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REV1 APPROVED BLD2024-0316+Architectural_Plan+7.19.2024_3.15.03_PM+4390185GENERAL NOTES GENERAL REQUIREMENTS ALL WORK SHALL COMPLY WITH THE 2018 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN), INTERNATIONAL RESIDENTIAL CODE (ORDINANCE), MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE, INTERNATIONAL MECHANICAL CODE, NATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY STATE AND LOCAL AMENDMENTS, AND ANY APPLICABLE LAND USE CODE. THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO CONSTRUCT A WEATHER TIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND WATERPROOFING DETAILS AND CONSTRUCTION OF THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE RESPONSIBILITY OF THE OWNER/BUILDER AND THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER REQUIREMENTS, BUILDING CODE REQUIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE. THE DESIGNER HAS NOT BEEN CONTRACTED TO PERFORM CONSTRUCTION ADMINISTRATION SERVICES OR CONSTRUCTION OBSERVATION SERVICES FOR THIS PROJECT AND IS NOT LIABLE OR RESPONSIBLE FOR DETERMINING ADEQUACY OF CONSTRUCTION OF BUILDING ENVELOPE OR DETAILS. THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR INSPECTING AND VERIFYING THAT ALL FLASHING, WEATHERPROOFING, ROOFING AND WATERPROOFING DETAILS ARE BUILT CORRECTLY AND MEET OWNER/BUILDER'S APPROVAL BEFORE BEING COVERED BY SUBSEQUENT CONSTRUCTION WORK. USE OF THESE PLANS BY ANYONE OTHER THAN THE INTENDED OWNER/BUILDER IS NOT PERMITTED. ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE. SITE WORK 1. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING WITH COURSE GRANULAR FILL. (1 1/2-3/8 CLEAN WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FINISHED GRADE.) PROTECT DRAIN TILE AND WATERPROOFING. 2. ROUGH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS BELOW FROST LINE FOR STORM DRAINS, WATER LINES, SEWERS, AND IRRIGATION SLEEVES. 3. PROVIDE PERFORATED PLASTIC PIPE FOUNDATION DRAINS WHERE SHOWN IN DRAWINGS. CONNECT TO ROOF AND STORM WATER SYSTEM. IN JURISDICTIONS REQUIRING SEPARATE ROOF DRAIN LINES, PROVIDE TIGHT LINE CONNECTED TO ROOF DRAINS IN ADDITION TO PERFORATED DRAIN LINES. 4. ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ENGINEER AND INSTALLED PER APPLICABLE CODE. MECHANICAL 1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT, EXPERIENCED PLUMBER AND IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND LOCAL CODES. 2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL CONTRACTOR IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE, 2018 IRC, AND LOCAL CODES. PROVIDE DOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE WASHINGTON STATE ENERGY CODE. WHEN INSTALLED IN GARAGE, HEATING UNITS SHALL BE PLACED SUCH THAT ALL PILOT LIGHTS, BURNERS, HEATING ELEMENTS, OR SWITCHES ARE LOCATED A MIN. OF 181, ABOVE THE GARAGE FLOOR. THERMAL AND MOISTURE 1. INSULATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE SHOWN ON PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET. 2. APPLY 1 COAT (MIN) HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION WALLS, FROM FOOTING TO FINISHED GRADE AT FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE.. (R406.1) 3. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER MANUFACTURER'S INSTRUCTIONS. 4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS, LAPPED AT ALL SPLICES AND OVER FOOTINGS. FINISHES GARAGE CEILINGS BENEATH HABITABLE SPACES SHALL BE COVERED WITH 5/81, TYPE "X" GYPSUM WALL BOARD. GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH 5/81' GYPSUM WALL BOARD. WALLS AND STRUCTURE SEPARATING RESIDENTIAL AND GARAGE SPACES SHALL BE COVERED WITH 1/2" GYPSUM WALL BOARD. ALL GARAGE GYPSUM WALLBOARD SHALL HAVE JOINTS FIRETAPED WITH NAILS SET AND COMPOUNDED. ALL OTHER WALLS SHALL RECEIVE 1/2" GYPSUM WALLBOARD. CEILINGS WITH JOISTS/ TRUSS SPACES GREATER THAN 16" SHALL RECEIVE 5/8" GYPSUM WALLBOARD OR 1/2" GYPSUM CEILING BOARD. WALLS SURROUNDING TUBS OR SHOWERS SHALL BE COVERED WITH WATER-RESISTANT GYPSUM WALL BOARD. WATER- PROOF SURFACE TO A HEIGHT OF 72" ABOVE ADJACENT FLOOR. ANY CEMENT PLASTER OR STUCCO SHALL BE INSTALLED IN ACCORDANCE WITH NORTHWEST WALL AND CEILING BUREAU RECOMMENDATIONS FOR MATERIALS, BACKING, LATH, APPLICATION TECHNIQUES, AND FINISHES. ELECTRICAL SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED ELECTRICAL CONTRACTOR IN ACCORDANCE WITH MOST CURENT STATE AND LOCAL ELECTRICAL CODE. ELECTRICAL SCHEMATICS PROVIDED IN THIS SET OF PLANS ARE FOR REFERENCE LAYOUT ONLY. FIRESTOPPING FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 10'-0" HORIZONTALLY, AND AT THE CEILING AND FLOOR LEVEL. 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR AT SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC. 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL CAVITIES IN LINE WITH STRINGERS. 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, WITH NON-COMBUSTABLE MATERIALS. MISCELLANEOUS 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING. 2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND ELECTRICAL WORK. 3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH (R314) SMOKE DETECTORS TO BE HARD WIRED AND INTERCONNECTED. (R314.4, R314.5). A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM AND OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. (R314) CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN THE VICINITY OF THE BEDROOMS. (R315) 4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS. 5. EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER -FLASHED IN SUCH A MANNER AS TO MAKE THEM WATERPROOF. ROOF FLASHING PER R903. 6. GUARDRAILS TO BE A MIN. OF 36" ABOVE FINISH FLOOR. (R312) (EXCEPTIONS TO COMMERCIAL PER I.B.C.) 7. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4" IN DIAMETER CANNOT PASS THROUGH. 8. BEDROOM EMERGENCY EGRESS WINDOWS MUST HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. MINIMUM NET CLEAR OPENABLE WIDTH OF 20" AND MIN. NET CLEAR OPENING HEIGHT OF 24". MAX. FINISHED HEIGHT OF 44" FROM FINISHED FLOOR TO BOTTOM OF CLEAR OPENING (R310.1). AREA CALCULATIONS HEATED AREAS SQUARE FOOTAGE MAIN FLOOR (EXISTING -REMODELLED) 1013 MAIN FLOOR (NEW) 1099 GARAGE CONVERSION TO LIVING SPACE 218 TOTAL 2330 NON -HEATED AREAS NEW GARAGE NEW ENTRY PORCH SQUARE FOOTAGE 350 146 DRAWING INDEX SHEET NO. DESCRIPTION Al COVER SHEET, INDEX, GENERAL NOTES A2 ENERGY CODE & CALCULATIONS A3 ELEVATIONS A4 ELEVATIONS A5 1ST FLOOR PLAN A6 BUILDING SECTION S1.0 STRUCTURAL NOTES S2.0 FOUNDATION PLAN S2.1 MAIN FLOOR FRAMING PLAN S2.2 ROOF FRAMING PLAN S2.3 SHEAR WALL PLAN S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS APPLICABLE CODES BUILDING DEPARTMENT: CITY OF EDMONDS. WA 2018 INTERNATIONAL RESIDENTIAL CODE (ARCHITECTURAL/ORDINANCE) 2018 INTERNATIONAL BUILDING CODE (STRUCTURAL) 2018 INTERNATIONAL MECHANICAL CODE 2018 INTERNATIONAL PLUMBING CODE 2018 INTERNATIONALFIRE CODE 2018 INTERNATIONAL FUEL GAS CODE 2008 WASHINGTON STATE ENERGY CODE 2018 NATIONAL ELECTRIC CODE ALL STATE AND LOCAL APPLICABLE ZONING AND MUNICIPAL CODES. SYMBOL LEGEND CARBON MONOXIDE DETECTOR INTERCONNECTED 110v w/ BATTERY BACKUP C.O. CAN BE COMBINED w/ S.D. SMOKE DETECTOR s INTERCONNECTED 110v w/ BATTERY BACKUP D. O EXHAUST FAN (VENT TO OUTSIDE) OKEYNOTE 101 DOOR SCHEDULE SYMBOL 1i WINDOW SCHEDULE SYMBOL REVISION- SEE DESCRIPTION IN TITLE BLOCK SIM DETAIL SYMBOL 1 SIMILAR DETAIL A101 DETAIL NO. SHEET NO. SIM 1 BUILDING CROSS SECTION 10 DETAIL NO. SHEET NO. Room name - ROOM NAME Know what's below. STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO Call before you dig. LOCATE ALL UNDERGROUND UTILITIES. MACHUGA ADDITION & REMODEL RESIDENCE 21227 96TH AVENUE WEST., EDMONDS., WA 98020 ALTERATIONS WORKSHEET FOR REMODEL PORTION Alterations Worksheet - 2018 Washington State Energy Code Project Information Contact Information MACHUGA REMODEL JEN & STEVE MACHUGA 21227 96th Ave. W., Edmonds, WA 98020 21227 96th Ave. W., Edmonds, WA 98( The WSEC requirements for alterations are located in Chapter 5 of the code text. Alterations (remodels) do not need to obtain energy credits from Table R406.3 Additions must meet the requirements for new construction. This includes nonconditioned space b altered to become conditioned space. Will the wall cavities be exposed? 0 Yes ❑ No If yes: Exposed wall cavities must be insulated - 2 X 4 wall studs require R-15 insulation 2 X 6 wall studs require R-21 insulation Will the roof/ceiling framing cavities or attic be exposed? 0 Yes ❑ No If yes: Exposed roof/ceiling assemblies must be insulated - Vaulted ceilings: Insulate to the full depth of the framing member while allowing for the minimum 1" ventilated spac Flat ceilings: Install R-49 insulation or what the attic space can accommodate based on the roof pitch Will the floor framing cavities be exposed? ?] Yes ❑ No If yes: Exposed floor cavities must be insulated to R-30 Are the windows and/or doors being replaced? RI Yes El No (includes both window or door and frames) If yes: New windows and doors must have an area weighted average U-factor of 150.3 Will the heating or cooling system be replaced? 0 Yes ❑ No If yes: New equipment must meet current requirements and ducts need to be tested Will the hot water system be altered? R1 Yes ❑ No If yes: New water heating equipment must meet current code requirements Are more than 50% of the light fixtures being changed? 0 Yes If yes: 75% of all lamps must be high efficacy (LED or CFL) R503.1.1 Building envelope. Building envelope assemblies that are part of the alteration shall comply with Section i or R402.1.4, Sections R402.2.1 through R402.2.11, R402.3.1, R402.3.2, R402.4.3 and R402.4.4. Exception: The following alterations need not comply with the requirements for new construction provi, 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 fi insulation. 2x4 framed walls shall be insulated to a minimum of R-15 and 2x6 framed walls shall be insul< 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 rero be insulated either above or below the sheathing. 6. Surface -applied window film installed on existing single pane fenestration assemblies to reduce sol 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 fen product, including sash and glazing, the replacement fenestration unit shall meet the applicable requirements for U and SHGC in Table R402.1.1. Where more than one replacement fenestration unit is being installed, an area-weightf average of the U-factor and SHGC of all replacement fenestration shall be permitted to be used to demonstrate corn 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 feel unconditioned spaces shall not be required to be tested in accordance with Section R403.2.2. 2. Existing duct systems constructed, insulated or sealed with asbestos. R502.1.1.2 Heating and cooling systems. New heating, cooling and duct systems that are part of the addition shall c with Section R403. Exception: The following need not comply with the testing requirements of Section R403.3.3: 1. Additions of less than 750 square feet. 2. Duct systems that are documented to have been previously sealed as confirmed through field verif and diagnostic testing in accordance with procedures in WSU RS-33. 3. Ducts with less than 40 linear feet in unconditioned spaces. 4. Existing duct systems constructed, insulated or sealed with asbestos. R503.1.3 Service hot water systems. New service hot water systems that are part of the alteration shall comply witl R403.5. R503.1.4 Lighting. New lighting systems that are part of the alteration shall comply with Section R404.1. Exception: Alterations that replace less than 50 percent of the luminaires in a space, provided that such alterations do not increase the installed interior lighting power. R503.2 Change in space conditioning. Any nonconditioned or low - shall be required to be brought into full compliance with this code. REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric Cvwter BUILDING OFFICIAL Jul APPROVED DATE V Z N [O O CO Z Q E U CL Y= W tL .N O "�� J U JL� �M(a) M O � Z 00 LU o W co O W a_ H E O U C + d „ J A U �l N p O- p- N s U E m o -0 `ff � o=- C70Jo`�a°iiooi 5 ��.� N E y p w U o° � o p o o c 3.n o 0 F �no y-�� aE0FE�`m W V Z o W N o 00 0 a � � N Z z w W Q N W Z w 0 Ua w oN F LJJ O Q u.l Z Z W Z x 10 o. N Ur*� N a " REVISION Jul 19 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT 0 Q) a5 Cn fN o m c CZ U 70 W 0 n o c�a U) L � a) of 3 O Ui 0 T W 0-1 Z PROJECT NO. 231101 DESIGNED BY TL DRAWN BY CHECKED BY TL & RM TL CONSTRUCTION SET 1 SHEET NO. Al PRINT DATE 7/19/2024 10:15:01 AM rk Max. Height 355' - 5 7/8" ELEVATION NOTES PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO WEATHER. ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C. PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR NEW GARAGE ADDITION GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDE OF STAIRS WITH A TOTAL RISE OF MORE THAN 30" SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY TOP 0_F NEW ROOF FROM THE NOSING OF THE TREADS. INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES SHALL BE `OP — — — — — SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH. THE TRIANGLE OPENINGS FORMED BY THE 347' - 2" RISER, TREAD, AND BOTTOM OF RAIL SHALL BE SUCH THAT A 6" SPHERE CANNOT PASS THROUGH. EXTERIOR STAIRS SHALL BE NOT LESS THAN 36" WIDE. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY AND MIN. CLEAR WIDTH AT OR BELOW THE HANDRAIL SHALL NOT BE LESS THAN 31.5". MAX. RISER HEIGHT IS 7 3/4". MIN. TREAD DEPTH SHALL BE 10". A LANDING IS REQUIRED E6 AT TOP AND BOTTOM OF EACH STAIRWAY. SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A NEW ADDI ON PLATE MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF 1/2". (R319.1) �J 340' - 8 1/16" DrainEdge strip WeatherSeal trowel -applied membrane Step flashing taped and sealed Kick -out flashing I Kick -out and fascia ;., taped and sealed 1 Shingles Wall sheathing KICKOUT FLASHING DETAIL- 1 ELEVATION KEYNOTES DESCRIPTION/ITEM E2 ROOFING: 30 YEAR RANDOM CUT ARCHITECTURAL COMPOSITION ROOFING. (IF PITCH IS 3:12 OR LESS, INSTALL ROOFING OVER ICE AND WATER SHEILD.) E4 ROOFING: STANDING SEAM METAL ROOFING. COLOR AND STYLE PER OWNER SPECIFICATIONS E5 GUTTERS: CONTINUOUS ALUMINUM GUTTER ON 5/4x6 FASCIA E6 SIDING: BOARD AND BATTON: 1x3 BATTONS @ 16" O.C. ON HARDI-BOARD OR EQUIV. SMOOTH FACED BOARDS E13 SIDING: 8" EXPOSURE HORIZONTAL BEVEL CEMENT BOARD SIDING WHERE INDICATED. MANUF. & COLOR PER BUILDER SPECS. E14 SIDING: HORIZONTAL BEVEL CEMENT BOARD SIDING PER BUILDER SPECS. MANUF. & COLOR PER BUILDER SPECS. E21 TRIM: 5/46 CEDAR OR WHITE WOOD TRIM PER BUILDER SPECIFICATIONS. E27 CORNERS: SLIMLINE METAL CORNER TRIM. E32 TEMPERED GLASS WINDOW E41 KNEE BRACE - STRUCTURAL PER STRUCTURAL PLANS E52 5/4" CEDAR OR WHITE WOOD WRAPS o/ STRUCTURAL POST PER PLAN E63 6" MINIMUM CLEARANCE ABOVE FINISHED GRADE OR PROVIDE TREATED MATERIAL IRC 317.1. E66 CONCRETE LANDING AND STEPS PER IRC. E77 SKYLIGHT: TEMPERED GLASS PER SCHEDULE E84 GARAGE DOOR: INSULATED STEEL OVERHEAD GARAGE DOOR E87 LOCKING DEADBOLD AT ENTRY DOOR. Ljk OP OF NEW ROOF 347' - 2" E2 E5 NEW ADDITION PLATE - FIELD VERIFY ROOF PITCH TO MATCH EXISTING ROOF E2 NEW PORCH ADDITION E6 LO E21 E63wr E66 O O/ O I �_L_�L L E87 lm—m� NORTH (FRONT) ELEVATION 3 1 /4" = 1'-0" NEW ADDITION TO BACK OF EXISTING HOUSE TOP OF NEW ROOF 31 347 E77 5't12, LO E2 NEW ADDITION PLATE — — f — — — - — — — — — — — 340' - 8 1/16" E2 FIRS 339' - 2 15/16" FIRST FLOOR 331' --6 15/16" _FIRST FLOOR PLATE 339' - 2 15/16" 29 E13 E27 E63 FIRST FLOOR 331' - 6 15/16" III III III III III III III III III III III III III III III III III III III III Ill III III III III III III III III III III III III III III III III III II �S�OUTH ELEVATION FIELD VERIFY ROOF N PITCH TO MATCH EXISTING ROOF LO E6 E32 E63 HEAT PUMP. M FIRST FLOOR 331' - 6 15/16" —M _—M —M __—M T—M � —M —M EAST ELEVATION 5 1 /4" = 1'-0" 339' - 2 15/16" _ FIRST FLOOR 331' - 6 15/16" I 1 /4" = 1'-0" REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eris. BUILDING OFFICIAL Jul 30 2024 APPROVED DATE V z 00 OD C> z a E CL Y= m ula�u, J� U M Cfl .O z coN C W 0 W op 0 H BLD2024-0316 W V Z o W N o 00 a � N z z W w Q v7 W Z 0 wa ` n w F oN W O Q W z W T x ~ 10 i o� N V N N REVISION Jul 19 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) 0 a a� N to ca ca 0 0 .N 0 z PROJECT NO. 231101 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL CONSTRUCTION SET 1 SHEET NO. PRINT DATE 7/15/2024 12:32:41 PM Step 1: Prepare the WRB at the rough opening: install a small section of house wrap below the sill (referred to as an apron ); alternatively, install self-adhesive pan flashing with split backing (where the release paper backing can be removed incre- mentally) to seal to the house wrap later. Step 2: Install pan flashing: cover the rough sill and extend onto the face of the wall/ WRB. Step 3: Install the window: according to manufacturer instructions. Step 4: Install the jamb flashing: over window flange and pan flashing and extend above the head flange. Step 5: Install the head flashing: over and beyond the jamb flashing (and over the win- dow drip cap if installed). Step 6: Integrate the WRB: Install house wrap shingle -fashion, integrated with the apron, and seal house wrap at jambs and head using sealant (beneath the house wrap) or construction tape. 0 SILL FLASHING NOTE: 1) INSTALL BENJAMIN OBDYKE HYDROCORNER SILL FLASHING OR EQUIV. @ ALL WINDOW SILL CORNERS 2) INSTALL BENJAMIN OBDYKE HYDROFLASHO GP SILL / PENETRATION FLASHING OR EQUIV. OVER CORNER SHIELD, AS EXTRA PREVENTION FOR LEAKS @ SILL CORNERS HEAD FLASHING NOTE: SEE NOTE BELOW DRAWING FOR INSTALLATION OF METAL HEAD FLASHING @ THIS AREA WEATHER RESISTIVE BARRIER HYDROGAP DRAINABLE HOUSEWRAP (BENJAMIN OBDYKE) W/ BENJAMIN OBDYKE HYDROFLASHO GP SILL / PENETRATION FLASHING AND BENJAMIN OBDYKE HYDROCORNER SILL FLASHING (APPROVED SUBSTITUTIONS OKAY) Housewrap Rigid cap flashing Flashing tape over head trim 10, to 15* slope HEAD FLASHING NOTE: Flashing AT WINDOW HEAD METAL DRIP tape FLASHING : INSTALL METAL HEAD overtop FLASHING @ WINDOWS & EXTERIOR wind flangew DOORS PER THE DETAIL BELOW. Head trim Flashing tape over side window flange WINDOW FLASHING 1 /4" = V-0" 0 I 5 KITCHEN VIEW. Jk TOP OF NEW ROOF 347'-2" ISTING NON -CONFORMING AREA OF WALL AND ROOF TO REMAIN. iA11111 'A -in. gap -777 beneath siding I III III III III III III III III III III III C! FRONT PERSPECTIVE REAR PERSPECTIVE O2 21 i 12 NEW ADDITION PLATE Illlll� 340' - 8 1 / 1�6" FIRST FLOOR PLATE 339' - 2 15/16" FIRST FLOOR 331' -- 615/16" III III III III III III III III III III III III III III III III III III III III III III III III III III III III III II NI�I�NII�R CITY OF EDMONDS BUILDING DIVISION WEST ELEVATION Erg Cavfer Z1 /4" = 1'-0" BUILDING OFFICIAL Jul 30 2024 APPROVED DATE U z — N CO O CO z a E Q � U CL Y= m ulau, U J� M Cfl z ooN C W 0 a) W op 0 W n H E O u C + N \ gc, L I Zna N Z- O C N O O r L f0 U N C C l6 n N a m C.0 O L F O p T j L 0.9 O N C oU O J N OIQCp U LL Q E U QUp�pJJ E p Np a W O E O N N O n O d C N N O 5 W U w c V o o c c= 3 c a� N UJJHcm $.-80. 51mOmAo = O m v E w 2 c L r za_v @ wo o�E@d MIX,9111 DON W V z o W N o ao 0 a � � N z Z W w Q v7 W z 0 wa "' w F oN W QW O z Z W 2 F 10 o. N Ull`*� N N REVISION Jul 19 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) U) 0 a a� U) (N to 2 m 0 _ 0 .N d Z PROJECT NO. 231101 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL CONSTRUCTION SET 1 SHEET NO. A4 PRINT DATE 7/15/2024 12:33:05 PM WALL LEGEND A B (:c )(:D (::E W 1 W 4 65' - 4 3/8" 1l'-01/8" 16'-73/8"- 6'-1015/16" 14'-4" 15'-0" EXTERIOR SIDING PER ELEVATIONS o/ V.B. o/ EXTERIOR SIDING PER ELEVATIONS o/ V.B. o/ 7 • SHEATHING PER STRUCTURAL PLANS o/ 2x6 STUDS SHEATHING PER STRUCTURAL PLANS o/ 2x6 STUDS w/ 2'- 9 1/2" 2' - 8 9/16" ' - 8 9/16" 2' - 9 1/2" 2' - 7", - 3' - 0 11/16" 8'- 2" w/ R-21 BATT INSULATION AND 1/2" GWB ON INTERIOR 1/2" GWB ON INTERIOR FACE. NO INSULATION ALTERATION: EXISTING 2x4 WALL FACE. W2 W5 O CAVITY TO BE FILLED TO R-15. - 6 7 5 12 - 0 " 2x4 INTERIOR WALL w/ 1/2" GWB EACH SIDE OF 2x4 GARAGE TO HOUSE SEPARATION: 2x6 STUDS @ 16" _ _ - 3_; 5' - 0" ' 4'- 4 3/16" STUDS @ 16" O.C. O.C. w/ R-21 BATT INSULATION AND 1/2" GWB EACH T - - - �6 001 W 3 SIDE. - 2x INTERIOR WALL w 1/2" GWB EACH SIDE F 2x4 6 0 // G C S 0 EXISTING INTERIOR WALLS TO REMAIN IN PLACE. 9 I I T A STUDS @ 16" O.C. - - - - - - - - - EXISTING WALLS TO BE REMOVED _ Zo w Q 24 ° `� EXISTING PATI00, ; _ _ AREA TO REMAIN., NOTE! CONTRACTOR TO FIELD VERIFY WINDOW AND DOOR HEIGHTS AND WIDTHS PRIOR TO ORDERING. ,A6-. " �. ' _ SEE SITE PLAN_, ' o - - - - :• N I N R A2 WINDOW SCHEDULE SYM. NO. I WIDTH HEIGHT AREA WINDOW TYPE U-VALUE COMMENTS FIRST FLOOR 2 5'- 0" 5'- 0" 25 SF Window -Sliding -Double 0.28 Tempered glass 3 2'- 0" 5'- 0" 10 SF Window -Fixed 0.28 4 2'- 0" 5'- 0" 10 SF Window -Fixed 0.28 5 2'- 0" 5'- 0" 10 SF Window -Fixed 0.28 6 2'- 0" 5'- 0" 10 SF Window -Fixed 0.28 7 3' - 0" 5'- 0" 15 SF Window -Casement -Single 0.28 8 6'- 0" 4'- 0" 24 SF Window -Sliding -Double 0.28 9 6' - 0" 5'- 0" 30 SF Window -Sliding -Double 0.28 10 6'- 0" 5'- 0" 30 SF Window -Sliding -Double 0.28 11 6'- 0" 5'- 0" 30 SF Window -Sliding -Double 0.28 12 3' - 0" 5'- 0" 15 SF Window -Casement -Single 0.28 13 6'- 0" 3' - 6" 21 SF 1/4-1/2-1/4 DBL SLIDER 0.28 17 6'- 0" 5'- 0" 30 SF Window -Sliding -Double 0.28 18 3' - 0" 2'- 0" 6 SF Window -Fixed 0.28 19 3' - 0" 2'- 0" 6 SF Window -Fixed 0.28 20 3' - 0" 2'- 0" 6 SF Window -Fixed 0.28 21 15'- 0" 15'- 0" 25 SF 1 Window -Sliding -Double 0.28 22 3' - 0" 5'- 0" 15 SF Window -Fixed 0.28 24 6'- 0" 5'- 0" 30 SF Window -Sliding -Double 0.28 29 2'- 0" 4'- 0" 8 SF SINGLE HUNG 0.28 Tempered glass FIRST FLOOR PLATE 14 12'- 0" 3' - 0" 6 SF Skylight 0.50 Tempered glass 16 12'- 0" IT - 0" 6 SF Skylight 10.50 Tempered glass NEW ADDITION PLATE 31 12'- 0" 3' - 0" 16 SF I Skylight 0.50 Tempered glass 33 12'- 0" 4' - 0" 18 SF I Skylight 10.50 Tempered glass Grand total 382 SF DOOR SCHEDULE SYM. NO. WIDTH HEIGHT DOOR TYPE COMMENTS FIRST FLOOR D2 12' - 0" 7' - 0" OVERHEAD GARAGE DOOR Insulated steel overhead door. D6 2'-8" 6-8" SINGLE PANEL 1 3/8" solid core door w/ self closing mechanism. D7 2'-6" 6' - 8" SINGLE PANEL D8 2'-6" 6' - 8" SINGLE PANEL D9 3' - 0" 6' - 8" BARN -STYLE DOOR D10 2'-6" 6' - 8" SINGLE PANEL Dl l 2'-6" 6' - 8" SINGLE PANEL D13 3' - 0" 6' - 8" SINGLE ENTRY - CONTEMPORARY (TEMP.) TEMP. GLASS (U=0.28) D14 5'- 0" 6'- 8" BI-PASS CLOSET DOOR Sliding closet door D16 5' - 0" 6' - 8" BI-PASS CLOSET DOOR Sliding closet door D18 2'-6" 6' - 8" SINGLE POCKET Pocket door D20 3' - 0" 6' - 8" SINGLE PANEL D23 2' -10" 6' - 8" SINGLE PANEL D24 2' - 8" 6' - 8" SINGLE PANEL D25 2'- 6" 6' - 8" SINGLE PANEL D26 2'- 4" 6'-8" SINGLE PANEL D27 4'- 0" 6' - 8" BI-PASS CLOSET DOOR Sliding closet door D28 1' - 0" 6' - 8" Door -Exterior -Side Lite-Full Flat Glass -Wood Clad D45 12' - 0" 16'- 7 1/2" 1 DOUBLE SLIDING PATIO DOOR I TEMP. GLASS (U=0.28) - REMOVE PORTION M OF FOOTING AND FOUNDATION AT OLD 8' 3" D13 O8 HOUSE FOR NEW GARAGE. ,LEVEL _ _ - - FLOOR �.' _ 17 4' - 3" w TO MATCH - z A8 EXISTING. - - - z 10'- 5 1 /8" J zo Y - I- I m XERCIS ------ I<O \ I _ FULL HT. Z -� - \ w PANTRY ¢ 1 L - - EQ - -� - -• - - � U I N � I I L '� Q CABINET _' -----� 1' - 10" w 0-1 1- W cn SITTINGO M 3' - 0 3/4" (2) 2030 TEMP. GL. 1 - SKYLIGHTS- �� Zo �F DECORATIVE TRUSS ��_ _ .� - _ L J�L J I 1 � I II II _ ALTERATION: I -_ -_ - - - J D23 s.D. \ - - - - - - - - - - - EXISTING 2x4 WALL _ - \ INSULATED TO CAPACITYw/ MIN. R 15 _ _ AULTED CEILING D27 N BATT INSULATION. CLOSET - F i l'-6" , H I I GAS FIREPLACE. CN ,�u NOR R GE I o ' - - I I UL LISTED. - 5' - 0" U) N - *-119� cn A4 I I L i -�_ 1 w II LIVI RO M r -_ U) I1 > wR. A10 I 1 c= l' - 6" • _ .' -_ HEAT SENSOR T- 0 1/2 A3 11 A34 1 KITCHEN II II - A2 1 CABINET DESIGN II II CABINET/SHELVES 1 6 24 A13 I 1 Al2 BY OTHERS. n PER OWNER SPECS. - - II II I I _ Al I 1 In W N I I REMOVE - 1 D6 A3 I GAS _ _ 1, 11 1 11 11 I FURN. HOT WATER F.P. AND CHIMNEY -- I I L SYSTEM rn �•"- '- I� I, D45 11 DROP OFF COUNTER 11I' 1.3 / \ • ---� A19 O �, Cl) DESK i a 'Sim o SKYLIGHT EXISTING 2x4 WALLS_ 1 ' O TO BE FILLED TO CAPACITY_ I rn (TEMP. GL) cFM BATIH ROOM A17 D14 I I WITH MIN. R-15 BATT INSULATION, A2 N y TIMER 6'- 91/2 1 EXISTING ATTIC ACCES FANW/TIMERS -J CONTROL Al GARAGE DOOR: PROVIDE 1 3/8" SOLID CORE OR 20 MIN. FIRE RATED RATED DOOR BETWEEN HOUSE AND GARAGE. DOOR TO BE EQUIPPED WITH A SELF -CLOSING AND SELF -LATCHING DEVICE. (R302.5.1) A2 LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" LOWER THAN THE TOP OF THE THRESHOLD; 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. LANDING SLOPE IS 1/4:12. (R311.3.1 & 311.3.2) A3 GARAGE WALL: SEPARATION FROM GARAGE AND RESIDENCE SHALL HAVE 1/2" GYPSUM BOARD APPLIED TO GARAGE SIDE. A 5/8" TYPE "X" GWB OR EQUIV. IS REQUIRED BETWEEN THE GARAGE AND HABITABLE SPACE ABOVE THE GARAGE. (R302.6 & TABLE 302.6) A4 COOKING APPLIANCES: HOUSHOLD COOKING APPLIANCES SHALL BE LISTED AND LABELED AND INSTALLED IN ACCORDANCE WITH MANUF. SPECS. RANGE HOOD SHALL HAVE LIGHT & 100 CFM MIN. EXHAUST FAN AND BE VENTED TO OUTSIDE WALL. EXAHUST HOOD SYSTEMS IN EXCESS OF 400 CFM SHALL BE PROVIDED WITH MAKE UP AIR IN THE AMOUNT EQUIV. TO THE EXHAUST RATE PER M1503. SONE RATING AND TESTING PER M1505.4.4.3. A5 CRAWLSPACE OPENING: MIN. 18"x24" THROUGH THE FLOOR OR MIN. 16"x24" THROUGH THE PERIMETER WALL. (R408.4) A8 EGRESS WINDOWS: OPENINGS ARE REQUIRED FOR ALL SLEEPING ROOMS AND BASEMENTS. BOTTOM OF CLEAR OPENING IS NOT TO EXCEED 44" ABOVE FLOOR. OPENABLE AREA IS 5.7 SQ. FT. NET CLEAR MIN. EXCEPT 5.0 SQ. FT. IS ALLOWED FOR AN OPENING WITHIN 44" OF FINISHED GRADE. (R310.1) A10 DRYER: VENT TO OUTSIDE AND PER MANUFACTURER SPECICATIONS. DUCTS SHALL HAVE A SMOOTH INTERIOR FINISH AND CONSTRUCTED OF METAL. MAX. DUCT LENGTH PER TABLE M1502.4.4.1 OR M1502.4.4.2. (Ml502) All TYPICAL EXTERIOR WALL: SIDING o/ INFILTRATION BARRIER o/ EXTERIOR SHEATHING PER STRUCTURAL PLANS o/ 2X6 STUDS @ 16" O.C. w/ R-21 BATT INSULATION AND 1/2" MIN. GWB AT INSIDE FACE w/ P.V.A. PRIMER. Al2 PILOTS, BURNERS, & SWITCHES TO BE 18" MIN. ABOVE FLOOR. ALL APPLIANCES TO BE U.L. RATED. DUCTS IN GARAGE AND THOSE PENETRATING THE WALLS OR CEILINGS SEPARATING THE GARAGE FROM THE DWELLING SHALL BE 26 GA. SHEET STEEL AND SHALL HAVE NO OPENINGS IN THE GARAGE. WATER HEATERS SHALL BE ANCHORED AGAINST MOVEMENT AND OVERTURNING IN ACCORDANCE WITH M1307.2. PROVIDE PRESSURE RELIEF LINE PLUMBED TO OUTSIDE. A13 FUEL FIRED APPLIANCES: WHERE THE VOLUME OF THE SPACE IN WHICH THE APPLIANCE IS LOCATED IS GREATER THAN 50 CU. FT. PER 1000 BTU/H THEN NO VENTILATION IS REQUIRED. IF LESS, PROVIDE VENTILATION IN ACCORDANCE WITH G2407.5. A14 ATTIC ACCESS: MIN. 22"X30" AND REQUIRED AT AREAS GREATER THAN 30 SQ. FT. AND VERTICAL HEIGHT OF 30" OR GREATER. (R807.1) SEE M1305.1.3 FOR ADDITIONAL REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTIC. CLOSET ROD w/ VINYL COATED WIRE SHELF A17 A18 CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS. A19 TEMP. GLASS DOOR A20 TEMP. GLASS WINDOW A24 FIBERGLASS TUB w/ TILE SURROUND AND CURTAIN OR TEMP. GLASS DOOR PER BUILDER SPECIFCATIONS. A28 HYDROBLOK OR EQUIV. SHOWER PAN w/ TILE SURROUND. PROVIDE TEMP. GLASS DOOR AND ENCLOSURE. CENTER OR CONCEALED FLOOR DRAIN PER BUILDER/OWNER SPECS. A29 TEMPERED GLASS SHOWER DOOR AND ENCLOSURE. A34 HEAT SENSOR AT GARAGE. INTERCONNECTED TO SMOKE DETECTORS PER R314.2.3. 7 5- 2 1/2. 8'' 6"- IN PATIO TO EXISTING AREA. W A24 12' - 0" 0 `o Q a 5-71 z o A 8 2 / w BEDROOM D10 .PATIO ISTIN G 4 . 1 1 l' - 6° N 0* " ATTIC ACCESS PER BUILDER co C.O. S.D. M (SEE NOTE) J- ,- - - - � - - - � � ' - - •- -• - -,• - - - - - - _ _ _ - - co�- ---- D7 - •- - BARN STYLE DOOR - 0 - - - S.D. A14 - - 3 o D8 S.D. FIRST FLOOR 1/4" = 1'-0" 0' 2' 4' 8' 16' 3., OFFICE ti I� -11 1/2", O 12'-0" M BEDROOM I A8 0'-81/2" 4'-6" DESK BENCH SEAT G NOTE: PROVIDE EV READY CHARGING AREA: Level II or Level III electric vehicle charging receptacle outlet or termination point, including conduit and wiring and the electrical service capacity necessary to serve the receptacle, that allows for future installation of an electrical vehicle charging station. HSPF 9.5 heat pump. A5 (0 1 A18 W.I.Q. SHOWER PRIMAR SUITE D11 7,-21/2"---JII1I 4'-6" A28 A11 � ❑ --------- A29 HEATED ELECTRIC PAD UNDER TILE D25 �- FLOOR. &Aifi A8 12'-0" e c O 12 LINEN CAB. T.o 11 wxa MUM 2040 TEMP. 29 REVISED PLAN APPROVED OF E MONDS BUILDING DIVISION GLASS SKYLIGHT 3' - 5 1/2" l' -11 1/2' 12'- 9" 12'- 5 1/2" 4 BUILDING OFFICIAL Jul 30 2024 25' - 2 1/2" APPROVED DATE V z N W CO z ¢ E ItL Y x ula, O "� U J� M Cfl � z � N C W C W op 0 W a H O U II I Z ��gtD c 9 0. 0" a m 02 d c c 1,n o t~ `o p T O L U E y E =�Qm _aa�-ow c c m OB 0 =:5 2 O J N 0I QCQ O O- N t0 O D� N a W O a E d N N 1 W 2 U S 8 w c U c o c c S 3 c a� N ULU $.oU ao �O y-o0 = O m v E w m t c r za_v, @ d o E2d MIX, 9111 Iy W V Z o W N o 00 0 01 � � N z Z W w Q v7 W z w 0 a " ' w F oN W QW O z Z W T x F.- 10 i o. N Ur*� N N REVISION Jul 19 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT U) U) O a� U) (N 2 m 0 0 .N 0 z PROJECT NO. 231101 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL CONSTRUCTION SET 1 SHEET NO. PRINT DATE 7/15/2024 12:36:32 PM EXISTING SHEATHING AND ROOFING 7" SPRAYTITE OR EQUIV. CLOSED -CELL INSULATION (R-6.7 PER 1") I 2x4 ADDED TO BOTTOM OF EXISTING RAFTERS NEW PLATE EXISTING RAFTERS EXISTING PLATE i i EXISTING SOFFIT AND FASCIA I 3" SPRAYTITE OR EQUIV. CLOSED -CELL INSULATION (R-6.7 PER 1") EXISTING 2x4 WALL 3/4" T&G PRESSURE TREATED PLY OR EQUIV. SUB -FLOOR GLUED & NAILED TO P.T. FLOOR JOISTS. R-38 BATT INSULATION IN FLOOR CAVITY SOLIDED BLOCKING EXISTING FLOOR I LEDGER AND HANGER PER ENGINEERING DETAIL 2x4 P.T. PONY WALL @16" O.C. EXISTING CONCRETE SLAB I I 12 12 515 SOLID BLOCKING INSTALL PRESSURE TREATED PLY AT INSIDE FACE OF EXIST. WALL IN CRAWLSPACE AREA. P.T. PLATES. FIELD VERIFY AND LEVEL FLOOR ABOVE AS NEEDED. 1 BUILDING A6) SCALE: 1/2" = 1'-0" NEW PL EXISTIN EXISTIN d n d I SECTION INSTALL CRAAWLSPACE VENTS AT 6' O.C. EACH SIDE FOR CROSS VENTILATION WHERE ROOFING PER ELEVATIONS o/ 30# FELT o/ SHEATHING AND FRAMING MEMBERS PER STRUCTURAL R-49 BATT OR BLOWN INSUL. THROUGHOUT ATTIC AREA 1" AIR SPACE RIPPED BLOCKS w/ (3) 2" dia. HOLES OR (3) 1" "V" NOTCH w/ WIRE SCREEN BETWEEN EACH FRAMING MEMBER (2) 2x6 TOP PLATES SUB -FASCIA PER ELEVATIONS FASCIA BOARD PER ELEVATIONS ►�l�l�i�l�l�lI 25'-2%" ATTIC SOFFIT PER ELEVATION w/ 2" CON'T VENT STRIP I EXISTING PLA — — — — — — — FRAMING MEMBER ATTACHED TO I TOP PLATES PER STRUCTURAL I Y" GYPSUM CEILING BOARD I SIDING PER ELEVATION o/ APPROVED WATER INFILTRATION BARRIER 0/ SHEATHING PER j STRUCTURAL. PRIMARY SUITE R-21 BATT INSULATION (IN FULL WALL CAVITY) 2x6 STUDS @16" O.C. (U.N.O. IN STRUCTURAL) %" GYPSUM WALL BOARD w/APPROVED P.V.A. VAPOR RETARDER 3/4" T&G PLY OR EQUIV. SUB -FLOOR GLUED & NAILED TO FLOOR JOISTS PER STRUCTURAL. I I CAULKING/ SEALANT BEAD AT FLOOR PERIMETER 2x6 BASE PLATE R-38 BATT INSULATION IN FLOOR CAVITY I EXISTING _ n RIM JOIST PER STRUCTURAL 111((( 111((( I I P.T. 2x6 MUD SILL w/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE. II 4" TIGHTLINE DRAIN WHERE REQ'D. FOUNDATION WALL SIZE AND z REINFORCING PER STRUCTURAL. 4" PERF. FT'G DRAIN.WRAP IN FILTER FABRIC w/ GRAVEL OVER. ,Q d ° 6 MIL BLACK V. FOOTING SIZE AND REINFORCING PER STRUCTURAL. F I 12 I I 15 I I I I I I I I I I II I i I I I I I I l I I l i CLOSET BEDROOM 3 I I I I I l I I l I I I I I I I I l I I l I I I' I I I I _._' I ' M CRAWLSPACE a I I d I 4 , -1 6 MIL BLACK V.B. ° I I I BUILDING SECTION A6/ SCALE: 1/2" = 1'-0" 3 BUILDING SECTION A6 SCALE: ,z=10 REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jul 30 2024 APPROVED DATE V Z Z CIS L O U Z W I= W W H E 4 �y � C ' II N G) CC L�� •■ E O a V5 N~ Nco oQ�o�oc-mm'.02iaa . N a m 0 U O L H O C >` (�J L• U N C O U r T L O N C t0 « _N Z O Q N Y= m co — m U E N l6 N 0" m N N 0. Cp dLLJ H LLI E- 0, N O E N C C c§ O U OU J U 0 � U 0 off=0:=v � H C— N D 0 N N O P zooy�m dm�o�Em� BLD2024-0316 W U Z o W N o Go 0. r z I L JJ Z LU Q Z F_ w n W w o� N W � O Q W z z W F 1O UN O� Q REVISIONN Jul 19 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT is c 0 0 z PROJECT NO. 231 101 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL CONSTRUCTION SET 1 SHEET NO. A6 PRINT DATE 7/15/2024 12:48 PM FOUNDATION PLAN NOTES: 1. REFERENCE S1.0 FOR STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, AND INSPECTION REQUIREMENTS 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL DRAWINGS. DO NOT SCALE STRUCTURAL PLANS. UNLESS NOTED OTHERWISE, CONTINUOUS FOOTINGS SHALL BE CENTERED UNDER WALLS. FACE OF STUD SHALL ALIGN WITH FACE OF CONCRETE. POSTS, BUNDLED STUDS, OR COLUMNS ARE TO BE CENTERED ON FOOTINGS OR WALL PIERS. 3. CONTRACTOR TO COORDINATE CURBS AND ELECTRICAL & MECHANICAL FLOOR OPENINGS AND PENETRATIONS WITH ARCHITECTURAL DRAWINGS. 4. THE BOTTOM OF ALL FOOTINGS SHALL BE 24" MINIMUM BELOW GRADE AND SHALL BEAR UPON FIRM, UNDISTURBED SOIL OR ENGINEERED COMPACTED FILL. 5. MOISTURE PROOF ALL WALLS BELOW GRADE PER ARCHITECTURAL SPECIFICATIONS. 6. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATIONS. 7. ALL WOOD IN CONTACT WITH WEATHER -EXPOSED CONCRETE OR WITHIN 8" OF FINISHED GRADE SHALL BE PRESSURE -TREATED. 8. USE HOT DIPPED GALVANIZED FASTENERS AND EITHER HOT DIPPED GALVANIZED OR ZMAX COATED HARDWARE AT CONNECTIONS TO PRESSURE TREATED LUMBER. 9. ALL EXTERIOR WALLS TO BE 2X6 @ 16" OC, TYPICAL UNO. FOOTING SCHEDULE MARK LENGTH WIDTH THICKNESS BOT REINF TOP REINF SF-16 16" CONT. 8" (2) #4 CONTINUOUS N/A F-1 1'-0" 1'-0" 6" (2) #4 EA WAY N/A F-1.5 1'-6" 1'-6" 6" (2) #4 EA WAY N/A F-2 2'-0" 2'-0" 8" (2) #4 EA WAY N/A F-2.5 2-6" 2-6" 8" (3) #4 EA WAY N/A FOUNDATION NOTES • VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING ANY WORK. • GENERAL CONTRACTOR AND/OR FOUNDATION CONTRACTOR SHALL VERIFY THE LOCATION OF ANCHOR BOLTS AND HOLDOWNS PRIOR TO POURING CONCRETE. • ALL FOOTING SHALL BEAR 18" BELOW UNDISTURBED NATURAL SOIL. FINISHED GRADE SHALL BE NO LESS THAN 12" ABOVE BOTTOM OF FOOTINGS. • TOP OF FOOTING SHALL BE LEVEL. BOTTOM SURFACE OF FOOTING SHALL NOT SLOPE MORE THAN 10%. STEP FOOTING AS NECESSARY TO MAINTAIN MIN. DEPTH OF FOOTING BELOW FINISHED GRADE. • FOUNDATION WALL SHALL EXTEND MINIMUM 6" ABOVE FINISHED GRADE. • ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. • UNLESS NOTED OTHERWISE OR IN SHEAR WALL SCHEDULE, ALL ANCHOR BOLTS SHALL BE %" dia. x 10" AND EXTEND MINIMUM 7" INTO CONCRETE WITH MINIMUM SPACING OF 48" ON CENTER. EACH ANCHOR BOLT SHALL HAVE A 3"x3"x.229" GALVANIZED WASHER. • SEE SHEARWALL & HOLDOWN SCHEDULES FOR SIZE AND PLACEMENT. • CRAWLSPACE ACCESS SHALL BE A MIN. OF 18"x24". OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16"x24". (R408.4) • PROVIDE A 6 MIL. BLACK VAPOR BARRIER OVER ALL CRAWLSPACE AREAS. (R406.3.2) • PROVIDE 2" SAND OVER 6 MIL BLACK VAPOR BARRIER OVER 4" COMPACTED GRANULAR FILL UNDER ALL CONCRETE SLABS. • PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS ARE IN PLACE. • ALL ISOLATED SPREAD FOOTING TO BE 24"x24"x8" REINFORCE FOOTINGS WITH (2) #4 BARS EACH WAY UNLESS NOTED OTHERWISE IN PLAN. • FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM TOP OF FOOTING TO FINISHED GRADE. (R406.1) • SEE SIMPSON RECOMMENDATIONS FOR HOLD DOWN PLACEMENT. COORDINATE LOCATIONS WITH DOOR & WINDOW ROUGH FRAMING TO PROVIDE ACCURATE DIMENSION FOR OPENINGS. FOUNDATION VENT CALCS. (R408.1) THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 300 SQUARE FEET OF UNDER -FLOOR AREA. REQUIRED OPENINGS SHALL BE EVENLY PLACED TO PROVIDE CROSS VENTILATION OF THE SPACE EXCEPT ONE SIDE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTILATION OPENINGS. ASSUMED VENTS ARE MIN. 15.5"x6" AND HAVE A NET FREE VENTILATION AREA OF .48 SQ. FT. NEW FOUNDATION VENT CALCULATIONS CRAWLSPACE AREA 1027 SQ FT NET VENTILATION AREA / 300 SQ FT 3.42 NET AREA NUMBER OF VENTS REQ'D NET AREA / 0.48 8 OPTIONAL POWER VENT CRAWLSPACE HEIGHT 3 205.4 CFM VFY (E) STEM WALL IS MINIMUM 6" THICK, 2'-6" HIGH, WITH LESS THAN 2'-6" DIFFERENTIAL SOIL HEIGHT, AND IN GOOD CONDITION. VERIFY (E) FOOTING IS 16" W MINIMUM & 8" THICK. IF THESE CONDITIONS ARE NOT MET, PLEASE CONTACT FOR FOR NEW FOOTING AT NEW RIDGE BEAM POINT LOAD. a5 A 6 C D E / 14'-7%" i , 8'-10%" i , 12'-7%" i . 2'-0" 1 1. CRAWLSPACE OVER EXISTING CONCRETE SLAB Q F-1.5 L. ,P:L. CUT & REMOVE {IS .ING STEM WALL I NOTE ! FIELD VERIFY ALL DIMENSIONS NOTE ! ALL FOUNDATION WALLS TO BE 6" UNLESS CALLED OUT OTHERWISE. LEGEND 7-7 STEM WALL — 7 FOOTING CONCRETE SLAB EXISTING REMOVAL 80 F-2 F-2 6 8'-6Y8° S3.0 12'-0%" 1 CONCRETE LANDING & STEPS TO GRADE PER I.R.C. ,- -__-- CD CRAWLSPAC: 6 MIL. BLACK V.B. - . . . . . . . . . + P:r P.L. 36'-1 %" CONCRETE LANDING & STEPS TO GRADE PER I.R.C. FOUNDATION PLAN SCALE: 1/4" = 1'-0" 12'-3" t.� t.. ................ CV I P W 0 Lu F Gcf) 0 E01 � jj � �� LJO 2'-5Y2' p z X �O w N um �— 4 1 j Lu �_,C r X m 0 0 1 Z U ULd \ CONT. FT'G UNDER GARAGE DR. CUT IRc RFMOVF I SF 16 I I TY 1 CUT & REMOVE 1o'a/4' I I EXISTING STEM WALL i ti I 8" CONCRETE STEM WALL I W/ #4 @ 12" OC EA WAY, CENTERED I r I. I I , L _.JI I U? I< I L -1 L A ICRAWLSPACE 11I 6 MIL. BLACK V.B. 1 9' 9" 9'-8Y z" 9'-91, I!. 00 M REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jul 30 2024 APPROVED DATE 0 � 54970 'v O�FSS�ONAL�-�G\�tv 07/12/2024 © 2023 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED R THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. DESIGNED BY CRW DRAWN BY CRW DATE 07/11 /2024 PHASE PERMIT SHEET TITLE FOUNDATION PLAN SCALE SHEET NUMBER S2.0 PROJECT NUMBER 24-07 D2( 4'-0" 25'-2y" A 6 C D E F G W0 � ,10 01 O01 P- E H-02 �` i; H-02 Q v 3�� �_ C TYP. Iaa `* TYP. `n z � ' I I 1— 0.48 SQ.FT. I ryl � o POST, CAP & BASE SCHEDULE j ' I WALL VENTS L.L.I I'I I`I U T TT SYM. POST CAP BASE NOTES: T 7 T �I'I f...•I I I , � d' ^ P 01 (1) 2x_ STUD w/ (1) TRIMMER (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER P-02 2x_ STUD w/ (2) TRIMMERS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER ! la l i'I L' t. P. 1 "'—' O x m P 03 (2) 2x_ STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (°I o U) o [ I CONCRETE PORCH & STEPS TO I.1 (D (D io I.1 P 04 4x4 DF#2 SIMPSON PC44 SIMPSON A 35 OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF 10d @4"O.C. GRADE PER I.R.C. j (CRAWLSPACE ONLY) Ua p �j Ua I ` ` I/Ld U IO_ cj 0-1 I' P-05 6X6 DF#1 (4) 16d NAIL (DBL. TOP PLATE) A35 EA SIDE TO SILL PL I' I O I°1 Ilo� �coT,—--_ P 06 4X6 DF#2 (4) 16d NAIL (DBL. TOP PLATE) A34 EA SIDE TO SILL PL ! �, u p � _ @ p a; ! ...........I.pf NOTE: SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE p I ,. v x v � I•I N N N f I I II I � � N c �'I I � I� I I I I � I I I �� . � I BEAM SCHEDULE SYM. BEAM BM-01 4x8 DF#2 OR BETTER BM-02 4x10 DF#2 OR BETTER BM-03 6x10 DF#1 BM-04 GLB 3-1/2x9 24F-V4 BM-05 GLB 5-1/2x13-1/2 24F-V4 BM-06 W16x50 W/ 3X NAILER PER 5/S3.1 BM-07 W6X12 W/ 3X NAILER PER 5/S3.1 HANGER SCHEDULE SYM. HANGER H-01 (2) L70 H-02 LU210 / LUC210 H-03 LU210-2 /LUC210-2 H-04 U410 NOTE: HANGERS NOT CALLED OUT IN ROOF PLAN SHALL BE PROVIDED BY TRUSS ENGINEER FLOOR FRAMING PLAN NOTES; 1. ALL DUCTS, CHASES, PIPE, AND CONDUIT OPENINGS SHALL BE PER ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND SPRINKLER DRAWINGS. CONTACT FOR FOR APPROVAL OF ANY OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN IN THE STRUCTURAL DRAWINGS. 2. RIMS BELOW SHEAR WALLS SHALL BE PER THE SHEAR WALL SCHEDULE, UNLESS NOTED OTHERWISE. ELSEWHERE, RIMS SHALL BE 11/4 " LSL MINIMUM, UNO. 3. REFERENCE GENERAL STRUCTURAL NOTES FOR ALL LUMBER, SHEATHING, AND ENGINEERED LUMBER GRADES 4. FULLY BLOCK FLOOR CAVITY AT ALL POINT LOADS. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS TO THE FOUNDATION. 5. TYPICAL TOP PLATE SPLICE: PROVIDE A MINIMUM 48" LAP W/ 16D @ 6" OC STAGGERED. 6. BEARING WALL TOP PLATE ELEVATION SHALL BE PER THE ARCHITECTURAL DRAWINGS. 7. TYPICAL FLOOR SHEATHING SHALL BE 23/32" APA RATED PLYWOOD SHEATHING. LAY FACE GRAIN PERPENDICULAR TO FRAMING AND STAGGER PANEL END JOINTS. NAIL WITH 1 OD @ 6" OC PANEL EDGES AND 12" OC PANEL FIELD (UNBLOCKED). ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. I I I I I I I I I , -------------------------- L---------------- -------------------------------------!--------- S3.0 S3.0 I I I I I I I I I NOTE ! P.L. POINT LOAD ABOVE. SOLID BLOCKING REQUIRED IN FLOOR FRAMING NOTE ! ALL NEW FLOOR FRAMING MEMBERS TO BE 2x10 HF#2 OR BETTER @ 16" O.C.(U.N.O.) LEGEND CONCRETE WALL UNDER PONY WALLS UNDER WALLS/ FIXTURES OVER — — FLOOR PERIMETER FLOOR JOISTS HEADERS & BEAMS CONCRETE SLAB EXISTING ..................••• REMOVAL REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING FFICIAL Jul 30 2024 APPROVED DATE ROSE DE WASh%yF 5497IST O�FSS�ONAL�-�G\�tv 07/11 /2024 (D 2023 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE B PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. z 0 0 0 Q Q 0 I U Q �Q QU) = o � z a) 0 r" CV 0 r w r CV DESIGNED BY CRW DRAWN BY CRW DATE 3/1 /2024 PHASE PERMIT SHEET TITLE FLOOR FRAMING PLAN SCALE SHEET NUMBER S2.1 PROJECT NUMBER 24-07 D2( KNEE BRACE SEE DETAL 12/S3.0 EXISTING POST ADD 2x4 RAFTER TO BOTT( OF EXISTING RAFTEI POST, CAP & BASE SCHEDULE SYM. POST CAP BASE NOTES: P-01 (1) 2x— STUD w/ (1) TRIMMER (4) 16d NAIL (DEL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER P-02 2x_ STUD w/ (2) TRIMMERS (4) 16d NAIL (DEL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER P-03 (2) 2x_ STUDS (4) 16d NAIL (DEL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. P-04 4x4 DF#2 * SIMPSON PC44 SIMPSON A-35 * OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF 10d @4"O.C. (CRAWLSPACE ONLY) P-05 6X6 DF#1 (4) 16d NAIL (DEL. TOP PLATE) A35 EA SIDE TO SILL PL P-06 4X6 DF#2 (4) 16d NAIL (DEL. TOP PLATE) A34 EA SIDE TO SILL PL NOTE: SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE BEAM SCHEDULE SYM. BEAM BM-01 4x8 DF#2 OR BETTER BM-02 4x10 DF#2 OR BETTER BM-03 6x10 DF#1 BM-04 GLB 3-1/2x9 24F-V4 BM-05 GLB 5-1/2x13-1/2 24F-V4 BM-06 W16x50 W/ 3X NAILER PER 5/S3.1 BM-07 W6X12 W/ 3X NAILER PER 5/S3.1 HANGER SCHEDULE SYM. HANGER H-01 (2) L70 H-02 LU210 / LUC210 H-03 I LU210-2 /LUC210-2 H-04 U410 NOTE: HANGERS NOT CALLED OUT IN ROOF PLAN SHALL BE PROVIDED BY TRUSS ENGINEER ROOF FRAMING PLAN NOTES: 1. PROVIDE SIMPSON H2.5A AT ALL ROOF FRAMING TO EXTERIOR WALLS. 2. REFER TO GENERAL STRUCTURAL NOTES FOR ALL WOOD FRAMED BEARING AND SHEAR WALLS, STUD GRADE, SIZE, AND SPACING. 3. ALL DUCTS, CHASES, PIPE, AND CONDUIT OPENINGS SHALL BE PER ARCHITECTURAL, MECHANICAL, PLUMBING, ELECTRICAL, AND SPRINKLER DRAWINGS. CONTACT FOR FOR APPROVAL OF ANY OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN IN THE STRUCTURAL DRAWINGS. 4. REFERENCE GENERAL STRUCTURAL NOTES FOR ALL LUMBER, SHEATHING, AND ENGINEERED LUMBER GRADES. 5. TYPICAL TOP PLATE SPLICE: PROVIDE A MINIMUM 48" LAP W/ 16D @ 6" OC STAGGERED. 6. TYPICAL ROOF SHEATHING SHALL BE 15/32" APA RATED PLYWOOD SHEATHING. LAY FACE GRAIN PERPENDICULAR TO FRAMING AND STAGGER PANEL END JOINTS. NAIL WITH 1 OD @ 6" OC PANEL EDGES AND 12" OC PANEL FIELD (UNBLOCKED). ALLOW 1/8" SPACE BETWEEN PANEL ENDS AND EDGES. • SEE DESIGN LOADS AND/OR STRUCTURAL NOTES FOR GROUND AND ROOF SNOW LOADS. • FOR MANUFACTUREDED TRUSS ROOFS: ROOF PLAN IS FOR SCHEMATIC PURPOSES ONLY. ACTUAL ROOF PLAN TO BE DESIGNED AND ENGINEERED BY A LICENSED TRUSS ENGINEER. RAFTER FRAMING PER PLAN. • TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY THE TRUSS MANUFACTURER PRIOR TO CONSTRUCTION. • LOCATE DOWNSPOUTS PER SITE CONDITIONS AND PER GENERAL CONTRACTOR. • INSTALLATION OF ALL ROOFING AND WALL FLASHING SHALL BE TO INDUSTRY STANDARDS AND IN COMPLIANCE WITH CURRENT CODES. • PROVIDE CONTINUOUS ALUMINUM GUTTERS ON FASCIA AS SPECIFIED IN DETAILS. • SKYLIGHT SIZES, IF ANY, ARE APPROXIMATE. CONTRACTOR TO VERIFY ACTUAL ROUGH OPENING SIZE PER MANUFACTURER SPECIFICATIONS. • PROVIDE SOLID BLOCKING OVER ALL SUPPORTS. • PROVIDE MIN. 22"x30" ATTIC ACCESS WITH APPROVED WEATHERSTRIPPING. IF ACCESS IS IN A GARAGE, A SELF CLOSING MECHANISM MUST BE INCORPORATED. • 16d @ 8"o.c. END TRUSS TO TOP PLATES. (TYPICAL AT ALL GABLE ENDS) • ATTICS WHERE THE MAX. CLEAR HEIGHT BETWEEN JOIST AND RAFTERS IS MORE THAN 42", OR WHERE THERE ARE TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE 42" HIGH BY 24" WIDE OR GREATER, MUST BE CONSIDERED ATTIC WITH LIMITED STORAGE. • ATTIC SPACE SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MIN. LIVE LOAD FOR SLEEPING ROOMS. ATTIC VENTILATION (R806.1 & 806.2) PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 150 SQ. FT. OF ATTIC AREA. EXCEPTION: PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 300 SQ. FT. OF ATTIC SPACE WHEN NOT LESS THAN 40% AND NOT MORE THAN 50% OF THE REQUIRED VENTILATION AREA IS PROVIDED BY VENTILATORS LOCATED WITHIN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACED MEASURED VERTICALLY WITH THE BALANCE OF THE REQUIRED VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE SHALL BE PERMITTED. ROOF VENT CALCULATIONS TOTAL ROOF AREA 3101 SQ FT REQUIRED ROOF VENTILATION AREA/ 300 10.34 SQ FT 40-50% IN UPPER & LOWER ROOF ROOF VENT AREA / 2 5.17 SQ FT VENT BLOCKS IN EAVES BLOCKS = AREA / 0.074 70 ROOF VENTS IN UPPER 40-50 % OPTION 1: AF50 ROOF JACK = AREA / 0.333 16 OPTION 2: (ridge vent) CORAVENT V300 = AREA/ 0.094 55.0 FEET 2x6 RAFTERS @24"O.C. BM-01 P-04 P-04 �5:12 5:�. II I� LLJ H w I' m co X Lli c� w II z co z Z W U, U, �I U) II X w 2x10 RAFTERS RIPPED TO MATCH FURRED DOWN RAFTERS P-03 -- -04 :1-04 c B C D E KNEE BRACE SEE DETAIL EXISTING 12/S3.0 I I I { POST 3 I I I I P-0 BM-03-05 GABLE —Q4 I Q `I I 7 Lu w I �:12 5:12�Lu , cn Q I co w O KNEE BRAG MFG. MO O TRU SES o v Z SEE DETA' w W @ 4"O.C. z p m 12/E J - I I Q N —Cb 1 U......................................................................... I-.....:T .� .... ........... ........... ........... ........... c� I. P—p RAFTERS @24"0. . E i C T &REM VE EXISTING OF Ml : : (D — ,. ,.T ................................................... 1 .......... .......... 1 •� EXISTS G i P I 1 a BM 02 I :i 1 3 _0 1 I POST: -03 i :gM ,01 j ...... ..Ic3 1 — °. .. i . . --- --- ; ; P-03 .x• 11 1 1 HANGER EXISTING ROOF 1 �i : BM 02 I P—�i1 01 1— ! {4 FRAMI TO P—o3 W BEAM 1 -- I q 1 I € w (Nn:12 0 5:12� P-03 � rr = I I I I kMOVXISTIN 'EILING JbISTS REMOVE EXISTING ROOF .RAMING I {r I[: I PI CH CHANGE EXISTING- -- --- — € POST .......................... .............. ....... 1 i 2x1 2 RAFTERS — — — — GIRDE>; TRUSS N ..� — — I �- GABLE: ............ Gq 1 :............................................................... I :........................................... ; 1 REMOVE EXISTING ......... 1........................................ RID E BM 06 �___ EXITS= : Pr05 : RIDGE new steel:: beam under existi ig roof ride I `I :.: iLO '! 2x12 RAFTERS r ---- =i i ;< — — i = 24" O.C. SISTE T� EXISTING RAFTERS ,• :: i. L.: �......... F:}•: ; / ........................ I i y.,F.... , . 1 1 E I 14 '•i I i :.: EXISTINE ROO, AFTE REMOV XISTIN CEILING OISTd :L I '• I I I I•:/ 1 I . .. I 8 —01 5 iL--- -- — -- •P�10 M-02 P-0:1 0P1 — — --- —I—I --— —I— P-02 P-02 N-02 MOVE EXISHNG ROOF OVERHANG I - .............:................. I:1 ..:...............:...........y..............�...........:..............:.} y......:...............:...............° I. I . ------ r------- —_— - 71 IF- C�u uui j I''I 5:12 0 5:12 { SKY LIGHT — �I I I I I#1 II I'I I I ui ;l �ri CUT & U) W aq c0 O c"I 0i z H�-04 P-03 F G I I I I I ' I � I I I ' I � I I I ' I � I I KNEE BRACE SEE DETAIL 12/S3.0 i II, I I. I I I I ' I I I I I U --------------- ----- 4---------- - - - --- - - --- -�—� -------------------- -------- -------------,- - - ------------------------------------------------- - --------- - — --- --- -1r- - I I LiI I> S3.1 li;l I ACC SS ,I P: 1 3. HEADER NOTE! HEADERS NOT CALLED OUT IN PLAN SHALL BE: P-01 P-01 BM-01 LEGEND TRUSSES RAFTERS TRUSSES (TOP CHORD) — — OVER FRAMING GIRDER TRUSS WALLS UNDER HEADERS & BEAMS ROOF LINES EXISTING EXISTING BEAM / HDR. ..................••• REMOVAL W 0 z Z Lu j w F Z �� z U Ld ROSE WAsy%yF 54970 O,�FSS O ST L NA 07/11 /2024 (D 2023 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE B PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. z 0 0 r� V I U DESIGNED BY CRW DRAWN BY CRW DATE 3/1 /2024 PHASE PERMIT SHEET TITLE ROOF FRAMING PLAN SCALE SHEET NUMBER REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION S2.2 Eri & BUILDING OFFICIAL PROJECT NUMBER Jul 30 2024 24-07 APPROVED DATE D2( WOOD -FRAMED SHEAR WALL SCHEDULE HEM FIR - 8d NAILING APA RATED EDGE NAILING BOTTOM BOTTOM PLATE FRAMING CLIP RIM BOARD FRAMING BLOCKING ANCHOR TO SILL PLATE AT ALLOWABLE SW TYPE WALL (EN) PLATE ATTACHMENT TO WALL THICKNESS &GRADE AT PANEL AT PANEL FOUNDATION FOUNDATION SHEAR SHEATHING BELOW EDGES EDGES CAPACITY(PLF) [3] [8] [3] [3] [5] [3] [12] SEISMIC WIND SW-6 15/32" 8d @ 6" OC 2X 16d SINKER @ 4" OC LTP5 @ 18" OC 1-1/4" 1.55E 2X 2X 5/8" 0 @ 48" OC PT 2X 242 339 TIMBERSTRAND LSL SW-4 15/32" 8d @ 4" OC 2X 16d SINKER @ 3" OC LTP5 @ 12" OC 1-3/4" 1.55E 2X 2X 5/8" 0 @ 32" OC PT 2X 353 495 TIMBERSTRAND LSL SW-3 15/32" 8d @ 3" OC 2X 16d SINKER (2) ROWS @ 4° LTP5 @ 10" OC 1-3/4" 1.55E 2X 2X 5/8" 0 @ 24" OC PT 2X 456 637 OC STAGG TIMBERSTRAND LSL SW-2 15/32" 8d @ 2" OC 3X SDWS2260ODB LTP5 @ 8" OC 3-1/2'' 1.55E 3X 3X 5/8" 0 @ 24" OC PT 3X 595 832 @ 6" OC TIMBERSTRAND LSL 2SW-4 15/32'' EA 8d @ 4" OC 3X SDWS2260ODB (2) ROWS @ LTP5 @ 6" OC 3-1/2'' 1.55E 2X 3X 5/8" 0 @ 20" OC PT 3X 707 990 SIDE 10" OC STAGG TIMBERSTRAND LSL 2SW-3 15/32'' EA 8d @ 3" OC 3X SDWS2260ODB (2) ROWS @ LTP5 @ 8" OC & 3-1/2" 1.55E 2X 3X 5/8" 0 @ 16" OC PT 3X 911 1274 SIDE 8" OC STAGG A35 @ 8" OC TIMBERSTRAND LSL 2SW-2 15/32'' EA 8d @ 2" OC 3X SDWS2260ODB (2) ROWS @ LTP5 @ 8" OC & 3-1/2'' 1.55E 3X 3X 5/8" 0 @ 12" OC PT 3X 1190 1665 SIDE 6" OC STAGG A35 @ 8" OC TIMBERSTRAND LSL NOTES: 1. ALL FRAMING MEMBERS AND BLOCKING SHALL BE 2" NOMINAL OR GREATER, PER THE SHEAR WALL SCHEDULE ABOVE. ALL JOINTS IN SHEATHING SHALL OCCUR OVER AND BE FASTENED TO COMMON FRAMING MEMBERS OR COMMON BLOCKING. 2. FOR BUNDLED END STUDS, STITCH NAIL TOGETHER WITH FASTENER DIAMETER AND SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. 3. IN LIEU OF 3X FRAMING, (2) 2X FRAMING MEMBERS MAY BE USED PROVIDED THEY ARE FASTENED TOGETHER WITH FASTENER, DIAMETER, AND SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. 4. ALL NAILS ARE COMMON, UNLESS NOTED OTHERWISE. NAILS SHALL BE DRIVEN WITH THE HEAD OF THE NAIL FLUSH WITH THE SURFACE OF THE SHEATHING. OTHER APPROVED FASTENERS SHALL BE DRIVE AS REQUIRED FOR PROPER INSTALLATION OF THAT FASTENER. 5. FOUNDATION ANCHOR BOLTS SHALL HAVE A GALVANIZED STEEL PLATE WASHER UNDER EACH NUT NOT LESS THAN 0.229"x3"x3" IN SIZE. PROVIDE A MINIMUM 6" ANCHOR BOLT EMBEDMENT INTO THE FOUNDATION. PROVIDE AN ANCHOR BOLT AT EACH END OF EACH SILL PLATE WITH AN END DISTANCE OF 6". 6. ALL SHEAR WALL PANELS SHALL NOT BE LESS THAN 4'X8', EXCEPT AT BOUNDARIES AND CHANGES IN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS OR BLOCKING. 7. NAILS SHALL BE LOCATED AT LEAST 3/8" FROM THE PANEL EDGES. REFERENCE SCHEDULE ABOVE AND PLAN FOR EDGE NAIL SPACING. NAILS AT THE INTERMEDIATE FRAMING MEMBERS SHALL BE THE SAME SIZE AS NAILS SPECIFIED FOR THE PANEL EDGE NAILING. THE MAXIMUM NAIL SPACING AT INTERMEDIATE FRAMING MEMBERS IS 12" OC. THE MAXIMUM STUD SPACING IS 16" OC. 8. ALL FRAMING CLIPS AND HARDWARE MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION INSTRUCTIONS TO OBTAIN THE MAXIMUM HARDWARE CAPACITY. 9. EDGE NAILING IS REQUIRED IN ALL HOLDOWN POSTS. EDGE NAILING IS REQUIRED TO EACH STUD USED IN BUILT UP HOLDOWN POSTS. 10. WHERE PANELS ARE APPLIED ON BOTH SIDES OF A SHEAR WALLAND NAIL SPACING IS LESS THAN 6" OC, PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3" NOMINAL OR GREATER AT ADJOINING PANEL EDGES. 11. NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. 12. PROVIDE HOT DIPPED GALVANIZED NAILS AND FRAMING CLIPS AT PRESSURE TREATED LUMBER. 13. REFERENCE KEY DETAILS FOR ADDITIONAL INFORMATION. SHEAR WALL SCHEDULE SCALE: 1 /4" = V-0" FLOOR/ROOF FRAMING HEADER NOT SHOWN FOR CLARITY PER PLAN DOUBLE TOP PL 3x BLKG AT STRAP ABOVE & BELOW OPENING SIMPSON CMSTC16 STRAP ABOVE & BELOW OPENING EXTEND 2'-0'' MIN PAST WINDOW OPENING, TYP - KING STUDS NOTES: 1. REFERENCE SHEAR WALL SCHEDULE AND KEY DETAIL FOR REMAINING INFORMATION 2. STRAPS TO BE ON BOTH SIDES WHEN SHEAR WALL IS DOUBLE SIDED TRIMMER STUDS STUD WALL FRAMING BOTTOM PLATE ATTACHMENT ADD'L NAILING AS REQ'D PER SW SCHEDULE FLOOR FRAMING DIAPHRAGM _7:777- EDGE NAILING DOUBLE TOP PL STUD WALL FRE SILL PLATE KEY DETAIL SHEAR WALL SHTG PER PLAN ABOVE EDGE NAILING RIM BOARD SHEATHING SPLICE FRAMING CLIP EDGE NAILING EXTERIOR WALLS NOT MARKED SHALL BE SW-6 HOLDDOWNS CALLED OUT ARE LOCATED AT BASE OF SHEAR WALLS. SEE THIS SHEET FOR SHEAR WALL SCHEDULE, HOLD DOWN SCHEDULE, AND FTAO SW REQUIREMENTS SHEAR WALL SHTG PER PLAN BELOW FIRST FLOOR SHEARWALLS EDGE NAILING SCALE: 1/8" = V-0" ANCHOR BOLT SHEAR WALL PLAN NOTES: 1. SW-X INDICATES WOOD SHEAR WALL. REFERENCE GENERAL STRUCTURAL NOTES AND SHEAR WALL SCHEDULE THIS SHEET FOR FASTENING AND SHEATHING REQUIREMENTS. 2. F-SW-X INDICATES "FORCE TRANSFER AROUND OPENING" SHEAR WALL. REFERENCE DETAIL 2 THIS SHEET FOR ADDITIONAL STRAPPING AND CONNECTION REQUIREMENTS. 3. REFERENCE STRUCTURAL GENERAL NOTES FOR LUMBER AND SHEATHING GRADES. 4. ALL EXTERIOR WALLS TO BE SHEATHED AS SW-6, UNO. 5. REFERENCE ARCHITECTURAL FOR REMAINING NON-STRUCTURAL WALLS. 6. CONTRACTOR TO COORDINATE HOLD DOWN ANCHOR, ANCHOR BOLTS, AND BASE PLATES WITH FOUNDATION PLAN PRIOR TO POURING CONCRETE. 7. PROVIDE FULL HEIGHT SOLID BLOCKING OVER SHEAR WALLS AND BEARING WALLS WINDOW SILL PERPENDICULAR TO FRAMING. PROVIDE DOUBLE JOIST OVER SHEAR WALLS AND BEARING WALLS PARALLEL TO FRAMING. CRIPPLE STUDS WALL SHTG NOT SHOWN FOR CLARITY ❑ ❑ 0 J°` yQGQ p SW-6 i �J ° -T-�7- HOLD DOWN SCHEDULE MINIMUM HOLD DOWN MARK STEMWALL HARDWARE (SIMPSON AB DIAMETER OPTIONAL CAST -IN -PLACE POST -INSTALLED MIN END STUD THICKNESS STRONG -TIE) ALTERNATE ANCHORAGE ANCHORAGE REQUIRED LSTHD8 6" LSTHD8 OR LSTHD8RJ N/A HDU4 N/A N/A (2) 2X STHD10 6" STHD10 OR STHDI ORJ N/A HDU4 N/A N/A (2) 2X STHD14 6" STHD14 OR STHDI4RJ N/A HDU8 N/A N/A (2) 2X 5/8" O GR. 36 F1554 ATR W/ HDU2 6" HDU2-SDS2.5 5/8" STHD14 SSTB16 SET-3G/AT-XP EPDXY W/ 8" (2) 2X EMBED CENTERED IN STEMWALL 5/8" O GR. 36 F1554 ATR W/ HDU4 6" HDU4-SDS2.5 5/8" N/A SSTB16 SET-3G/AT-XP EPDXY W/ (2) 2X 12.5" EMBED CENTERED IN STEMWALL HDU5 6" HDU5-SDS2.5 5/8" N/A SSTB24 NOT PERMITTED (2) 2X HDU8 8" HDU8-SDS2.5 7/8" N/A SSTB28 NOT PERMITTED (3) 2X HDU11 8" HDU11-SDS2.5 1" N/A PAB8 OR SB1X30 NOT PERMITTED 4X8 HDU14 8" HDU14-SDS2.5 1" N/A PAB8 NOT PERMITTED 6X6 0 REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Erit.- Cs+.rlQr W � Lu a- 10 c/ i O � �� E"o 0, jj t��� V _ 3� z O� z w uo `v' ~~ w U Fx r� r X 0 V 0 U z Ld U ROSE DE WAsy%yF 54 70 O�FSSrGIST 07/11 /2024 (D 2023 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE B D2 ` PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. z O 0 Q Q 0 I U Q DESIGNED BY CRW DRAWN BY CRW DATE 3/1 /2024 PHASE PERMIT SHEET TITLE S HEAR WALL PLAN SCALE SHEET NUMBER S2.3 FTAO SHEAR WALL ELEVATION SCALE: 1 /2" = 1'-0" BUILDING OFFICIAL Jul 30 2024 APPROVED DATE PROJECT NUMBER 24-07 TRUSS PER PLAN — SIMPSON H2.5A CLIP EA TRUSS TO WALL DOUBLE TOP PLATE SHEAR WALL PER PLAN & SHEAR WALL SCHEDULE IV, SHEATHING & NAILING PER PLAN DIAPHRAGM EDGE NAILING @ BLOCKING, TYP /-- FULL HEIGHT SOLID BLKG VENTING PER ARCH MAX (3) 2" 0 HOLES PER FULL LENGTH BLOCK REFERENCE ARCH FOR N TRUSS PROFILE & OUTRIGGER FRAMING CLIPS PER SHEAR WALL SCHEDULE TRUSS PERPENDICULAR TO WALL SCALE: 1 1 /2'' = T-0" SHTG PER PLAN WHERE OCCURS WOOD NAILER (3X MIN) W/ 5/8" 0 THREADED ROD A36 F1554 @ 16" OC, COUNTERSUNK PACK WF BEAM W/ SOLID WOOD FILLER W/ 5/8" 0 THREADED ROD A36 F1554 @ 16" OC STAGGERED WHERE REQ'D FOR WOOD CONNECTIONS JF BEAM PER PLAN TYPICAL WF BEAM WOOD NAILERS SCALE: 1 1 /2'' = T-0" SHEATHING & DIAPHRAGM NAILING PER PLAN FASCIA PER 2x4 BLKG W/ 8d @ 4" OC SHTG TO ARCH — BLKG & (2) 16d END NAILS EA END PERSPACPILAN NG 2' MAX 1 1 (MIN) 2 (MAX) + +� 2x4 DIAGONAL BRACE @ 4' OC W/ (4) 10d FACE NAILS EA END. U-0" MAX SPAN ROOF TRUSS PER PLAN, TYP SHEAR WALL PER PLAN GABLE END TRUSS SCALE: 1 " = 1'-0" 1 /4" P L EA W/ (2) 5/8" WOC WF BEAM TO WOOD POST SCALE: 1 1 /2'' = V-0" 2x4 OUTRIGGER @24"OC SHEAR WALL EDGE NAILING H2.5A @ EA OUTRIGGER GABLE END TRUSS 2x4 BLKG @ 48'' OC W/ (2) 16d END NAILS EA END SHEAR WALL EDGE NAILING SHEATHING PER PLAN DIAPHRAGM EDGE NAILING @ BLOCKING, TYP VENTING PER ARCH MAX (3) 2" 0 HOLES PER FULL LENGTH BLOCK FASCIA BEYOND PER I ARCH SIMPSON H2.5A CLIP EA TRUSS TO SUPPORT TRUSS PER PLAN 110-TEMAM-011110=21"I ROOF TRUSS TO BEAM SCALE: 1 1 /2'' = T-0" REFERENCE ARCH FOR TRUSS PROFILE & OUTRIGGER 2X6'RAFTERS @ 24" OC (&-0" MAX CLEAR SPAN - PROVIDE INTERMEDIATE SUPPORT TO FRAMING BELOW AT SPANS GREATER THAN 8'-0") (2) 2X8 RIDGE BEAM (7'-0" MAX CLR SPAN) FASTEN TO VALLEY BOARDS W/ (2) W U Lu A35. FASTEN TO GABLE END TRUSS T �1 ,� ,o W/ LUS28-2 HGR v! O ,� ' E 00 (USE (2) 2X10 WHEN 2X8 RAFTERS ARE REQ'D Q W/ 7-0'' MAX CLR SPAN) n/' 0 3 v ROOF SHTG PER PLAN z o � LSU26 DIAPHRAGM Z aioSIMPSON vr RAFTER HANGER EDGE NAILING '"' w w • N FULL HT ''j Z �73� BLOCKING A35 EA RAFTER X0 TO VALLEY BOARD • co co LDIAPHRAGM EDGE NAILING W U ROOF SHTG ROOF FRAMING 24" OC MAX SPACING FULL HT 2x BLKG @ 24'' OC W/ (2) 16d NAILS EA END 2X8 VALLEY BOARD W/ (2) 16d NAILS @ EA BLOCK & @ EA (E) ROOF RAFTER ROOF OVERFRAMING SCALE: 1 " = 1'-0" 2X4 VALLEY BOARD @ EDGE OF FRAMING W/ 16d @ EA BLOCK & @ EA TRUSS. STAGGER NAILING REVISED PLAN APPROVED CITY OF EDMONDS BUILDING DIVISION Eric BUILDING OFFICIAL Jul 30 2024 APPROVED DATE ROSE ��\� 1 Wgsy%yF 54; 7IST O�FSS�ONAL�-�G\�tv 07/11 /2024 © 2023 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED R THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. DESIGNED BY CRW DRAWN BY CRW DATE 07/10/2024 PHASE PERMIT SHEET TITLE STRUCTURAL SECTIONS & DETAILS SCALE SHEET NUMBER S3.1 D2( PROJECT NUMBER 24-07