ly N N N O O O i i i N o o fu z Z -1--j U Q n _N O � OV LU i co U a) M (� m Q ICU M �1 It E m NM C) Z3 E -0 N c o co It Y w U z W o o N (1) U) 00 m W �Q o� U)�� � NO 0 � rn w A502 WINDOW SCHEDULE VERIFY ALL WINDOW SIZE ROUGH OPENINGS & PROVIDE SHOP DRAWINGS FOR APPROVAL - PRIOR TO FABRICATION TYPE MARK MARK COUNT LEVEL WINDOW DIMENSIONS ROUGH WIDTH ROUGH HEIGHT OPERATION FRAME FINISH DETAILS MANUFACTURER VISUAL LIGHT TRANSMITTANCE SHGC SOLAR HEAT GAIN COEFFICIENT HEAT TRANSFER COEFFICIENT (U-VALUE) HEAD HEIGHT SAFETY GLAZING FALL PROTECTION COMMENTS SILL HEIGHT WIDTH HEIGHT HEAD JAMB SILL OA 1 1 FIRST FLOOR 36 -1/2" 7'-11 1/2" 3'-6 1/2" 38 1/2" T-8 1/2" SLIDER WOOD PAINT 2/A504 2/A504 3/A504 ANDERSON .51 .37 .28 6'-7" N N EGRESS - VERFY 5.7SF OPEN AREA FOR EGRESS O1 1 FIRST FLOOR 42"-1/4" 2'-3 1/2" 2'-9 1/2" 2'-5 1/2" 2'-11 1/2" CASEMENT WOOD PAINT 2/A504 2/A504 3/A504 ANDERSON .51 .37 .28 6'-7" Y N NEW WINDOW 1 - WINDOW SCHEDULE SCALE:NTS WINDOW SCHEULE NOTES 1. SEE PLANS FOR SAFETY GLAZING PER IRC R308 2. PROVIDE EGRESS WINDOWS PER SRC 310: SEE PLANS / ELEVATIONS. 5.7SF MIN AREA, 24" HEIGHT MIN X 20" WIDTH MIN SILL @ 44" MAX A.F.F. 3. U=0.28 MAX VERTICAL PER TABLE 6-1 PRESCRIPTIVE REQUIREMENTS FOR R-3 N OCCUPANCY ZONE 1 4. TYPICAL FLASHING PER DETAIL 1/A506 C° i� 6. VERIFY ROUGH OPENING REQUIREMENTS WITH WINDOW MANUFACTURER PRIOR TO ORDERING / CONSTRUCTION 7. SYMBOL (A) EM DEMO EXISTING WINDOW #x # # XT' EXISTING WINDOW TO REMAIN W x H NEW WINDOW U=.28MAX 8. ALL FENESTRATION TO BE NFRC 100, LABELED AND CERTIFIED BY THE MANUFACTURER 9. PER M1505 VENTILATION OPENINGS - OPERABLE WINDOWS TO BE PROVIDED WITH SCREENS, HAVE CONTROLLABLE AND SECURE OPENINGS 10. PROVIDE TRICKLE VENT @ ALL OPERABLE WINDOW 4SQ IN MIN. 11. SEE FALL PROTECTION DETAIL 1/A507 12. TYPICAL EGRESS WINDOW DETAIL 10/A507 13. TYPICAL SAFETY GLAZING DETAIL 9/A507 FLOOR LEVEL 7'-1 1 1/2" c� w Q W 0 Iz 0 7 11 1/2"x 3 6 1/2" SILL @ 36-1/2" X W 0 A I U n AREA Q 28SF — — — — — — — — — — — — — 2 - WINDOW TYPES SCALE: 1/2" = 1'-0" 0 I N 2'-3 1/2" 3 2 1 /2r x 2 9 1/2- SILL © 45"-1 /2" O AREA —-6.25SF—- APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N O O � � W U) U) Lu 5� 2 U) 00 00 Z) D cl) cl) W W W W � � Lo N N N O O 0 It i N ) N � O — O z � Z U N Q_ mi 0 (a U E W Ov m co U rn co co >a a Y > C`7 It co N O N O E N c O N U) It Y w U z W o 0 N U) 00 C3) w J Q> a 0 U) z U) � NO 0 � 0 0 � rnw A505 45 STEP 1: A. MAKE AN "I —CUT" (STANDARD I —CUT) IN THE WEATHER —RESISTIVE BARRIER 30 FELT). A MODIFIED I —CUT IS ALSO ACCEPTABLE. EG N WITH A HORIZONTAL CUT ACROSS THE TOP AND BOTTOM OF THE WINDOW OPENING. AT THE CENTER OF THE WINDOW OPENING CUT STRAIGHT DOWN FROM THE TOP TO THE WINDOW SILL. WEATHER —RESISTIVE BARRIER SHOULD BE REMOVED FROM TOP OF SILL PLATE. B. CUT TWO 45 DEGREE SLITS APPROX. 6"-8" EXTENDING FROM THE CORNER OF THE WINDOW HEAD, UP AND AWAY FROM THE WINDOW OPENING. THIS WILL CREATE A FLAP ABOVE THE ROUGH OPENING TO ALLOW HEAD FLASHING INSTALLATION. FLIP HEAD FLAP UP AND TEMPORARILY SECURE WITH TAPE. C. FOLD SIDE FLAPS INTO ROUGH OPENING AND SECURE TO INSIDE WALL. FLAPS SHOULD EXTEND TO INSIDE EDGE OF WINDOW FRAMING. CUT OFF EXCESS FLAPS AS DESIRED. -IORIZONTAL CUT VERTICAL CUT 1T STEP 3 SECURE HEAD FLAP TEMPORARILY WITH TAPE FOLD UP AND OUT OF WAY MFCHANICAI SECURE FLAPS VYCOR PLUS APPLIE HEAD NAIL FLANGE 6" HEAD FLASHING HEAD FLASHING EXTENDS BEYON[ JAMB FLASHING STEP 2: A. PRE—CUT GRACE VYCOR PLUS FLASHING FOR SILL, JAMB AND HEAD FLASHINGS. SEE TABLE BELOW FOR FLASHING LENGTH CUT LENGTHS. A 12" WIDE FLASHING IS RECOMMENDED FOR 2X6 EXTERIOR WALLS SO THAT A FULL DRAINAGE PLANE IS PROVIDED IN THE ROUGH OPENING. A 6" WIDE FLASHING IS RECOMMENDED FOR HEAD AND JAMB FLASHINGS. B. APPLY SILL FLASHING TO TOP WINDOW SILL. FLASHING SHOULD EXTEND TO INSIDE EDGE OF SILL FRAMING TO PROVIDE A FULL DRAINAGE PLANE FOR WINDOW OPENING. FLASHING SHOULD EXTEND VERTICALLY UP THE JAMBS A MINIMUM OF 6" ON BOTH SIDES. NOTE: SILL FLASHING SHOULD NOT WRAP ONTO THE INSIDE OF THE WALL. C. MAKE VERTICAL RELIEF CUTS STARTING FROM CORNER OF WINDOW SILL UPWARDS. ROLL SILL FLASHING FIRMLY ONTO EXTERIOR OF WALL. NOTE: SILL FLASHING SHOULD NOT EXTEND PAST OUTSIDE EDGES OF JAMB FLASHING. D. APPLY CORNER PATCH AT BASE OF RELIEF CUTS IN SILL FLASHING. EXTERIOR SHEATHING TURN UP 6" MIN. 12" SILL FLASHING WIDTH RECOMMENDED ASHING EDGE OF FRAMING FOLD 1 - TYPICAL WINDOW WATERPROOFING / FLASHING ASSEMBLY SCALE: 1/2" = V-0" STEP 5: A. INSTALL PRE—CUT HEAD FLASHING ON TOP OF WINDOW HEAD NAILING FLANGE. ROLL FIRMLY INTO PLACE. MECHANICALLY FASTEN HEAD FLASHING AT TOP OUTERMOST CORNERS. HEAD FLASHING SHOULD EXTEND BEYOND OUTER EDGES OF JAMB FLASHINGS. UOUS BEAD aLANT. 1/4" BEAD) STALL WINDOW -R MANUF. SPEC. STEP 4: A. INSTALL PRE—CUT JAMB FLASHINGS ON TOP OF NAILING FLANGES AFTER WINDOW HAS BEEN FULLY INSTALLED. ROLL FIRMLY INTO PLACE. B. JAMB FLASHING SHOULD EXTEND BEYOND SILL FLASHING AT BOTTOM OF WINDOW OPENING BOTH VERTICALLY AND HORIZONTALLY. AVOID REVERSE FLASHING AT THIS INTERSECTION. C. JAMB FLASHING SHOULD EXTEND APPROX. 6" ABOVE TOP OF WINDOW. EXTEND JAMB FLASHING ABOVE WINDOW 6" FLASHING WIDTH RECOMMENDED FLASHING FULLY NPS SILL FLASHING STEP 3: A. APPLY A CONTINUOUS BEAD OF SEALANT MIN. 1/4") TO ROUGH OPENING TO ENSURE CONTACT WIT BACKSIDE (INTERIOR) OF WINDOW NAIL FLANGE. ONLY APPLY SEALANT TO THE HEAD AND JAMBS. DO NOT CAULK ALONG SILL (BOTTOM OF WINDOW). B. INSTALL WINDOW PER MANUFACTURER'S RECOMMENDATION AND INSTALLATION PROCEDURE. C. REMOVE ANY EXCESS SEALANT FROM WINDOW'S NAILING FLANGES AND SURROUNDING AREA TO PROVIDE A SMOOTH CONTINOUS SUBSTRATE FOR JAMB AND HEAD FLASHINGS. STEP 6: STEP rJ A. WEATHER—RESIISTM0 WEATHER —RESISTIVE BARRIER(#30ELT) FLAP. B. FOLD FLAP DOWN OVER HEAD FLASHING. C. TAPE ALL SEAMS AND JOINTS WITH WEATHER —RESISTIVE BARRIER SEAM TAPE AS REQUIRED. CTF-D F STEP 7: TAPE SEAMS A. INSTALL TRIM BOARDS AROUND WINDOW PERIMETER. B. CAULK ALL GAPS BETWEEN WINDOW AND TRIM BOARDS. C. INSTALL METAL HEAD FLASHING (Z—METAL) ABOVE HEAD TRIM BOARD. SET METAL FLASHING INTO A CONTINUOUS BEAD OF SEALANT. D. INSTALL LAP SIDING, CAULKING ALL GAPS. E. INTERIOR SEAL: APPLY INSULATING FOAM SEALANT (AND BACKER ROD AS NECESSARY). F. DO NOT CAULK BOTTOM OF FIRST RUN OF SIDING PE AT BOTTOM VAPOR BARRIER 1 /2" GYP. (PAINT) 1 X4 WD. (PAINT) INTERIOR SI 3/4" WD. - (PAINT) SEALANT / BACKER R SHIM SPA( REQUIRED 2 - WINDOW HEAD SCALE: 3" =1-0" SEALANT BACKER 5/4 WD. - (PAIN_ INTERIOR 1 X4 WD. (PAINT) 1 /2" GY BD. (PAI DASHED INDICATE; BARRIER 3 - WINDOWSILL SCALE: 3" =1-0" R5 Cl - XPS INSULATION 3/4" PT FURRING STRIPS FRAMING PER PLAN PLYWD PER STRUCT. DWG'S SIDING o/ BUILDING PAPER o/ SHEATHING HEADER - SEE PLANS FOR HEADER CALLOUTS PROVIDE R10 RIGID INSUL GALV. FLASHING w/ END DAM DOUBLE STUD @ JAMB (NOT SHOWN) 1 X4 WD. TRIM GALV. FLASHING @ HEAD - LAP BUILDING PAPER OVER FLASHING WINDOW HEAD PER MANUF. EXTERIOR SIDE 1" INSULATED GLAZING U=.28 - (SAFETY GLAZING PER PLAN) NOTE: INSTALL ALL EXTERIOR WINDOWS PER MANUF. RECOMMENDATIONS - SEE DTL 1 /A504 FOR FLASHING INSTALLATION WD. SIDING JAMB SIM. 1" INSULATED GLAZING U=.28 - (SAFETY GLAZING PER PLAN) SCREEN BY WINDOW MANUFACTURER WINDOW SILL - INSTALL PER MANUFACTURERS RECOMMENDATIONS BACKER ROD & CAULK WINDOW PERIMETER 1 X4 WD. TRIM (PAINT) SHIM ENTIRE WIDTH OF SILL SIDING o/ 15# BUILDING FELT o/ SHEATHING PER STRUCT. DWG'S R-21 BATT INSUL w/ VAPOR BARRIER © INTERIOR SIDE 3/4" PT FURRING STRIPS EXTERIOR SIDE R5 Cl - XPS INSULATION PLYWD. PER STRUCTURAL WALL PER PLAN WD. SIDING A APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N O_ O_ W U) U) U) U) uj 2 2 cn DD DD Z) Z) Of co co W W W D_ 0 0 Lo N N N O O O i N d7 N — O O z fu Z 4-1 U Q Q) a- O comm�ei U E O LLI It U Z o U 00 O-) m m Q c6 a > _ cy) N N .— O E O co N 70 O N U) w U z Wo o N W Q o� Q � o � NO ~ o � � rZ. 0 � rnw A506 APPROVED EMERGENCY RELEASE WINDOW N A APPROVED WINDOW FALL PROTECTION PREVENTION DEVICE CONFORMING TO ASTM F2090 FLOOR LINE FINISHED GRADE INTERNATIONAL RESIDENTIAL CODE R312.2 WINDOW FALL PROTECTION WHERE THE OPENING OF AN OPERABLE WINDOW IS LOCATED MORE THAN 72 INCHES ABOVE THE FINISHED GRADE OR SURFACE BELOW, AND THE LOWEST PART OF THE CLEAR OPENING OF THE WINDOW IS LESS THAN 24 INCHES ABOVE THE FINISHED FLOOR, THEN ONE OF THE FOLLOWING MUST APPLY (I RC R312.2) 1. WINDOW OPENINGS SHALL NOT ALLOW THE PASSAGE OF A 4-INCH SPHERE. 2. PROVIDE WINDOW PROTECTION (ASTM F2090). 3. PROVIDE WINDOW OPENING CONTROL DEVICE (IRC R312.2.2). 1 - WINDOW FALL PROTECTION SCALE: 1/2" = V-0" REQUIRED @ DOOR NOT REQUIRED INTERVENTING WALL 2'-0" REQUIRED REQUIRED NOT REQUI OT REQUIRED OT REQUIRED OT REQUIRED FIXED GLAZING PANEL ASTM F2090-21 Abstract This specification establishes the installation, safety, performance, and labeling requirements for devices intended to address the risk of injury and death associated with accidental falls from windows by children five years old and younger. It applies to window fall prevention devices that are to be used on any window, including those that are designated for emergency escape (egress) and rescue (ingress). It is, however, not intended to meet the unique requirements of the Americans with Disabilities Act (ADA). LO GLAZING IN WINDOWS: M SAFETY GLAZING IN WINDOWS IS REQUIRED IF THE INDIVIDUAL PANEL MEETS ALL OF THE FOLLOWING REQUIREMENTS (R308.4.3): A. EXPOSED AREA OF THE INDIVIDUAL PANEL IS GREATER THAN 9 SQUARE FEET. B. THE BOTTOM EDGE OF THE GLAZING IS LESS THAN 18 INCHES FROM THE FLOOR. C. THE TOP EDGE OF THE GLAZING IS MORE THAN 36 INCHES ABOVE THE FLOOR. D. THERE IS A WALKING SURFACE WITHIN 36 INCHES, MEASURED HORIZONTALLY, FROM THE GLAZING. EXCEPTIONS: I. DECORATIVE GLAZING. II. WHERE A HORIZONTAL RAIL CAPABLE OF RESISTING 50 POUNDS PER LINEAR FOOT OF FORCE WITHOUT MAKING CONTACT WITH THE GLASS IS INSTALLED ON THE ACCESSIBLE SIDE OF THE GLAZING 34 TO 38 INCHES ABOVE THE WALKING SURFACE 9 - SAFETY GLAZING SCALE: 1/2" = V-0" V-8" 20" MIN CD I iOPENABLE CLEAR AR z = 5.7SF MINIMUM p = 5.OSF MIN @ 0� GRADE FLOOR OR w BELOW GRADE UE OPENINGS =1 1 It 0 w J CS cna Q v 10 - EGRESS WINDOWS SCALE: 1/2" = V-0" '),_ q n„ R310.2 EMERGENCY ESCAPE AND RESCUE OPENINGS. EMERGENCY ESCAPE AND RESCUE OPENINGS SHALL HAVE MINIMUM DIMENSIONS AS SPECIFIED IN THIS SECTION. R310.2.1 MINIMUM OPENING AREA. EMERGENCY AND ESCAPE RESCUE OPENINGS SHALL HAVE A NET CLEAR OPENING OF NOT LESS THAN 5.7 SQUARE FEET (0.530 M2). THE NET CLEAR OPENING DIMENSIONS REQUIRED BY THIS SECTION SHALL BE OBTAINED BY THE NORMAL OPERATION OF THE EMERGENCY ESCAPE AND RESCUE OPENING FROM THE INSIDE. THE NET CLEAR HEIGHT OF THE OPENING SHALL BE NOT LESS THAN 24 INCHES (610 MM) AND THE NET CLEAR WIDTH SHALL BE NOT LESS THAN 20 INCHES (508MM). EXCEPTION: GRADE FLOOR OPENINGS OR BELOW -GRADE OPENINGS SHALL HAVE A NET CLEAR OPENING AREA OF NOT LESS THAN 5 SQUARE FEET (0.465 M2). OPENABLE CLEAR AREA = 5.7SF MINIMUM = 5.OSF MIN @ GRADE FLOOR OR BELOW GRADE OPENINGS APPROVAL STAMP AREA RESUB N O O � � W U) U) Lu 5� 2 U) D D 0� CO CO W W W LID N N N O O O It N � N � O O � z =3 Z U Q N n F 2 i C) (a U E O � v W U m M co coa a� cY) N•_p� N M O E N -0 O N (n It Y w U z W o C) N U) C/) 00 C35 w J Q> a 0 U) z U) Q,,:I- � NO Z 0 � o � � rnw A507 IMOM"WOM CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT EXTERIOR ' I I I i SIDE I ' II (1) LAYER 1 /2" GYP BD. BATT INSUL. w/ /R-21 VAPOR BARRIER SEE SPECIFICATIONS SHEET G103 PLYWD. PER STRUCTURAL NOTES — RATED @ NORTH WALL (2) LAYERS 60 MINUTE GRADE D BUILDING PAPER OR APPROVED EQUAL R5 1 " RIGID CONTINUOUS INSULATION WD. SIDING PER ELEVATIONS BLOCKING AS REQUIRED 2X6 WOOD STUDS @ 16" O.C. ALL WOOD IN CONTACT WITH CONCRETE TO BE PT PRESSURE TREATED MR MOISTURE RESISTANT GYPSUM BOARD ADD PLYWOOD PER IN WET AREAS SHEARWALL SCHEDULE 1 - 2X6 STUD WALL - WD SIDING SCALE: 3"=1'-0" EXTERIOR INTERIOR SIDE WALL TYPE O EXTERIOR SI ALL WOOD IN CONTACT WITH CONCRETE TO BE PT PRESSURE TREATED MR MOISTURE RESISTANT GYPSUM BOARD IN WET AREAS LAYER 1 /2" GYP BD. R-13 BATT INSUL. w/ VAPOR BARRIER SEE SPECIFICATIONS SHEET G103 PLYWD. PER STRUCTURAL NOTES — RATED @ NORTH WALL (2) LAYERS 60 MINUTE GRADE D BUILDING PAPER OR APPROVED EQUAL R10— 2" RIGID CONTINUOUS INSULATION WD. SIDING PER ELEVATIONS INTERIOR SIDE BLOCKING AS REQUIRED 2X4 WOOD STUDS @ 16" O.C. ADD PLYWOOD PER SHEARWALL SCHEDULE WALL TYPE O 2 - 2X4 INFILL STUD WALL - NON -RATED SCALE: 3"=1'-0" INTERIOR SIDE ALL WOOD IN CONTACT WITH CONCRETE TO BE PT PRESSURE TREATED MR MOISTURE RESISTANT GYPSUM BOARD IN WET AREAS 9 EXISTING INTERIOR WALL TO REMAIN (1) LAYER 1 /2" GYP BD. (M.R. @ WET ROOMS or CONCRETE BOARD) ACOUSTIC SOUND BATT ALL INTERIOR WALLS SIDE 2X4 WOOD STUDS © 16" O.C. w/ BLOCKING AS REQUIRED ADD PLYWOOD PER SHEARWALL SCHEDULE WALL TYPE O - 2X4 STUD WALL - NON -RATED - GYPBD ONE SIDE SCALE: 3"=1'-0" INTERIOR INTERIOR SIDE — HEATED SPACE 10 - NEW FLOOR SCALE: 3"=1'-0" FLOOR FINISH PER ARCHITECT /4" T&G FLOOR PLYWD. ;REW OR NAIL AND GLUE EE STRUCTURAL DRAWINGS) 2x10 PER PLAN VB SEE SPECIFICATIONS SHEET G103 R-38 BATT. INSUL. @ w/ VB 1 /2" EXTERIOR GRADE PLYWD 5/8" EXTERIOR GWB SOFFIT FLOOR TYPE <FA> INTERIOR SIDE E (1) LAYER TYPE 1/2" GYP BD. (EACH SIDE) ACOUSTIC SOUND BATT ALL INTERIOR WALLS 2X6 WOOD STUDS @ 16" O.C. w/ BLOCKING AS REQUIRED ADD PLYWOOD PER SHEARWALL SCHEDULE ALL WOOD IN CONTACT WITH CONCRETE TO BE PT PRESSURE TREATED MR MOISTURE RESISTANT GYPSUM BOARD ADD PLYWOOD PER IN WET AREAS SHEARWALL SCHEDULE 3 - 2X6 STUD WALL - NON -RATED SCALE: 3"=1'-0" INTERIOR INTERIOR SIDE .V.l ALL WOOD IN CONTACT WITH CONCRETE (1) LAYER 1 /2" GYP BD. (EACH SIDE) M.R. © WET ROOMS ACOUSTIC SOUND BATT ALL INTERIOR WALLS SIDE 2X4 WOOD STUDS @ 16" O.C. w/ BLOCKING AS REQUIRED TO BE PT PRESSURE TREATED MR MOISTURE RESISTANT GYPSUM BOARD ADD PLYWOOD PER WALL TYPE O IN WET AREAS SHEARWALL SCHEDULE 4 - 2X4 STUD WALL - NON -RATED SCALE: 3"=1'-0" INTERIOR 1:'•C : -:1 m: \• R506.2.3 VAPOR RETARDER. A 6-MIL (0.006 INCH; 152 MM)M) POLYETHYLENE OR APPROVED VAPOR RETARDER WITH JOINTS LAPPED NOT LESS THAN 6 INCHES (152 MM) SHALL BE PLACED BETWEEN THE CONCRETE FLOOR SLAB AND THE BASE COURSE OR THE PREPARED SUBGRADE WHERE A BASE COURSE DOES NOT EXIST. EXCEPTION: THE VAPOR RETARDER IS NOT REQUIRED FOR THE FOLLOWING: 1.GARAGES, UTILITY BUILDINGS AND OTHER UNHEATED ACCESSORY STRUCTURES. 2.FOR UNHEATED STORAGE ROOMS HAVING AN AREA OF LESS THAN 70 SQUARE FEET (6.5M2) AND CARPORTS. 3.DRIVEWAYS, WALKS, PATIOS AND OTHER FLATWORK NOT LIKELY TO BE ENCLOSED AND HEATED AT A LATER DATE. 4.WHERE APPROVED BY THE BUILDING OFFICIAL, BASED ON LOCAL SITE CONDITIONS. APPROVAL STAMP AREA WALL TYPE O4 RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N O O w U) U) 2 2 U) co 2 > w w w a cr cr 0 0 0 N N N N rn N o o (D z fu Z -1--j C) Q U (Dn > 4-0 F 0 U I00 W U a) (� cy Q ca M �1 U) c� N cu o EN-0 c 0 o co It Y w U z W o N 00 W Q o� Q � � NO z 0 � rn w A901 ASPHALT SHINGLES o/ ROOFING UNDERLAYMENT o/ PLYWD. SHEATHING o/ PREMANUFACTURED ROOF TRUSSES R60 BATT INSULATION w/ VB FLAT CEILING ATTIC SPACE i VENT ATTIC (SEE ROOF PLAN / FOR VENTING CALCULATIONS) H1 CLIPS @EA. TRUSS 1" MIN BAFFLE @ VENT SEE STRUCTURAL DETAILS FOR ADDITIONAL INFORMATION (3) 2" DIA. HOLES @ 2X BLK'G SOFFIT VENT w/ BIRD SCREEN PER TRUSS BAY (2) 1 X4 WD. TRIM (PAINT) GALV. METAL GUTTER , 5/8 GYP. BD. — TAPE, SEE 8/A902 , / �� SAND, PAINT 1 /2" GYP. BD. — TAPE, SAND, PAINT SEE PLAN 1 X6 FASCIA BOARD PROVIDE VAPOR BARRIERS AS REQUIRED NEW PARTITION PER PLAN 1 - GUTTER @ EAVE - GENERAL DETAIL SCALE:1"=V-0" SEE PLANS FOR ACTUAL DIMENSIONS SHINGLE CAP 1 /2" MAXIMUM — OVERHANG ON CAP 2 - RIDGE VENT SCALE: 3"=V-0" PROVIDE RIDGE VENT HOLES PER ROOF PLAN A2.03 AIR FLOW 1 /4" BEAD OF SILICONE CAULKING 1 " CONT. VENT EA. SIDE 00R—A—VENT X-5 CONTINOUS RIDGE VENT ASPHALT SHINGLES o/ 30# SEE STRUCTURAL ROOFING UNDERLAYMENT o/ NOTES FOR NAILING 1 /2" PLYWD. SHEATHING o/ INFORMATION PRE MANUF. ROOF TRUSSES PROV SUBM FOR , 3 - VALLEY FLASHING DETAIL SCALE: 3"= V-0" NOTE: EXTEND 8" ABOVE ROOF MIN. LEAD CAP OR C PIPE FLASHING - INT APPF METAL PIPE 4 - VENT THROUGH ROOF SCALE: 3"=V-0" ROOFING NAILS FASTENED AT 8" TO 10" ALONG RAKE AND EAVE PERIMETER FLASHING METAL INSTALLED OVER UNDERLAYMENT ALONG RAKE EDGE (Trim And Bend Down End At Corner To Form Closed End.) FASTENER (OPTIONAL) FASCIA BOARD LAP SHINGLES OVER FLASHING PLUMBING VENT PIPE ROOF SHINGLES o/ ROOFING UNDERLAYMENT o/ ROOF SHEATHING LOPE / FABRICATED GUTTER / AND SPIKE SPACER, OR FERRULE GUTTER END CAP 8 - GUTTER SCALE: 3"=V-0" C I❑ 'WINGED' GUTTER INSTALLED BELOW UNDERLAYMENT APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT cV O O w U) U) u) u) W co 2 Z) a ly ly 0 0 0 N N N N rn N o o z fu Z -1--j > F 0 U Ico W U a) M (� (B >Q (0 � Y > N o ENS c 0 o cn � Y w U z W o 0 N co W -jQ o� Q �� � NO 0 � rn w A902 ;IMPSON DTT2Z, TYP FULL HEIGH' DEC[ JOIST PER F SIMPSON H2.5A C TYP EA JI 2x4 20P RAIL W/ (2) 16d FACE NAILS TO EA 4x4 POST SPLICE AS REQ'D OVER POST 2x2 PICKETS @ 5 "" OC MAX (4" MAX OPENING) W/ (2) 10d TOE NAILS EA END TO TOP AND BOT RAIL 44 GUARDRAIL POST PER ARCH (4'-0" OC MAX) 2x4 BOT RAIL W/ (4) 10d TOE NAILS TO EA 44 POST (2) 1"0 BOLTS W/ SIMPSON BP BEARING PLATES, TYP N 2x RIM W/ (2) 4" SDWS END SCREWS TO EA JOIST CAP, TYP 1 - DECK RAIL - JOIST PERPENDICULAR SCALE: 1 "=V-0" DBL RIM JOIST w/ SIMPSON HANGER PER STRUCT SHIM 1X4 WD TRIM R38 CCSPF INSULATION SEE SPECTIFICATIONS SHEET G102 or R38 BATT w/ VB 1 /2" EXTERIOR GRADE SHEATHING w/ 5/8" EXTERIOR GWB or WD SOFFIT PARTITION PER PLAN NEW WD FLOOR w/ SUB INTERIOR FLOOR o/ NEW FRAMING ADD 2" CCSPF 2X WD BLK'G SIMPSON TIE C1 EACH JOIST PER ADD BLOCK'G BETWEEN STRUCTRAL NEW JOISTS �(E) FLOOR 1 X4 WD FRAMING TO TRIM REMAIN (E) WALL 4 - CANTILEVERED FLOOR SCALE: 1 "=V-0" EXTERIOR 1X4 VG CEDAR T CORNER BOARD CLEAR STAIN lir EXTERIOR EXTERIOR III INTERIOR 9 - OUTSIDE CORNER BOARD SCALE: Y=V-0" IVtVV urlu/HK JIUIINU o/ I — I / Z PT FURRING STRIPS o/ R5 — 1 " Cl o/ WRB o/ SHEATHING PER SHEAR WALL SCHEDULE o/ FRAMING @ 16" O.C. PER PLAN (a- SIDING SIMPSON DTT2Z, TYP EA GUARDRAIL DECKING PER ARCH JOIST PER PLAN 2 NOTES: 1. FOR ADDITIONAL GUARDRAIL INFORMATION NOT SHOWN, REFERENCE DETAIL 2/S2.0. DECK RAIL - JOIST PARALLEL SCALE: 1 "=V-0" 1 /4" LATH crolo SEALS TYP GALV FLAS HEMt 1-1/ FURF 1x12 TRIM SEALS TYP 10 - WD. TRIM SCALE: Y=V-0" (2) 1"0 BOLTS W/ SIMPSON BP BEARING PLATES, TYP N 2x RIM W/ (2) 4" SDWS END SCREWS TO EA JOIST FULL DEPTH 2x BLOCKING 24" OC [FIRST (2) BAYS] VAPOR BARRIER 'RIMER — TYP R-21 BATT NSUL. 1 /2" GWB FINISH PER SCHEDULE PLY WD. SHEATHING 1" R5 CONT. INSULATION a HARDI PLANK LAP SIDING PER ELEVATIONS APPROVAL STAMP AREA RESUB Jan 24 2025 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT N wcn _O _O cn U) U) w 2 U co co w w w LO N N N 0 0 0 0 N d7 N � 0 0 fu W z7 7 -1--i U Q Nn 4-1 0 U Lu00 U a) (� cy Q ca M �1 U) c� N o EN-0c 0 o co It Y w U z W o N co W _jQ o� Q �� � NO 0 � rn w A905 STRUCTURAL NOTES O G (THESE NOTES ARE TYPICAL UNLESS NOTED OR DETAILED OTHERWISE ON DRAWINGS) CODE GALVANIZATION ALL MATERIALS, WORKMANSHIP, DESIGN, AND CONSTRUCTION SHALL CONFORM TO THE DRAWINGS, SPECIFICATIONS, AND THE INTERNATIONAL BUILDING CODE (IBC), 2021 EDITION. SPECIFICATIONS AND STANDARDS WHERE REFERENCED ON THE DRAWINGS ARE TO BE THE LATEST EDITION. DESIGN LOADS DEAD LOADS: ROOF 15 PSF FLOOR 15 PSF LIVE LOADS: ROOF (SNOW LOAD) 25 PSF RESIDENTIAL 40 PSF EARTHQUAKE LOADS: EQUIVALENT LATERAL FORCE PROCEDURE PER ASCE 7-16 SECTION 12.8. SITE CLASS SHORT PERIOD SPECTRAL RESPONSE ACCEL (SS) ONE SECOND SPECTRAL RESPONSE ACCEL (SI) SHORT PERIOD DESIGN SPECTRAL RESPONSE ACCEL (SDS) ONE SECOND DESIGN SPECTRAL RESPONSE ACCEL (SDI) RISK CATEGORY SEISMIC IMPORTANCE FACTOR 00 SEISMIC DESIGN CATEGORY BASIC SEISMIC FORCE -RESISTING -SYSTEM RESPONSE MODIFICATION FACTOR, (R) REDUNDANCY FACTOR (p) SEISMIC RESPONSE COEFFICIENT (CS) D (DEFAULT) 1.279 0.448 1.023 0.553 1.0 D WOOD SHEATHED SHEAR WALLS 6.5 1.0 0.157 W = TOTAL SEISMIC DEAD LOAD AS DEFINED PER ASCE 7-16 SECTION 12.7.2. BASE SHEAR (V), V = CSW = RD I W WIND LOADS: BASIC WIND SPEED (3 SECOND GUST) 98 MPH EXPOSURE B KZT 1.0 SEE PLANS FOR ADDITIONAL DESIGN LOADS. STATEMENT OF SPECIAL INSPECTIONS SPECIAL INSPECTIONS ARE NOT REQUIRED. DEFERRED APPROVAL ITEMS SUBMITTAL DOCUMENTS FOR DEFERRED SUBMITTAL ITEMS SHALL BE SUBMITTED TO THE ARCHITECT OR ENGINEER OF RECORD WHO SHALL REVIEW THEM AND INDICATE THAT THE DEFERRED SUBMITTAL DOCUMENTS HAVE BEEN REVIEWED AND THAT THEY HAVE BEEN FOUND TO BE IN GENERAL CONFORMANCE WITH THE DESIGN OF THE BUILDING. THE DEFERRED SUBMITTAL ITEMS SHALL NOT BE INSTALLED UNTIL THEIR DESIGN AND SUBMITTAL DOCUMENTS HAVE BEEN APPROVED BY THE BUILDING OFFICIAL. DEFERRED SUBMITTALS SHALL BE STAMPED AND SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. 1. PREMANUFACTURED WOOD TRUSSES FOUNDATIONS: SPREAD FOOTINGS SOILS REPORT: NOT AVAILABLE AT TIME OF DESIGN ALLOWABLE SOIL PRESSURE: 1500 PSF (ASSUMED) LUMBER ALL GRADES SPECIFIED ARE MINIMUM GRADES REQUIRED. ALL LUMBER SHALL BE IN ACCORDANCE WITH WWPA GRADING RULES, KILN -DRIED TO MC 19 AND OF THE FOLLOWING MINIMUM STANDARDS: SIZE CLASSIFICATION SPECIES GRADE Fb (PSI) Fc (PSI) LIGHT FRAMING (STUDS) HEM -FIR STUD 675 800 2x JOISTS AND PLANKS HEM -FIR #2 850 - PLATES AND BLOCKING HEM -FIR #2 850 - 6x AND LARGER BEAMS AND STRINGERS DOUG-FIR #2 875 - 4x AND SMALLER BEAMS AND STRINGERS HEM -FIR #2 850 - ALL POSTS AND TIMBERS DOUG-FIR #1 1200 1000 REFER TO PLAN NOTES, SCHEDULES, AND DETAILS FOR MORE SPECIFIC LUMBER SIZE AND GRADE REQUIREMENTS. UNLESS NOTED OTHERWISE IN THE PLANS, ALL WOOD AND WOOD -BASED MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH CONCRETE, MASONRY, OR WITHIN 8" OF SOIL SHALL BE PRESERVATIVE -TREATED BY VACUUM -PRESSURE IMPREGNATION IN ACCORDANCE WITH AWPA STANDARD U1. NAILS, BOLTS, AND METAL CONNECTORS FOR WOOD ALL NAILS SHALL CONFORM TO THE STANDARDS SET FORTH BY THE NATIONAL DESIGN STANDARDS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. NAILING NOT SPECIFIED SHALL BE PER IBC TABLE 2304.10.2 NAILING SCHEDULE. ALL NAILS CALLED OUT ON PLANS SHALL BE COMMON NAILS UNLESS NOTED OTHERWISE AND SHALL MEET OR EXCEED THE FOLLOWING MINIMUM GUIDELINES: NAIL SHANK 0 MIN LENGTH 8d COMMON 0.1310 2 1/2" SHANK 10d COMMON 0.1480 3" SHANK 12d COMMON 0.1480 3 1/4" SHANK 16d COMMON 0.1620 3 1/2" SHANK 10d BOX NAILS MAY BE SUBSTITUTED FOR 8d COMMON NAILS WITH NO CHANGE IN NAIL SPACING. FRAMING MEMBERS MAY BE NAILED WITH 16d SINKERS (0.148"0 x 3 1/4"), BUT ONLY 16d COMMON NAILS SHALL BE USED WHERE 16d NAILS ARE INDICATED IN THIS DRAWING SET. ENGINEER MAY APPROVE OTHER NAILS IF NAIL LABELS ARE SUBMITTED TO ENGINEER PRIOR TO START OF CONSTRUCTION. ALL BOLTS IN WOOD MEMBERS SHALL CONFORM TO ASTM A307. PROVIDE WASHERS UNDER THE HEADS AND NUTS OF ALL BOLTS AND LAG SCREWS BEARING ON WOOD. LEAD HOLES FOR LAG BOLTS SHALL BE BORED FOR THE SHANK AND THREADED PORTIONS PER NDS 12.1.4.2. CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG -TIE" BY SIMPSON COMPANY, CATALOG TO BE THE LATEST EDITION, OR ENGINEER APPROVED EQUAL. CONNECTORS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS AND WITH THE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY THE MANUFACTURER. WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE-HALF OF THE NAILS, SCREWS, OR BOLTS IN EACH MEMBER. INSTALL SOLID BLOCKING AT ALL BEARING POINTS. ALL SHIMS SHALL BE SEASONED, DRIED, AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. UNLESS NOTED OTHERWISE, STEEL CONNECTORS IN CONTACT WITH TREATED WOOD SHALL BE GALVANIZED ACCORDING TO THE FOLLOWING TABLE: GALVANIZATION UNTREATED WOOD CCA-C SBX ACQ-C ACQ-D CBA-A CA-B OTHER BORATE ACZA OTHER PT WOOD G90 X X X G185 X X X X X X HDG X X X X X X STT300 X X X X X X X X G90 = 0.90 OZ. OF ZINC PER SQUARE FOOT OF AREA G185 = 1.85 OZ. OF ZINC PER SQUARE FOOT OF AREA HDG = HOT DIP GALVANIZED SST300 = TYPE 316L STAINLESS STEEL RATED SHEATHING RATED SHEATHING SHALL BE GRADE C-D INT-APA WITH EXTERIOR GLUE OR OSB SHEATHING WITH EXTERIOR GLUE IN CONFORMANCE WITH IBC STANDARD 2303.1.5. PRE -MANUFACTURED WOOD TRUSSES WOOD TRUSSES SHALL BE SIZED AND DETAILED TO FIT DIMENSIONS AND LOADS INDICATED ON THE PLANS. ALL DESIGN SHALL BE IN ACCORDANCE WITH THE ALLOWABLE VALUES AND SECTION PROPERTIES ASSIGNED BY THE BUILDING CODE. SUBMIT SHOP DRAWINGS FOR ENGINEER REVIEW PRIOR TO FABRICATION. CALCULATIONS AND SHOP DRAWINGS SHALL BE SIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE SAME STATE AS THE PROJECT. TRUSS DESIGN AND SHOP DRAWINGS SHALL BE IN CONFORMANCE WITH IBC 2303.4 PROVIDE TEMPORARY BRACING UNTIL SHEATHING AND PERMANENT BRACING IS INSTALLED. MANUFACTURER SHALL PROVIDE ALL SPECIALTY ITEMS REQUIRED FOR A COMPLETE INSTALLATION OF JOISTS. INSTALL PER MANUFACTURER'S RECOMMENDATIONS. FOR TOP CHORD DESIGN LIVE LOADS, REFER TO THE DESIGN LOAD SECTION. IN ADDITION TO ROOF LOADING LISTED IN THE DESIGN LOAD SECTION, ROOF TRUSSES SHALL BE DESIGNED FOR A BOTTOM CHORD LIVE LOAD OF 10 PSF. TOP AND BOTTOM CHORD LIVE LOAD DO NOT NEED TO BE DESIGNED FOR SIMULTANEOUSLY. IN ADDITION TO THEIR SELF WEIGHT, ROOF TRUSSES SHALL BE DESIGNED FOR A TOP CHORD DEAD LOAD OF 5 PSF AND A BOTTOM CHORD DEAD LOAD OF 10 PSF ACTING SIMULTANEOUSLY. SEE ARCHITECTURAL AND MECHANICAL DRAWINGS FOR LOADS AND OPENINGS NOT SHOWN ON THE STRUCTURAL DRAWINGS. DEFLECTIONS SHALL NOT EXCEED L/360 FOR LIVE LOADS, OR L/240 FOR TOTAL LOADS. TYPICAL FRAMING NOTES 1. BEARING WALL FRAMING 2x STUDS @ 16" OC FOR ALL SHEAR AND/OR BEARING WALLS UNO. REFER TO FRAMING PLAN NOTES FOR TYPICAL DOOR & WINDOW HEADERS NOT CALLED OUT ON THE PLANS. HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE AND (1) FULL HEIGHT STUD UNO. COLUMNS BELOW FLUSH MULTIPLE JOIST BEAMS SHALL BE EQUAL IN WIDTH TO THE BEAM. ALL COLUMNS NOT CALLED OUT OTHERWISE SHALL BE TWO STUDS. 2. WALL BASE PLATE ON CONCRETE WALL PLATES BEARING ON CONCRETE SHALL BE PRESSURE -TREATED. FOR ALL EXTERIOR AND INTERIOR WALLS, BOLT PLATES OR SILLS TO CONCRETE STEM WALLS OR THICKENED SLAB FOOTINGS WITH 5/8 INCH DIAMETER ANCHOR BOLTS WITH 7 INCH MINIMUM EMBEDMENT. PLACE AT 5'-0" OC MAXIMUM FOR SHEAR WALLS, AND AT 6'-0" OC FOR BEARING WALLS AND OTHER PARTITIONS. USE MINIMUM OF TWO ANCHOR BOLTS PER SILL AND PLACE ONE WITHIN 12 INCHES OF END OF PLATES, TYPICAL UNLESS NOTED OR DETAILED OTHERWISE. REFER TO SHEAR WALL SCHEDULE. AT ALL SILL PLATE ANCHOR BOLTS, CONTRACTOR SHALL INSTALL 1/4" x 3" x 3" FLAT PLATE WASHERS. INTERIOR NON-STRUCTURAL WALLS MAY BE ANCHORED TO CONCRETE SLAB -ON -GRADE WITH 1/4" x 3" POWDER ACTUATED FASTENERS WITH 3/4" WASHERS AT 16" OC AND WITHIN 6" OF END OF PLATES. 3. ROOF AND FLOOR FRAMING PROVIDE 1 1/2" FULL DEPTH BLOCKING FOR JOISTS AND RAFTERS AT ALL SUPPORTS AND AT 8'4" OC MAXIMUM UNO. INTERMEDIATE 8'-0" OC BLOCKING NOT REQ'D IF GWB CEILING IS INSTALLED DIRECTLY TO UNDERSIDE OF FRAMING. PROVIDE TRUSS BLOCKING PANELS FOR ROOF TRUSSES AT SUPPORTS AND SHEAR WALLS, AND WHERE INDICATED ON PLANS AND DETAILS. 4. DIAPHRAGM NAILING ALL SHEAR WALLS, FLOOR AND ROOF DIAPHRAGM NAILINGS SHALL BE AS CALLED OUT ON SCHEDULES OR ON THE PLANS. EXTERIOR WALLS NOT INDICATED AS SHEAR WALLS SHALL BE SHEATHED AND NAILED TO SUPPORTING FRAMING WITH 8d NAILS AT 6" OC AT ALL PANEL EDGES AND 12" OC AT ALL INTERMEDIATE SUPPORTS. THE USE OF NAIL GUNS WILL BE APPROVED IF NAILING INTO THE DIAPHRAGMS CAN BE INSTALLED FLUSH WITH FACE OF SHEATHING. NAIL PENETRATIONS GREATER THAN 1/16" ARE NOT ACCEPTABLE. 5. ALLOWABLE STUD AND PLATE PENETRATIONS CUTTING AND/OR NOTCHING OF WOOD STUDS OR PLATES SHALL NOT EXCEED 25% OF THE STUD/PLATE WIDTH IN EXTERIOR AND BEARING WALLS AND SHALL NOT EXCEED 40% OF THE STUD/PLATE WIDTH IN ANY NON -BEARING PARTITIONS. BORED HOLE DIAMETER IS LIMITED TO 40% OF STUD/PLATE WIDTH IN ANY STUD AND MAY BE 60% IN NONBEARING PARTITIONS OR IF STUD IS DOUBLED. MAINTAIN 5/8" MINIMUM EDGE DISTANCE FROM HOLE EDGE. 6. GYPSUM WALLBOARD NAILING ALL GYPSUM WALLBOARD SHALL BE NAILED TO ALL STUDS AND TOP AND BOTTOM PLATES WITH 6d COOLER NAILS OR NO. 13 GAUGE x 1 5/8" @ 7" OC (5d COOLER NAILS FOR 1/2 INCH GYPSUM SHEATHING). TYPICAL UNLESS NOTED OTHERWISE. INSTALLATION OF GWB SHALL BE SUCH THAT JOINTS ARE STAGGERED ON EACH SIDE OF A SINGLE WALL. EXISTING BUILDING CONTRACTOR SHALL VERIFY ALL DIMENSIONS, MEMBER SIZES AND CONDITIONS OF THE EXISTING BUILDING DEPICTED IN THE DRAWINGS, AND NOTIFY THE STRUCTURAL ENGINEER OF ANY DISCREPANCIES FOR POSSIBLE REDESIGN. CONTRACTOR RESPONSIBLE FOR COMPLETELY SEALING ALL AREAS WHERE EXISTING ROOF MATERIAL IS PENETRATED OR REMOVED. PROVIDE WATER PROOFING AS REQUIRED BY THE ARCH. GENERAL STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS FOR BIDDING AND CONSTRUCTION. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY BEFORE PROCEEDING. ANY DISCREPANCIES SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT AND STRUCTURAL ENGINEER BEFORE PROCEEDING. CONTRACTOR TO SEE ARCHITECTURAL DRAWINGS FOR SIZE AND LOCATION OF PIPE, VENT, DUCT AND OTHER OPENINGS AND DETAILS NOT SHOWN ON THESE DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR ERECTION STABILITY AND TEMPORARY SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED. 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 A SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT AND THE STRUCTURAL ENGINEER. LEGEND DEFINITION SYMBOL DEFINITION SYMBOL DIRECTION OF FRAMING NATIVE SOIL GRANULAR FILL STRUCTURAL STEEL RATED SHEATHING SHEAR WALL (SEE SCHEDULE) I I m I m I m I m I 1 — — — — — EXTENT OF FRAMING COLUMNS COLUMN BEARING ON BEAM BEAM CONTINUOUS OVER SUPPORT CONCRETE WALL BEARING STUD WALL P SWX 0 11 COLUMN MARK (SEE SCHEDULE) FOOTING MARK (SEE SCHEDULE) O NON -BEARING STUD WALL HOLDOWN MARK (SEE SCHEDULE) BEARING STUD SHEAR WALL NON -BEARING STUD SHEAR WALL HANGER MARK (SEE SCHEDULE) FLAG NOTE (SEE PLAN NOTES) O CMU WALL STEEL MOMENT FRAME CONN. ABBREVIATIONS (A) ABOVE ANCHOR BOLT ALTERNATE ARCHITECT BELOW BLOCKING BEAM HORIZ HORIZONTAL KING POST AB KP ALT KSI KIPS PER SQUARE INCH ARCH MECH MECHANICAL (B) MF MOMENT FRAME BLKG BM NS NEAR SIDE ON CENTER OPPOSITE PLATE PLACES POUNDS PER SQUARE INCH OC BOT BTWN BOTTOM OPP BETWEEN PL CJP CLR COMPLETE JOINT PENETRATION PLCS CLEAR PSI CMU COL CONCRETE MASONRY UNIT COLUMN PSF POUNDS PER SQUARE FOOT POSTTENSIONED PRESSURE TREATED REINFORCING REQUIRED SCHEDULE SIMILAR SLAB ON GRADE STANDARD SHEAR WALL P/T CONIC CONCRETE PT CONN CONNECTION REINF CONT DBL DET DIM CONTINUOUS DOUBLE DETAIL DIMENSION REQ'D SCHED SIM SOG EA ELEV EACH STD ELEVATION SW EXIST EXISTING EXPANSION TOC TOP OF CONCRETE TOP OF STEEL EXP TOS FLR FDN FLOOR TOW TOP OF WALL TYPICAL FOUNDATION FOOTING FAR SIDE FULL HEIGHT GLUE -LAMINATED BEAM TYP FTG FS UNO UNLESS NOTED OTHERWISE VERIFY VFY FH VIF VERIFY IN FIELD VERTICAL GLB VERT RESU Jan 24 20, ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 091 l3/ 24 IZI- W - Qro .� C Ol O Y 0_ Q DESIGN: BTJ DRAWN: JEG CHECK: DMT JOB NO: 24158.10 DATE: 09/1 3/24 0 W (� O U 00 Z J Cy) W 0— c Q (n 0 Lj Z V) N Z p 0 CO D 0) W SHEET: J LL U D LL V ff CITY OF EDMONI DEVELOPMENT SER DEPARTMENT 22'-1 3/4" PARTIAL UPPER FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" 2'-0" 0 2'-0" TYPICAL FLOOR FRAMING PLAN NOTES: 1. REFER TO SHEETS S4.1 FOR TYPICAL FLOOR FRAMING DETAILS. REFER TO SHEET S3.1 FOR SCHEDULES. 2. FLOOR SHEATHING SHALL BE 3/4" PI 48/24 WITH 10d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES AND SHEAR WALLS AND 12" OC AT INTERMEDIATE FRAMING. REFER TO DETAIL 2/S4.1 FOR SHEATHING LAYOUT AND NAILING. 3. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. 4. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC. 5. REFER TO DETAIL FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 22'-1 3/4" I PARTIAL ROOF FRAMING PLAN SCALE: 1/4" = V-0" TYPICAL ROOF FRAMING PLAN NOTES: 1. REFER TO SHEET S5.1 FOR TYPICAL ROOF FRAMING DETAILS. REFER TO SHEET S3.1 FOR SCHEDULES. 2. ROOF SHEATHING SHALL BE 1/2" PI 40/20 WITH 8d COMMON NAILS SPACED AT 6" OC AT ALL DIAPHRAGM BOUNDARIES, PANEL EDGES, SHEAR WALLS, COLLECTOR TRUSSES, AND BLOCKING OR TRUSS BLOCKING PANELS INDICATED ON PLANS. NAILING AT INTERMEDIATE FRAMING SHALL BE 8d COMMON NAILS @ 12" OC. REFER TO DETAIL 2/S4.1 FOR SHEATHING LAYOUT AND NAILING. 3. COLUMNS AND BEARING WALLS SHOWN ON PLANS SHALL BE CONTINUED DOWN TO THE FOUNDATION UNLESS CARRIED BY A BEAM BELOW. PROVIDE SOLID BLOCKING IN JOIST SPACE BELOW ALL COLUMNS. 4. WALLS SHOWN ON THE FRAMING PLANS ARE WALLS BELOW THE FRAMING LEVELS INDICATED. HOLDOWNS SHALL BE PLACED AT THE BASE OF THE WALLS SHOWN. 5. COLUMNS NOT OTHERWISE SHOWN OR CALLED OUT ON PLAN SHALL BE (2) 2x STUDS. EXTERIOR HEADERS SHALL BE SUPPORTED BY A MINIMUM OF (1) CRIPPLE STUD AND (1) KING STUD. 6. UNLESS NOTED OTHERWISE, ALL STUDS SHALL BE HF STUD GRADE AND SPACED AT 16" OC. 7. REFER TO DETAIL 3/S4.1 FOR CONSTRUCTION OF MULTIPLE STUD COLUMNS. 8. ROOF TRUSSES SHALL BE PRE-ENGINEERED BY OTHERS AND SPACED AT 24" OC, TYP. 9. ATTACH ALL ROOF TRUSSES TO WALLS BELOW WITH SIMPSON H2.5A HURRICANE TIES. 2'-0" 0 2'-0" aMING NIL 3/S5.1 71 lllll� 4'-0" RESU Jan 24 20, ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 09/ l3/ 24 J a z 7_5 O m n N r LJ w 0 a w I— m Q Q --_ cy, 0 Y 0' Q DESIGN: BTJ DRAWN: JEG CHECK: DMT JOB NO: 24158.10 DATE: 09/13/24 V Z 0 J Z LL Z O O LL 1..` 1..` W CU V) O 00 L LI L L- Z —1 o) 0-0 oC CLO Q N J _J N Q Q Q Z � I— cy- O O rZ, p Q Q W 0') W 0— I SHEET: S201 CITY OF EDMONI DEVELOPMENT SER DEPARTMENT dr.�t SHEAR WALL SCHEDULE MIN FRAMING AT SHEAR WALL RIM JOIST OR SILL PLATE SILL PLATE ANCHOR SHEAR HOEDOWN SCHEDULE MIN CHORD ANCHOR BOLT STAGGER NAILS ON EA SIDE OF PANEL JOINT AS REQUIRED PER SHEAR WALL SCHED ' —'---'---'---'— —n-------�— — I.I I•I II II II II HEADER PER PLAN II II II II I I I I I•I I•I • I I I I I I I CRIPPLE STUDS PER I I I I I I I I I I PLAN; DO NOT CUT I . I I I I I I AWAY MATERIAL FROM CRIPPLE STUDS IIII I•I I•I I I• I I• I I I I I' I I I I II II I •I I FULL -HEIGHT IIII I I I I •I I I HOLDOWN CHORD IIII I I•I I•I I I I•I IIII IIII I I I II II II II I I I I I I.I I� I II I II I I I iIIi I I•I I I I I I I�i ICI I 'i i' i. I I I IIII IIII I• I II II II II I I I I I I.I I� I II I II I I I iIIi I I•I II II I ICI ICI I •I i' I.I I I I II II II II I •I li AB W/ SIMPSON BP I PL WASHER, TYP I I I•I I •I I� I•I I I II II II I I •i I I ii PT SILL PL PER SHEAR II I I I� I .I I II I I I A I.I WALL SCHED 11 ICI 1-------L z I I � III III II �_ CONCRETE FOOTING OR P/T SLAB NOTES: 1. REFER TO STRUCTURAL NOTES FOR ADDITIONAL INFORMATION. 2. FOR SHEAR WALLS WHERE NO HOLDOWNS ARE SPECIFIED THE FIRST AB SHALL BE LOCATED NOT MORE THAN V-0" AND NOT LESS THAN (7) BOLT DIAMETERS FROM END OF WALL. TYPICAL SHEAR WALL DETAIL SCALE: 3/4" = V-0" —'---'---'---'---'---'---'---'---'---'--- — --� - - - - - - - - - - - - - - - - - - - - -------r-1 rig I'I I'I I'I I•I I I•I II II II II III II II II II III II II II II I�f II II II II III II II II II III I'I I'I I'I I•I I I. II I II II II II II FRAMING AT ADJOINING I I I I•I I I PANEL EDGES PER SHEAR j I l i l I'I WALL SCHED I I II iI t III I I I I I I � I I I• I II II II II ill II II II II I'I I•I I•I I• II II II II II —J L-- ;--�•F— ;-- ;—� F•---•-- . . •i I,I I,I II II II II II II II II II II II II II II II I'I I•I I•I II II II II II II II II II II II II II II II I'I I•I I•I II II II II II II II II II II II II II II II I'I I•I I•I II II II ------ II II I II II II II II II II II II 1L__ _1L______1 A'I III- II II AB SIZE AND SPACING 1� PER PLAN AND SHEAR WALL SCHEDULE, TYP RIM BOARD OR BLOCKING /1 -III=III- -III=III- -III=III - PANEL EDGE NAILING PER SHEAR WALL SCHEDULE, TYP PANEL EDGE NAILING INTO HOLDOWN CHORDS, TYP INTERMEDIATE NAILING @ 12" OC SHEATHING PER PLAN AND SHEAR WALL SCHEDULE HOLDOWN CHORD PER SCHEDULE. REFER TO TYPICAL BUILT-UP COLUMN DETAIL ADDITIONAL END STUD IF REQUIRED TO PROVIDE COUNTERSINK FOR HOLDOWN BOLTS HOLDOWN ANCHORAGE PER PLAN AND SCHEDULE SIMPSON CNW COUPLER 1/2" TO NUT W/ SIZE TO MATCH SHEATHED EDGE HOLDOWN ANCHORAGE PANELEDGE NAILING PER SHEAR WALL SCHED CONTINUE HOLDOWN CHORD TO FOUNDATION CONCRETE STEM WALL CONCRETE FOOTING PLATE WASHER PER SHEAR WALL SCHED SECTION A -A SCALE: 1 1/2" = 1'-0" NOTE: STAGGER SHEATHING AS SHOWN. INTERMEDIATE FRAMING MEMBERS SHEATHING PANEL, TYP II II I I CONTINUOUS PANEL EDGES II II I II I 2x OR 3x BLOCKING ONLY IF BLOCKED DIAPHRAGM IS SPECIFIED FRAMING MEMBERS W/ SPACING PER PLAN SUPPORTED PANEL EDGES [— — — II II I II II II II II _ II J L II _ II _ II -JL-J� DIAPHRAGM BOUNDARY (SHEAR WALL, BEAM, OR DRAG STRUT) TYPICAL FLOOR/ ROOF SHEATHING DETAIL SCALE: NTS 2 1/4" END DISTANCE, TYP (2) ROWS OF (8) 0.131"0 x 3" NAILS @ 3" OC EA SIDE OF SPLICE AND (2) @ 9" OC ELSEWHERE W/ 1 1/2" EDGE DISTANCE 3" OC \ SPACING TOP CHORD / SPLICE J AT LOCATIONS WHERE IT IS NOT POSSIBLE BOTTOM TO INSTALL THE SPECIFIED 0.131"0 CHORD SPLICE NAILS, THE CONTRACTOR SHALL SPLICE INSTALL SIMPSON CS20 STRAPS EA SIDE OF WALL AT SPLICE. INSTALL EA STRAP W/ (12) 10d AT EA END. WHERE BOTH PLATES ARE CUT, INSTALL CS20 STRAPS AT EA PLATE AND EA SIDE OF THE WALL. 6'-0" MIN BETWEEN SPLICES SPLICES TO OCCUR AT CENTER OF VERTICAL STUDS TOP CHORD SPLICE BOTTOM CHORD SPLICE TYPICAL TOP PLATE SPLICE DETAIL 4 SCALE: 1" = 1'-0" EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC (2) ROWS OF 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP A. CORNER INTERSECTION B.'T' INTERSECTION TYPICAL WALL INTERSECTION DETAIL SCALE: 1" = V-0" 2x6 STUD @ 2x4 CROSS WALL 2x8 STUD @ 2x6 CROSS WALL EDGE NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP 0.131"0 x 3" NAILS @ 9" OC STUD WALL PER FRAMING PLAN NOTES, TYP SHEATHING (OR GWB) AND NAILING PER PLAN AND SHEAR WALL SCHEDULE OR STRUCTURAL NOTES, TYP IF - ADJACENT NAILS IN A ROW ARE TO BE DRIVEN FROM OPPOSITE SIDES, TYP FOR 2x4 STUDS, PROVIDE SINGLE ROW OF NAILS STAGGERED EA SIDE WITH 1 1/2" EDGE DISTANCE. FOR 2x6 STUDS, PROVIDE (2) ROWS OF NAILS SPACED AT 2 1/2" W/ 1 1/2" EDGE DISTANCE 9" OC MAX SPACING BETWEEN ADJACENT NAILS IN A ROW 0.131" 0 x 3" NAILS, TYP (5) STUDS MAX TO BE USED FOR BUILT-UP COLUMNS TYPICAL BUILT-UP STUD COLUMN DETAIL SCALE: 1" = V-0" SIMPSON A35 (ONLY REQUIRED AT EXTERIOR HEADERS GREATER THAN 6' SPAN) (6) 0.131"0 x 3" NAILS TYPICAL STUDS NAILING PER TYP BUILT-UP STUD COLUMN DETAIL AT HOLDOWNS: PROVIDE FULL HT HOLDOWN CHORDS PER HD SCHED. OTHERWISE: (1) 2x FULL HT TYPICAL HEADER DETAIL SCALE: 1" = V-0" (DIRECTION VARIES) TYP DOUBLE TOP PLATE BEAM OR HEADER PER PLAN AND NOTES CRIPPLE STUDS PER PLAN AND COLUMN SCHEDULE OR STRUCTURAL NOTES SHEAR WALL PER PLAN HOLDOWN STRAP PER PLAN, FIELD BEND AROUND BEAM BEAM PER PLAN TYPICAL STRAP HOLDOWN TO WOOD BEAM SCALE: 1" = V-0" RESU Jan 24 20, ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 091 N 24 J H H Z O co � N O � (n � W Lu � a W � ro Q C)cy) O Y Q DESIGN: BTJ DRAWN: JEG CHECK: DMT JOB NO: 24158.10 DATE: 09/13/24 O W () O U 00 Z JLa O� 0— Q w Z (n N I1 Z � O O H O D CP LJ S4.1 CITY OF EDMONI DEVELOPMENT SER DEPARTMENT ROOF SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES FULL DEPTH 2x BLKG OR TRUSS BLKG BLOCKING RIPPED TO MATCH SLOPE OF ROOF SILL PLATE NAILING PER SHEAR WALL SCHEDULE PROVIDE BOUNDARY NAILING AT TOP PLATE PER SHEAR WALL SCHEDULE SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE 2x4 BLOCKING W/ SILL PLATE NAILING PER SHEAR WALL SCHEDULE PRE-ENGINEERED ROOF TRUSS PER PLAN SIMPSON H2.5A TIE AT EACH TRUSS STUD WALL FRAMING PER PLAN NOTES TYPICAL TRUSS SUPPORT DETAIL SCALE: 1" = V-0" GIRDER TRUSS PER PLAN ROOF TRUSS PER PLAN NOTE: CONTRACTOR SHALL PRE -DRILL ALL HOLES INTO TRUSS MEMBERS AS REQ'D TO PREVENT SPLITTING. NOTIFY THE STRUCTURAL ENGINEER IF ANY SPLITTING OF THE MEMBERS IS OBSERVED. SECTION SCALE: 1 1/2" = 1'-0" SHEATHING AND NAILING PER ROOF FRAMING PLAN NOTES 2x OUTLOOKER (24" MAX OVERHANG) GABLE END TRUSS SHEATHING AND NAILING TO MATCH SHEAR WALL BELOW SHEATHING AND NAILING PER PLAN AND SHEAR WALL SCHEDULE DIAPHRAGM BOUNDARY NAILING PER ROOF FRAMING PLAN NOTES A35 CLIP PER SW SCHED (24" OC MAX) A35 EACH LINE OF BLOCKING OPTION A. BLOCKING AND STRAPS TYPICAL GABLE END SECTION SCALE: 1" = V-0" SIMPSON LSTA15 STRAP EACH SPLICE 2x4 BLOCKING FOR (3) TRUSS SPACES @ 4'-0" OC MAX 6d COOLER NAILS @ 6" OC OVER EXTENTS OF BLOCKING e— (4) 8d NAILS INTO EA BLOCK 2x4 BLOCKING EACH BRACE 2x4 BLOCKING EACH BRACE (6) 10d I PROVIDE (2) 2x4 OR (1) 2x6 DIAGONAL BRACE AT 4'-0" OC NOTE: REFER TO CASE A FOR INFORMATION NOT SPECIFICALLY CALLED OUT OPTION B. BRACING 2x HF BLKG. AT RIDGE, TYP VALLEY TRUSSES PER ROOF PLAN, TYP 2x4 SLEEPER TYP W/ (2) 0.131"0 x 3 1/2" NAILS EACH TRUSS PRE-ENGINEERED ROOF TRUSSES PER ROOF PLAN TYPICAL OVERFRAMING DETAIL SCALE: 1" = 1'-0" 4m ENGINEERING 250 4TH AVE. S., SUITE 200 EDMONDS, WASHINGTON 98020 PHONE (425) 778-8500 FAX (425) 778-5536 09/ l3/ 24 J 2'-6" Z OVERFRAMING O PER DETAIL 3 D_ N D' ~ u (n � W w EXIST SHEATHING (2) ROWS OF #10 SCREWS x 2" L LONG @ 6" SPACING, (10) k STUD WALL PER BACKSPAN PER PLAN w m MIN EA FACE k FRAMING PLAN NOTES h EXIST TRUSS k k�� TOP CHORD 2x BLOCKING 0 SHEATHING AND k r+ + NAILING PER PLAN Y k k 1 1/2" PLYWOOD AND SHEAR WALL SILL PLATE NAILING FLOOR k k I GUSSET PLATE, TYP SCHEDULE OR PER PLAN AND SHEAR DIAPHRAGM SHEATHING AND I+ + NAILING PER PLAN Q k I EA SIDE OF TRUSS STRUCTURAL NOTES WALL SCHEDULE OR BOUNDARY I STRUCTURAL NOTES EDGE NAILING (2) ROWS OF 10d COMMON k k I+ + ADD 2x DF VERT 10d NAILS @ 6" OC NAILS @ 12" OC STAGGERED DESIGN: BTJ k k k k 2x DF FILLER CUT TO PROVIDE I+ + DRAWN: JEG TIGHT FIT BETWEEN TOP & I DBL RIM PER PLAN k BOT CHORD MEMBERS I CHECK: DMT + 1 1 + + EXIST TRUSS 1 HUS26 FACE I BOTTOM CHORD i JOB NO: 241 58.1 0 m 1 +_ MOUNT HANGER a _ 1 1 + _+ ° ° ° ° ° ° ° ° ° / � DATE: 09 1 3/ 24 + J + + + + + + + +L + INVERTED LUS HANGER EA JOIST a N ir + + + + + + + + + SILL PLATE NAILING PER SIMPSON H2.5A SHEAR WALL SCHEDULE TIE EACH JOIST END OF JOISTS PER PLAN EXISTING JOIST PANEL EDGE NAILING 2x4 BLOCKING PER PLAN AND SHEAR (2) ROWS OF #10 SCREWS x 2" WALL SCHEDULE OR LONG @ 6" SPACING, (10) MIN STRUCTURAL NOTES EA FACE TYPICAL STUD WALL FRAMING DETAIL SCALE: 1" = 1'-0" RESU Jan 24 20, 0 W o o U 00 Z J O w CL O_ ui � w Z N V) N O Z cy p O O Or�-' rn w ►7.121219 a w 0 S501 CITY OF EDMONI DEVELOPMENT SER DEPARTMENT