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APPROVED BLD ENG RESUB 2-BLD2024-0515+Architectural_Plan+10.25.2024_6.59.20_AM+4580873PROJECT DESO 8302 218th st Addition. . rt "N: • -I DS. i••�� • • �7 � , V 'i� L • I• (r r �R '�,• •iI t �•'• �J No. (� • • �j r• . Z - .. • • tg • � {,� i �i •,,A7 '` mil Z`f �'�'' !/ �I �� • 1� , �~ , 1•I •.•�� • �� JI�� • .� `• r; ' ;_�•,t , ^� i,•�,�, ',ft ;- �f �Y • y / • - • -i.•� �;; i •J►.� )�i +•1►`•� i V•.\'� • •�•:' -• •,•V- • !'1 • -• �; ��"'�S�-�� _l �•��1 , % �.1- ♦ t,t�� :•/ 1 w fvr, • '� .y _} y'` . r • _� �� a •-•�,� •.• ;-4 ��I�,•-�i• � w �.•-1�/ .� ♦�ti\ _ ��}�,•..i • _ ,1'•r_, �♦_�•'♦t �♦ r ..•�` •.. 1. 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'� • SITE INFORMATION ADDRESS: 8302 218th St SW PARCEL NUMBER: 27043000108300 LEGAL DESCRIPTION: SEC 30 TWP 27 RGE 04E 55FT OF El /2 W1/2 N1/2 SW1/4 SW1/4 NE1/4 EXC S 150FT THOF & EXC N 20FT THOF LOT AREA: 9,147.6 SQUARE FT (0.21 ACRE) VICINITY MAP Puget 0524 OWNER ANKLESARIA MINOO Lyneoc Caspers Sk Edmonds College 19 THE 60WL OF EDMONDS 4b p Edmonds z Main St SEATTL HEIGHTS 2( 7-Eleven 1911 k 19 212th St S W 212th 't S W a ep wdo�n LOCATION `� C ©nds � Park a r If PINE PARK MPrernier Therapy ASSOCIates ioA NEIGHBORHOOD 220thStSW woodway s Esperance WESTGATE 228thS1SW Studio Sage Recording f O ::r SHERbWOOD � whirlyBall FOREST 2 CD STRUCTURAL CODES 2021 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL) 2021 EDITION OF THE INTERNATIONAL RESIDENTIAL CODE (ARCHITECTURAL) 2021 WASHINGTON STATE ENERGY CODE 2021 INTERNATIONAL FIRE CODE (IFC) 2021 UNIFORM PLUMBING CODE (UPC) DRAWING LIST SHT# 1 AO 2 Al 3 A2 4 A3 t*. 4L COVER SHEET SITE PLAN FLOOR PLANS ELEVATIONS & DETAILS SCOPE SUMMARY Demolition and Site Preparation: a. Clear the construction area: Remove any existing structures or obstacles to prepare the site for construction. b. Excavation: If needed, excavate the area for the foundation and utilities. Foundation: a. Pour foundation: Construct a solid foundation based on the specifications in the architectural plans. b. Waterproofing: Apply waterproofing materials to protect the foundation from moisture. Structural Framing: a. Frame the new addition: Build the structural framework for the bedroom and bathroom. b. Roofing: Install the roofing system, including trusses, sheathing, and roofing material. Exterior Work: a. Siding: Apply exterior siding or finish according to your design preferences. b. Windows and doors: Install windows and doors as specified in the plans. c. Exterior finishes: Add any additional exterior finishes, such as trim or decorative elements. Interior Work: a. Insulation: Install insulation to meet energy efficiency standards. b. Drywall: Hang and finish drywall for walls and ceilings. c. Flooring: Install flooring materials in the bedroom and bathroom. Electrical and Plumbing: a. Rough -in: Rough -in the electrical wiring and plumbing for the new spaces. b. Fixtures and outlets: Install lighting fixtures, switches, outlets, and plumbing fixtures. HVAC (Heating, Ventilation, and Air Conditioning): a. Extend existing HVAC system: Connect the new spaces to the existing heating and cooli Finishing Touches: a. Paint and finish: Apply paint and other finishes to walls, ceilings, and trim. b. Cabinetry and built-ins: Install any built-in furniture or cabinetry specified in the plans. c. Hardware: Add door handles, cabinet hardware, and other finishing touches. �s r r? • ✓r • O z .• i � Q N O - t J L 00 M 1- Z un j 000 O O O Q aD W y OVED PLANS MUST BE RESUB Oct 25 2024 TY OF N B NDS DE ELEDMSERVICES O JO SI T E DEPARTM ALL WORK SUBJECT TO FIELD �F - ION FOR CODE CO 11 Interconnected Smoke Alarms Are A Requirement Of This Permit In Accordance With R314.2.2 ;; ,0 .............................................. City Of Edmonds Building Department 11 .................. ADDITION ....................................., Work c Address 8302 218TH ST SW :r Owner ANKLESARIA Approved Date 10/30/2024 ...................................... <�BtfrWing Official Erb C44^ter Permit Number ANKLESARIA L- kono CODE NOTES ALL WORK SHALL CONFORM TO 2021 INTERNATIONAL RESIDENTIAL CODE (IRC), INCLUDES ADOPTOIN OF APPENDICES F,Q AND U. CHAPTER 11 AND CHAPTERS 25 THROGH 43 ARE NOT ADOPTED. 2021 INTERNATIONAL MECHANCIAL CODE (IMC), 2021 INTERNATIONAL ENEGY CODE. RESIDENTIAL II WITH WASHINGTON STATE AMENDMENTS (WESC), 2021 INTERNATIONAL FIRE CODE (IFC), 2021 INTERNATIONAL ELECTRICAL CODE (IEC) 2021 INTERNATIONAL FUEL GAS CODE (IFGC) THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS AND INSPECTIONS TO COMPLETE THE WORK. PLUMBING AND ELECTRICAL WORK IS DESIGN - BUILD. GENERAL NOTES. Ili1=19li•�:7e[�iI:�Y:1e1���/�71�'/e1��:/��n[eliI�]i•17�[�li•1, : [�T:il<i7T0I�1e�n[eiii:T��i�L�lN23 CONTRACTOR TO NOTIFY ARCHITECT IMMEDIATELY IF HE HAS ANY QUESTIONS. DO NOT SCALE ANY DIMENSIONS FROM THE DRAWINGS. VERIFY ALL DIMENSIONS, DATUMS AND LEVELS PRIOR TO CONSTRUCTION. ALL DIMENSIONS ARE TO FACE OF STUD OR FACE OF CONCRETE UNLESS OTHERWISE �[��DI��71�'/_1:iya��iiT�y[eT01 ►I ►I � � �'�13iI�lt•I��I�.1�:1���1�:11�'/_1� : � � el:eli•1 DIMENSIONS FOR EQUIPMENT PROVIDED IN THE CONTRACT AND BY OTHERS. PROVIDE ALL BLOCK - OUTS, BLOCKING, BACKING AND JACKS REQUIRED FOR INSTALLATION. VERIFY LOCATION OF ALL EXISTING UTILITIES; CAP, MARK AND PROTECT AS NECESSARY TO COMPLETE THE WORK. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL REQUIRED SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES, SEQUENCES, OR PROCEDURES REQUIRED TO PERFORM THEIR WORK. ATTIC VENTILATION: MINIMUM NET AREA SHALL BE NOT LESS THAN 1 S.F. PER 150 S.F. OF ATTIC AREA OR 1 S.F. PER 300 S.F. OF ATTIC AREA IF 1/2 IS IN THE SOFFIT AND 1/2 IS AT LEAST 3' ABOVE THE PLATE LINE FUEL BURNING APPLIANCES SHALL BE ASSURED A SUFFICIENT SUPPLY OF COMBUSTION AIR PER SMC. ALL WARM -AIR FURNACES SHALL BE LISTED AND LABELED BY AN APPROVED AGENCY AND INSTALLED AND VENTED ACCORDING TO SPECIFICATIONS. PROVIDE A MINIMUM CLEAR WORKING SPACE OF 3" MINIMUM ALONG SIDES, BACK AND TOP OF FURNACE WITH 12" MINIMUM CLEARANCE TOTAL SIDE TO SIDE. THE BUILDING SHALL COMPLY WITH WASHINGTON STATE ENERGY CODE. NIGHT SETBACK THERMOSTAT IS REQUIRED. SEAL AND CAULK ALL CRACKS TO PREVENT AIR INFILTRATION. HOT WATER TANK SHALL HAVE TYPE IV PRESSURE RELIEF VALVE TO COMPLY WITH ASHRAE 90A-80 LISTING AND APPROVAL. INSULATE TANK WITH R-19 AND FIT HOT WATER LINES WITH SNAP -ON TYPE INSULATION PER WASHINGTON STATE ENERGY CODE. IN UNHEATED AREAS, ELECTRIC FURNACES AND WATER HEATERS SHALL BE SET ON AN INCOMPRESSIBLE INSULATED SURFACE OF R-10 MINIMUM. HOT WATER TANKS LOCATED ABOVE HOT WATER FIXTURE OUTLETS REQUIRE VACUUM RELIEF VALVES. SMC. DUCT SYSTEMS SHALL BE OF METAL PER U.M.C. TABLE 10-A, 10-B AND 10-C OR FACTORY MADE DUCTS COMPLYING WITH U.M.C. STANDARD 10-1. ALL JOINTS AND SEAMS SHALL BE SUBSTANTIALLY AIRTIGHT. DUCTS IN UNHEATED SPACES SHALL HAVE 2" INSULATION MINIMUM OR 1/2" DUCT LINER. ALL EXPOSED EXTERIOR METAL SHALL BE GALVANIZED. ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. PRESSURE TREATED WOOD SHALL BE USED FOR WOOD MEMBERS WHICH FORM THE STRUCTURAL SUPPORT OF BALCONIES, PORCHES, ETC. WHEN SUCH MEMBERS ARE EXPOSED TO THE WEATHER PER SBC SLOPE ALL DECKS, WALKS, DRIVEWAYS, AND PATIOS AWAY FROM BUILDING 1/4"/FT. MINIMUM. EXTERIOR DOORS SHALL BE PROVIDED WITH CONTINUOUS METAL WEATHER-STRIP, METAL THRESHOLD, CYLINDER LOCK ACCESSED DEAD BOLT WITH THUMB TURN AND 1" THROW AND 1/4" INTO CATCH PLATE. PROVIDE FIRE BLOCKING, DRAFT STOPS AND FIRE STOPS PER SRC ROOF DRAINS AND OVERFLOW DRAINS SHALL COMPLY WITH THE IRC & IMC. ROOF AND FOOTING DRAINS ARE TO BE TIGHT LINED SEPARATELY TO APPROVED DISCHARGE. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY ARCHITECT AND THE STRUCTURAL ENGINEER. DO NOT SIGNIFICANTLY VARY OR MODIFY THE WORK SHOWN, EXCEPT WITH WRITTEN AUTHORIZATION FROM ARCHITECT REPORT ERRORS AND OMISSIONS TO ARCHITECT IMMEDIATELY. THESE DRAWINGS ARE THE EXCLUSIVE PROPERTY OF ARCHITECT AND MAY BE REPRODUCED ONLY WITH THE WRITTEN PERMISSION OF ARCHITECT AUTHORIZED REPRODUCTIONS MUST BEAR THE NAME OF ARCHITECT. RECEPTACLE OUTLETS: PER 2018 NATIONAL ELECTRICAL CODE 1. OUTLETS SHALL BE INSTALLED SO THAT NO POINT ALONG THE FLOOR LINE IN ANY WALL SPACE IS MORE THAN 6 FEET FROM AN OUTLET INCLUDING ANY WALL SPACE 2 FEET OR MORE IN WIDTH. NOTE: WALL SPACE INCLUDES FIXED PANELS, FIXED ROOM DIVIDES SUCH AS RAILINGS AND FREE STANDING BAR -TYPE COUNTERS. 2. WALLS ABOVE COUNTER SPACE ARE REQUIRED TO HAVE AN OUTLET WHEN THE COUNTER IS 12 INCHES OR GREATER IN WIDTH. THEY SHALL BE INSTALLED SO THAT NO POINT ALONG THE WALL IS MORE THAN 24 INCHES FROM A RECEPTACLE. 3. AT LEAST ONE WALL RECEPTACLE OUTLET SHALL BE INSTALLED IN BATHROOMS WITHIN 36 INCHES OF THE OUTSIDE EDGE OF EACH LAVATORY BASIN. 4. HALLWAYS OF 10 FEET OR MORE IN LENGTH SHALL HAVE AT LEAST ONE RECEPTACLE OUTLET. MATERIALS & FINISHES LISTED ON INTERIOR & EXTERIOR ELEVATIONS ARE FOR GENERAL INFORMATION & CONVENIENCE OF CONTRACTOR, IN ADDITION TO MATERIALS & FINISHES INDICATED OR SPECIFIED ELSEWHERE IN THE DRAWINGS. N.I.C. EQUIPMENT IS FURNISHED & INSTALLED BY OTHERS. GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING INSTALLATION & PERFORMING WORK AS REQUIRED BY DETAILS OR SPECIFICATIONS FOR EQUIPMENT INSTALLATION. FURNISHED BY OTHERS INSTALLED BY CONTRACTOR (F.O.I.C.) EQUIPMENT IS FURNISHED BY OTHERS & INSTALLED AS A PART OF THIS WORK. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING THE WORK AS REQUIRED FOR INSTALLATION. CONTRACTOR SHALL SEAL AROUND ALL PENETRATIONS FOR FIRE RATED WALLS, INCLUDING BUT NOT LIMITED TO, PIPING, DUCT AND CONDUIT, ETC. WITH FIRE -STOPPING PER CODE REQUIREMENTS. CONTRACTOR SHALL MAINTAIN THE INTEGRITY OF THE VAPOR BARRIER MEMBRANE AT FLOOR SLAB AND ROOF, WEATHER BARRIER AT WALLS, BACKER ROD, SEALANT, & OTHER APPROVED MEANS SHALL BE APPLIED CONTINUOUSLY AROUND ALL EXTERIOR DOOR & WINDOW OPENINGS & OTHER AREAS OF POTENTIAL AIR INFILTRATION, INCLUDING STRUCTURAL, MECHANICAL, & ELECTRICAL PENETRATIONS. THE CONTRACTOR SHALL REPAIR ANY DAMAGE TO VAPOR BARRIERS, OR REPLACE THEM PRIOR TO COVER, AS APPROVED. CAULK, SEAL OR WEATHER-STRIP ALL OPENINGS IN THE EXTERIOR WALLS, AS APPROPRIATE TO LIMIT AIR LEAKAGE. ALL GLASS DOORS SHALL BE INSULATED SAFETY GLASS. INSULATE WATER HEATERS WITH R-19 MIN. 2021 INTERNATIONAL RESIDENTIAL CODE (IRC) This is a review of the codes that are relevant to this project. This review has been abridged and edited to highlight pertinent code issues. Contractor to use this review as reference only. Consult IRC for detailed understanding of the code. R302.1 The interior design temperatures used for heating and cooling load calculations shall be a maximum of 72 degrees F for heating and a minimum of 75 degrees F for cooling. R302.5.1 Opening from garage directly into a sleeping room used for sleeping shall not be permitted. Other other openings between the garage and residence shall be a solid wood door, solid or honeycomb -core steel door, not less than 1-3/8 inches thick or 20 minute fire rated doors, equipped with a self -closer. R302.6 Dwelling - garage fire separation per Table R302.6. Separation from residence and attics min. 1/2" gypsum board on garage side. Separation from all rooms above garage, not less than 5/8" type X gypsum board or equivalent. Structures supporting floor/ ceiling assemblies used for separation required by this section. Not less than 1/2-inch gypsum board. Garages located less than 3 feet from a dwelling unit on the same lot. Not less than 1/2-inch gypsum board applied to the interior side of the exterior walls that are within this area. R302.11 Fire blocking. In combustible construction, fire blocking shall be provided to cut off all concealed draft openings (both vertical and horizontal) and form an effective fire barrier between stories, and between a top story and the roof space R303.1 Natural light: All habitable rooms shall have an aggregate glazing area of not less than 8 percent of the floor area of such rooms. R303.5.1 Intake openings. Mechanical and gravity outdoor air intake openings shall be located a minimum of 10 feet from any hazardous or noxious contaminates, such as vents, chimneys, plumbing vents, streets, alleys, parking lots and loading docks, except as otherwise specified in this code. R303.5.2 Exhaust openings. Exhaust air shall not be directed onto walkways. All exhaust ducts shall terminate outside the building. Terminal elements shall have a least the equivalent net free area of the ductwork. R303.5.2.1 Exhaust ducts. Exhaust ducts shall be equipped with back -draft damper. All exhaust ducts in unconditioned spaces shall be insulated to a minimum of R-4. R303.7 Interior Stairway illumination. Interior stairway illumination shall be provided with an artificial light source to illuminate the landings and treads. Stairway illumination shall receive power from the building wiring. The light source shall be capable of illuminating treads and landings to the levels of not less than 1 foot-candle as measured at the center of treads and landings. There shall be a wall switch at each floor level to control the lighting source where there are six or more risers. R303.8 Exterior stairway illumination. Exterior stairway shall be provided with artificial light source located at the top landing of the stairway. Stairway illumination shall receive power from the building wiring. Exterior stairway providing access to a basement from the outdoor grade level shall be provided with an artificial light source located at the bottom landing of the stairway. R303.10 Required heating. Every dwelling unit shall be provided with heating capable of maintaining a minimum room temperature of 68 degrees F at a point 3 feet above the floor and 2 feet from the exterior walls in habitable rooms, baths and toilet rooms at the design temperature as specified in Table R301.2(1). The installation of portable space heaters shall not be used to to achieve compliance with this section. R304.1 Minimum area. Habitable rooms shall have a floor area of not less than 70 square feet. Exception: Kitchens. R304.2 Minimum dimensions. Habitable rooms shall not be less than 7 feet in any horizontal dimension. Exception: Kitchens. R304.3 Height effect on room area. Portions of a room with a sloping ceiling measuring less than 5 feet or a furred ceiling less than 7 feet from the finished floor to the finished ceiling shall not be considered as contributing to the minimum required habitable area for that room. R305.1 Minimum height. Habitable space, hallways, bathrooms, toilet rooms, laundry rooms and portions of basements containing these spaces shall have a ceiling height shall not be less than 7 feet. Bathrooms, toilet rooms and laundry shall have a ceiling height of not less than 6 feet 8 inches. See exceptions for sloped ceilings and bathrooms. R305.1.1 Basements. Portions of basements that do not contain habitable space or hallways shall have a ceiling height of not less than 6 feet 8 inches. Exception: At beams, girders, ducts or other obstructions, the ceiling height shall be not less than 6 feet 4 inches from the finished floor. R306.1 Toilet facilities. Every dwelling unit shall be provided with a water closet, lavatory, and a bathtub or shower. R306.2 Kitchen. Each dwelling unit shall be provided with a kitchen area and every kitchen area shall be provided with a sink. R307.1 Space required. Toilet, Bath and Shower Spaces. Fixtures shall be space in accordance with Figure R307.1 and per the Uniform Plumbing Code Section 402.5. Toilets shall be 15" from centerline to wall on both sides. Sinks and toilets shall have 21" clearance in front. Showers shall have a min of 24" clear in front of opening. R308.1 Glazing in hazardous locations shall be provided with a manufacturer's designation, the type of glass and the safety glazing standard with which it complies, and that is visible in the final installation. The designation shall be permanently labeled. R308.4.2 Glazing adjacent to doors. Glazing less than 60 inches above the floor within 24" of a closed door shall be considered a hazardous location. R308.4.3 Glazing in windows that meets all of the following conditions shall be considered to be a hazardous location: Windows with a single pane larger than 9 square feet, lower than 18" and higher than 36" above the floor, 4. within 36 inches horizontally of a walking surface. R308.4.7 Glazing at the bottom of a stairway landing less than 36" above the landing and withing 60" horizontal shall be considered a hazardous location. R308.6.2 Permitted glazing in hazardous locations. 2. Fully tempered glass. 3. Heat -strengthened glass, 4. Wired glass. 5. Approved rigid plastics. R309.1 Garage floor surface. Shall be of approved non-combustible. The area of the floor used for parking shall be sloped to a drain or to the main vehicle entry doorway. R310.1 Emergency escape and rescue required. Basements, habitable attics and every sleeping room shall have at least one operable emergency escape and rescue opening. They shall open directly into a public way or to a yard providing an unobstructed path wit a width of not less than 63 inches to opens to a public way. See exceptions. R310.2.1 Minimum opening area. Emergency escape and rescue openings shall have a minimum net clear opening of 5.7 square feet. Grade floor or below grade floor openings shall have a minimum net clear opening of 5 square feet. Net clear height shall be 24 inches minimum, net clear width shall be 20" minimum. R310.2.2 Emergency escape and rescue openings sill height shall not be more than 44 inches above the floor. R311.2 Egress door . At least one egress door shall be provided for each dwelling unit. The egress door shall be side hinged and shall provide a minimum clear width of 32 inches. R311.3 Floor landings at exterior doors. There shall be a landing or floors on each side of each exterior door. The width of each landing shall not be less than the door served and be a minimum of 36 inches. Maximum slope is X" per foot. R311.7.2 Stairway Headroom not less than 6'-8" R311.7.5.1. The maximum riser shall be 7 X" the minimum tread shall be 10" R311.7.5.3 Nosings. A nosing projecting of not less than % inch but not more than 1- 1/4" shall be provided on stairways with solid risers. R311.7.6 Landings for stairways. There shall be a floor or landing at the top and bottom of each stairway. The minimum width of in the direction of travel shall be no less than the width of the flight served. R311.7.7 Stairway walking surface. The walking surface of treads and landings or stairways shall be sloped no steeper than one unit vertical in 48 inches horizontal. ( 2 percent slope) R311.7.8 Handrails. Handrails shall be provided on at least one side of each flight of stairs with four or more risers. R311.7.8.1 Handrail height shall be not less than 34 inches and not more than 38 inches. R311.7.8.4 Handrails shall be continuous from the top riser to the bottom riser. R311.7.8.5 The diameter of the handrail shall be from 1 X to 2 inches. R312.1.1 Guards shall be located along open -sided walking surfaces, including stairs, ramps and landings, that are more than 30 inches above the adjacent grade within 36 inches to the edge of the open side. Guards shall not less than 36 inches high. R312.1.3 Guards shall not have openings which allow passage of a sphere 4 inches in diameter. Except at the triangle formed by the tread, riser and the bottom of the rail may not allow a passage of a 6 inch diameter sphere. R312.2.1 Windows that open 6 feet above grade shall be a minimum of 24" above finish floor. Or comply with fall protection per this section. R313.1 An automatic residential fire sprinkler system shall be installed in a townhouse unit. R313.1.1 Automatic fire sprinkler systems. Where installed, the design and installation of residential fire sprinkler system shall be in accordance with Section P2904 or NFPA 13D. R314.2.2. Where alterations or additions requiring a permit occur, where a sleeping room is added or an attached dwelling unit is created each dwelling unit shall be equipped with smoke alarms as required for new dwellings. R314.3 Location of smoke alarms, heat detectors and heat alarms. 1. In each sleeping room or sleep loft. 2. Outside each separate sleeping area in the immediate vicinity of the bedrooms. 3. On each story of the dwelling unit including basements and habitable attics. 4. Smoke alarms shall be installed not less than 3 feet horizontally from the door of a bathroom that contains a bathtub or shower. 315.2 For new construction, an approved carbon monoxide alarms shall be installed outside each separate sleeping area in the immediate vicinity of the bedrooms and on each level of the dwelling. R319. 1 Address numbers. Buildings shall have approved address numbers. Install address numbers in a position that is plainly legible and visible from the street fronting the property. The numbers shall be a minimum of 4 inches high, on contrasting background with a minimum stroke width of % inch. M1401.1 Heating and cooling equipment and appliance shall be installed in accordance with the manufacturer's installation instructions and the requirements of this code. M1401.2 Heating and cooling equipment and appliance shall be located to permit maintenance, servicing and replacement. M1401.3 Sizing. Heating and cooling equipment and appliances shall be sized in accordance with ACCA Manual S based on building loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies. M1501.1 Outdoor discharge. The air removed by every mechanical exhaust system shall be discharged to the outdoor per M1502. Exception: whole -house fans may discharge to a private attic. M1502.1 Clothes dryers shall be exhausted in accordance with manufacturer's instructions. M1502.2 Dryer exhaust systems shall be independent of all other systems and covey moisture to the outdoors. M1502.4 Dryer exhaust ducts size and length shall conform to Table M1502.4.4.1 with 4" minimum nominal diameter. M1503.3 Domestic cooking exhaust equipment shall discharge to the outdoors through a duct. The duct shall have a smooth interior surface, shall be airtight, shall be equipped with a back -draft damper and shall be independent of all other exhaust systems. M1507.4 Local exhaust shall be provided in each kitchen, bathroom, water closet laundry room, indoor swimmingpool, spa, and other rooms where water vapor or cooking odor is produced and have the p p p g minimum exhaust capacity of Table M1507.4 Kitchens 100 cfm intermittent or 25 cfm continuous Bathrooms -Toilet Rooms, laundry rooms, indoor swimming pools and spas: 50 cfm intermittent or 20 cfm continuous. WSEC Washington State Energy Code: Provide a minimum of 4 sq. in. fresh air intake in each habitable room, integrate into windows, or use Panasonic passive inlet vent #FVGKF325. M2005.1 Water heaters shall be installed in accordance with Chapter 5 of the Uniform Plumbing Code. Uniform Plumbing Code - Chapter 5 P507.2 In seismic design categories C,D,E and F, water heaters shall be anchored or strapped to resist horizontal displacement due to earthquake motion. Strapping shall be at points within the upper one- third and lower one-third of its vertical dimensions. At the lower point a distance of not less than 4 inches shall be maintained from the controls with the strapping. P507.4 Where a water heater is located in an attic, attic -ceiling assembly, floor -ceiling assembly or floor- subfloor assembly where damage results from a leaking water heater, a watertight pan of corrosion - resistant materials shall be installed beneath the water heater with not less than 3/4 of an inch diameter drain to an approved location. P507.5 Discharge from a relief valve into a water heater pan shall be prohibited. O O z Q � � N Q 3:o 00 w �0"� J [-- Q Q =� 00o z NO O M Mw RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C O a3 l0 � � O Q 00 M � Q 00 C) T--1 00 ,--1 N N z O N cv 2: O O 0 � 00 LU AOnO SCHEDULE ALL INSPECTIONS THROUGH MYBUILDINGPERMIT.COM 218th St SW N WATER METER -�. P R O P E R T Y L I N E 55.00' WM 1 i i I I I I l i i 1 I i t I )ATU PT + 100' TOP C F W.M. I 160SF E WM 11 1 I I I li I I II 1 j I I I I I II I I w I �I 11 1 a I II I I 'iLu li I 1 liw ----------------- I I U) I i I I 25' SETBACK LINE I LIJ 1 � I I I � I I i 1 I ii I I I ii EXISTING PORCH 1 I 1i 18) SF ' 1 I I 1 I u I I I 11 I I I II I I I I I I Nothing in the permit approval process shall be interpreted as allowing or permitting the maintenance of any currently existing illegal, nonconforming or unpermitted building, structure or site condition which is outside the scope of the permit application, regardless o of whether such building, structure or condition is oO shown on the site plan or drawing. Such building, structure or condition may be the subject of a separate w Z enforcement action. — J APPROVED BY PLANNING w IZ O Oct 31 2024 IZ ----RS-8 Zone -----= Corner Flag Setbacks: Required Actual Front '----------- ' ---------- Sides E= 7.5' ' 10.5' 1 � 15 75'10" Rear-----------�--------- Other ------ 24' 1414" Height Review for new addition only OWNER/CONTRACTOR IS RESPONSIBLE FOR EROSION CONTROL AND DRAINAGE OWNER/CONTRACTOR RESPONSIBLE FOR LOCATING ALL ON SITE UTILITIES. RELOCATION/REVISION TO ANY UTILITIES MAY REQUIRE A SEPERATE PERMIT. ENGINEERING DIVISION APPROVED AS NOTED MY [bi4a",&U 10/30/2024 VV SITE PLAN SCALE: 1/8" = V-011 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. I I 1 I I 1800SF EASMENT ON SF 8302 218th St SW I � I I I I I I I ' I I i O I � I C5 1 �! I I I I I I I I AD ON Z ex Aing pipe for PVC SRD 35 am on area out will need J be Iowithin ta I I I r I �I Y I YI ml w IJ zo W iol �I 1 ^I OI I I I I 3VX3' DRYWEEL � I I I � I I � � I ' I ' I DETACHED GARAGE 260 SF 1 ' I I I I I I I I I CARPORT i 240 Sr 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 I ' I i 1 ; I I I I ' I I 1 I II I i i I -------------IssFsanc,su�---------- --- I I � I I PROPERTY LINE 55.00' I =Am connection 4' deep. BASIN .3 CITYANFL7ERDARD SO(]C ALL DISTURBED SOILS SHALL BE COMPOST AMENDED PER CITY OF EDMONDS STANDARD DETAIL SD-642 OR APPROVED EQUAL. INSPECTION REQUIRED PRIOR TO BACK FILL SITE PLAN ADDRESS OF PROPERTY: 8302 218TH ST SW , EDMONDS, WA 98026-7857 OWNER: ANKLESARIA MIN00 SEC 30 TWP 27 RGE 04E 55FT OF E1 /2 W1 /2 NI/2 SW1 /4 SW1 /4 NE1 /4 EXC S 150FT THOF 8c EXC N 20FT TH OF ASSESOR PARCEL No: 27043000108300 1 /4"=1'-0" LOTCOVERAGE 1ST FLOOR — 936 SF PORCH=160SF DETACHED GARAGE =280 SF CARPORT 240 S1- ADDITION 280 SF EASEMENT 160 SF TOTAL COVERAGE = 2,056 SF 2, 056 SF / 8,250 SF = 24.9 � Q ` N C Ch M L U vL f Q Ln - cri LU 00 0 z NO N O raw RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C O w N Q ON � V Q 00 � � 00 � o N N z (V N0C O (=:)G M M LU AOn 1 Crawlspace access shall be installed. Verify location with inspector. � o CW, z z z w X LU FLOOR PLAN SCALE: 1/4" = V-011 12-15/ 16" 4'-91 /S" 4'-10" W2 12-1 13/16" 1i WINDOW BE ROOM 11'- " X 13'-61, i i 0 32' 2' 6" 4'-1011/16" 1 /3W ►1:Ui��►��/1►1�Z���i�l 1'-3 5/8" NEW I EXISTING D03 I I _ 1 �-2�� R R X 14141 Doz 100 CFM 50�FM EXHAUST FAN. / EXHAUI�. i BAI`TH J / 5'-4" % 5'-411 R k5if, R 12' EXI5TING SINGLE FAMILY HOME 31'-0" X 23'-0" LIVING AREA 1216 50 FT ----------------------------------------------- Interconnected Smoke Alarms Are A Requirement Of This Permit In Accordance With R314.2.2 -------------------------------------------- NEW MAIN FLOOR PLAN 1 /411:1'SCALE WINDOW SCHEDULE MARK SHEET FLOOR SIZE QTY WIDTH HEIGHT AREA TTLAREA ENERGY U-FACTOR SAFETY GLAZING NOTES TYPE LOCATION NOTES W1 AO.2 1 3104ODC 1 47 49 2303 2303 LOW E4 GLASS 0.25 SAFETY PER 308.4.2 DOUBLE CASEMENT BEDROOM W2 AO.2 1 4104ODC 11 59 49 2891 28911 LOW E4 GLASS 0.25 SAFETY PER 308.4.2 DOUBLE CASEMENT BEDROOM CABINET 56HEOULE NUMBER ILABEL 10TY IFLOOR INIOTH IDEPTH HEIGHT IDE56RIPTION ICODE IMANUFACTURER 1COMMENT5 C01 15B24R 11 11 12411 12411 136111 BA5E CABINET DOOR 56HEOULE NUMBER LABEL 0TY FLOOR 51ZE R/O DE5GRIPTION HEADER CODE MANUFACTURER COMMENTS 001 2368 1 1 2368 R IN 291/4"X821/2" HINGED -DOOR PO4 2"X6"X321/4" (2) 002 2668 2 1 2668 R IN 32"X621/2" HINGED -DOOR PO4 2"X6"X35" (2) 003 13066 1 11 13065 L EX I 38"X63" IEXT. HINGED -DOOR E10 2"X6"X41" (2) 004 1436b 1 11 1436b R IN 1531/4"X821/2" 5LIDER-DOOR PO4 2"XS"X561/4" 2 ELECTRICAL 56HEOULE 205YMBOL DE5CRIPTION COMMENTS d DUPLEX GRAN TEN05 Y ,C RECE55ED DONN LIGHT 6 $ 51NOLE POLE SNITCH AREA OF WORK 280 SF EXISTING MAIN FLOOR PLAN 1 /4":1'SCALE 12 12 CROSS SECTION 1/4" = 1'-0" ELEVATIONS AND DETAILS SCALE: 1/4" = V-011 CONSTRUCTION NOTES. 1.- ROOF CONSTRUCTION SHEAIING & NAILING PER STRUC. FRAMING PER STRUCTURAL WEATHER BARRIER ASPHALT SHINGLES TO MATCH EXISTING R60 BATT INSUL. GYP. BD. FINISH PVA PRIMER PAINT 2.- OUTER WALL CONSTRUCTION SIDING MATCH EXISTING HOMEWRAP SHEAIING AND NAILING PER STRUCTURAL 2X6 STUDS @16"O.C. W/R-20+5 OR 13+10 INSULATION 1/2" G.W.B. PVA PRIMER PAINT (ALL EXTERIOR WEATHER EXPOSED SURFACES SHALL HAVE WEATHER RESISTIVE BARRIER) (ALL EXTERIOR OPENINGS SHALL BE FLASHED IN A MNNER TO MAKE THEM WATERPROOF PER IRC 703.4) (EXTERIOR JOINTS AT OPENINGS SUCH AS DOORS, WINDOWS, BETWWEN WALLS AND FOUNDATION, BETWEEN WALL AND ROOF, SHALL BE SEALED, CAULKED, GASKEKED OR WEATHERSTRIPPED TO LIMIT AIR LEAKAGEPER WSEC 402.) (WINDOWS AND DOORS TO BE INSTALLED PER MANUFAFCTURERS SPECIFICATIONS) 3.- FLOOR CONSTRUCT10N FINISH PER PLAN SHEAIING & NAILING PER STRUCTURAL FLOOR JOIST PER STRUCTURAL GYP. BD. FINISH R-38 BATTINSUL -KRAFT PAPER WARM SIDE OVER UNHEATED SPACE 4.- CONCRETE STEMWALL 2X6 PRESSURE TREATED PLATE 5/8X10 ANCHOR BOLT WITH WASHER 3X3X1/4 AT 48"O.0 MAX 12"FROM CORNER REINFPORCED CONCRETE FOOTING PER STRUCT. DWGS. BELOW GRADE R-10 RIGID PERMITER INSULATION. 4"DIA. PERFORATED FOOTING DRAIN W/FILTER FABRIC SLEEVE IN GRANULAR FILL. Q � � N Q 3: O 00 w �0) I- Q Ln F-v 0 z NO N O C LU RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C O N O M � V Q Z UP) W T_1 00 T_ N N z N N0 C O Q 00 LU 00 A0n2 Table R406.2 ENERGY EQUALIZATION CREDITS Credits - System select ONE Description of Primary Heating Source system Type type For combustion heating equipment meeting minimum federal efficiency standards for the ❑ 1 equipment listed in Table C403.3.2(5) or C403.3.2(6) 0 For an initial heating system using a heat pump that meets federal standards for the equipment 2 listed in Table C403.3.2(2) and supplemental heating provided by electric resistance or a 1.5 ❑ combustion furnace meeting minimum standards listed in Table C403.3.2(5)b found in the 2021 WSEC- COMMERCIAL ENERGY CODE 3 For heating system based on electric resistance only (eitherforced air or Zonal) 0.5 ❑ For heating system using a heat pump that meets federal standards for the equipment listed in 4` Table C403.3.2(2) or C403.3.2(9) or Air to water heat pump units that are configured to provide 3.0 ❑ both heating and cooling and are rated in accordance with AHRI 5501590 For heating system based on electric resistance with: 1. Inverter -driven ductless mini -split heat pump system installed in the largest zone in the 5 dwelling, 2.0 or 2. With 2kW or less total installed heating capacity per dwelling [Op7tionsE,111�y Credit option Descriptions Credits - limited to one energy option from each Cate " Comments: 1.1 Efficient Building Envelope 0.5 ❑ 1.2 Efficient Building Envelope 1.0 1.3 Efficient Building Envelope 1.5 ❑ 1.4 Efficient Building Envelope El 2.5 ❑ 2.1 lAir Leakage Control and Efficient Ventilation 1.0 ❑ 2.2 Air Leakage Control and Efficient Ventilation 1.5 I] 2.3 Air Leakage Control and Efficient Ventilatio � 2.0 I] 3.1' High Efficiency HVAC 1.0 0 3.2' High Efficiency HVAC 0.5 ❑ 3.311-" High Efficiency HVAC 0.5 13 3.4" High Efficiency HVAC 1.5 ❑ 3.51 High Efficiency HVAC 1.5 ❑ 3.6' Hi Efficiency HVAC 1.0 0 3.71A` High Efficiency HVAC 2.0 ❑ 3.81' High Efficiency HVAC 1.0 ❑ 3.9 High Efficiency HVAC 1.5 C3 3.10r High Efficiency HVAC 2.5 ❑ 3.11° High Efficiency HVAC 0.5 ❑ 41 High Efficiency HVAC Distribution System 0.5 ❑ 5.1 Efficient Water Heating 0.5 ❑ 5.2 Efficient Water Heating 0.5 ❑ 5.3 Efficient Water Heating 0.5 ❑ 5.4 Efficient Water Heating 1.0 ❑ 5.5 Efficient Water Heating 1.5 ❑ 5.6 Efficient Water Heating 2.0 ❑ 5.7 Efficient Water Heating 2.5 ❑ 5.8 Efficient Water Heating 2.5 El 6.1 i<enewahle Electric Energy (4.5 credits max] 0.5-45 0.0 7.1 Appliance Package 0.5 ❑ ietalCredits = Calc lat=reu L *all Mounted 2-Zone System - 18,000 BTU Outdoor - 7k + 7k Indoor - 20.1 SEER Model: LP.,1U 130W..2-J,1N079HVT item Number: 57454 Heating equipment was installed under previous permit that expired. Equipment shall meet requirements of this permit and be inspected. EXISTING S. ELEVATION 1 /411:1'SCALE NEW S. ELEVATION 1 /411:1'SCALE 2ADE 2ADE EXISTING W. ELEVATION 1 /4":1'SCALE NEW W. ELEVATION 1 /411:1'SCALE O O z r-1 Q � � N Q 3: O W CT J [-- Q Q = 0>0 Q .--I z NO p M �w RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT c 0 N Q 0 �� N z N N ry- FLOOR PLAN ° 0O � SCALE: 1/4" = 1'-0" A0n3 /2" GWB. ?X4 WALL FRAMING @ 16" OR ?4" O.0 INTERIOR PARTITION WALLS STEP 1 STEP 2 INSTALL SILL APPLY CONTINOURS BEAD OF SEALANT FLASHING TO BACK OF SILL MOUNTING FLANGE. INSTALL WINDOW ACCORDING TO WINDOW MANUFACTURERS INSTRII(:TIONS STEP 3 STEP 4 INSTALL JAMB INSTALL HEAD FLASHING FLASHING SELF ADHESIVE WINDOW FLASHING SEQUENCE FOR FLANGED WINDOWS PVA PRIMER 1/2" GWB 2X6 S AT 16" O.C. R-20+5 or 13+10 INSUL. EXTERIOR SHEATING PER WEATHER BARRIER BEVELED SIDING TO MATCH EXISTING EXTERIOR WALL FINISH GRADE SLOPE TO DRAIN 1/ T of TREATED PLATE w ANCHOR BOLT Z FINISH GRADE SLOPE TO DRAIN 1/4" FT U �z CLASS 1 VAPOR RETARDED 10 MIL POLY LAP 6" UP WALL LAP JOINTS 6" AND TAPE Oo 4" DIA. PERF. FTG. DRAIN PIPE W/FILTER SOCK. 2" OF GRAVEL BELOW AND 6" OF GRAVEL ABOVE DRAIN PIPE 4" DIA. TIGHTLINE DRAIN FIR FRAMING DOWNSPOUTS 12 FLOOR FINISH FLOORING FLOORING PLYWOOD PER STRUCTURAL JOIST PER STRUCTURAL R-38 BATT INSUL 4 MIL POLY FLOOR DETAIL O O z � N Q 3: O W 0) I— a F-v 00o z NO O �rw RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C O_ l0 '— - N CD Q 00 O V Q (! _r_ _ 00 C) ,--I 000 ,--1 N N z O N N O p 00 00 LU AOmO4 ARCH. ARCHITECT BAL. BALANCE B. OR BOT. BOTTOM BTWN. BETWEEN BLDG. BUILDING BRG. BEARING C.I.P. CAST IN PLACE C.J. CONSTRUCTION JOINT CL CENTERLINE CLR. CLEAR CMU CONCRETE MASONRY UNIT COL. COLUMN CONC. CONCRETE C.S.J. CLOSURE STRIP JOINT EA. EACH E.E. EACH END E.F. EACH FACE E.J. EXPANSION JOINT EL. OR ELEV. ELEVATION EQ. EQUAL E.S. EACH SIDE E.W. EACH WAY F.O.C. FACE OF CONCRETE F.O.S. FACE OF STUD F.O.W. FACE OF WALL FTG. FOOTING GA. GAGE GALV. HOT DIP GALVANIZED G.W.B. GYPSUM WALL BOARD H. OR HORIZ. HORIZONTAL I.B.C. INTERNATIONAL BUILDING CODE I.C.C. INTERNATIONAL CODE COUNCIL I.F INSIDE FACE INC. INCLUDING K OR KIP (1000 POUNDS) L•W LONG WAY N.F. NEAR FACE N.T.S. NOT TO SCALE OC ON CENTER O.F. OUTSIDE FACE O.S. OUTSIDE O.T.O. OUT TO OUT PL PLATE REINF. REINFORCING REM. REMAINDER R.O. ROUGH OPENING SECT. SECTIONS SIM. SIMILAR S.J SHRINKAGE JOINT STL. STEEL SW SHEARWALL SYMM. SYMMETRICAL T. TOP T.O.B. TOP OF BEAM T.O.F. TOP OF FOOTING T.O.S. TOP OF STEEL T.O.S. TOP OF SLAB T.O.W. TOP OF WALL TYP. TYPICAL AT ALL SIMILAR PLACES U.N.O. UNLESS NOTED OTHERWISE V.E.F. VERTICAL EACH FACE VERT. VERTICAL V.F.F. VERTICAL FAR FACE VFY VERIFY V.I.F. VERTICAL INSIDE FACE V.N.F. VERTICAL NEAR FACE V.O.F. VERTICAL OUTSIDE FACE W.A.B.0. WASHINGTON ASSOC. OF BUILDING OFFICIALS W/ WITH W/O WITH OUT W.H.S. WELD HEAD STUD @AT AT 1. DESIGN CODE AND STANDARDS a. 2018 IRC b. OTHER DOCUMENTS REFERENCED BY THESE NOTES SHALL BE THE SPECIFIC EDITION REFERENCED BY THE BUILDING CODE SPECIFIED ABOVE, OR IF NOT SPECIFIED, SHALL BE THE LATEST EDITION. 3. OSHA STANDARDS THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL PROVISIONS OF THE CURRENT OSHA STANDARDS. THE GENERAL CONTRACTOR SHALL REVIEW THESE STRUCTURAL DRAWINGS FOR ANY NONCOMPLIANCE WITH OSHA STANDARDS, TAKING INTO ACCOUNT THE GENERAL CONTRACTOR'S MEANS AND METHODS. THE GENERAL CONTRACTOR SHALL INFORM ENW OF ANY NONCOMPLIANCE SO THE DRAWINGS MAY BE MODIFIED FOR COMPLIANCE PRIOR TO CONSTRUCTION. THE GENERAL CONTRACTOR IS TOTALLY RESPONSIBLE FOR MEANS AND METHODS AS WELL AS JOBSITE SAFETY ON THIS PROJECT. 4. FOUNDATION & SLABS THE FOUNDATION WAS DESIGNED FOR 2, 00 psf. ASSUMED. FOOTINGS AND SLABS SHALL BEAR SOLELY ON UNDISTURBED NATIVE SOILS AND BACKFILL TO BE 95% COMPACTED. ALL EXTEROR FOOTINGS TO BE FOUNDED 18" MIN. BELOW FINAL GRADE. FOR CANTILEVERED RETAINIG WALLS WITH ACTIVE BACKFILLUSE AN ACTIVE PRESSURE OF 35 PCF (USE NON -EXPANSIVE GRANULAR BACKFILL. 0 2. DESIGN LOADS a. RISK CATEGORY = II b. ROOF LIVE LOAD 25 PSF c. SNOW LOAD 25 psf GROUND 25 psf MINIMUM d. FLOOR LIVE LOAD 40 PSF RESIDENTIAL e. LIVE LOAD AT BALCONIES, DECKS AND ROOF DECKS f. SEISMIC -SEE STRUCTURAL CALCS. g. WIND LOAD -SEE STRUCTURA CALCS. 1.5x(40psf) =60 PSF 5. CONCRETE a. F'c=3000 PSI. @ 28 DAYS 5 SACKS MINIMUM CEMENT PER CUBIC YARD FOR ALL CONCRETE SLABS. CONTRATOR MAY PROVIDE DESIGN MIX TO MEET THE MINIMUM REQUIREMENTS b. USE TYPE 1/II CEMENT. FOR SPECIAL CONDITIONS ANOTHER TYPE CEMENT MAY BE REQUIRED. SUBMIT FOR APPROVAL. c. MIXING AND PLACING OF ALL CONCRETE AND SELECTION OF MATERIALS SHALL BE IN ACCORDANCE WITH THE ACI CODE 318. PROPORTIONING OF AGGREGATE TO CEMENT SHALL BE SUCH AS TO PRODUCE A DENSE WORKABLE MIX WITH 4" MAXIMUM SLUMP (UNLESS SUPERPLASTICIZERS ARE USED) WHICH CAN BE PLACED WITHOUT SEGREGATION OR EXCESS FREE SURFACE WATER. d. FOR ADMIXTURES, SEE SPECIFICATIONS. e. 3/4" CHAMFER ALL EXPOSED EDGES, UNLESS INDICATED OTHERWISE ON ARCHITECTURAL DRAWINGS. 6. REINFORCING STEEL a. ALL CONCRETE REINFORCING STEEL SHALL BE DEFORMED PER ASTM A615, GRADE 60 (fy=60,000 psi) b. WELDED WIRE FABRIC (WWF) TO CONFORM WITH ASTM A185. c. LAP CONTINUOUS REINFORCING BARS 44 BAR DIAMETERS, 1'-10" MINIMUM UNLESS NOTED OTHERWISE. CORNER BARS (1'-10" BEND) TO BE PROVIDED FOR ALL HORIZONTAL REINFORCEMENT. d. DETAIL STEEL IN ACCORDANCE WITH "ACI MANUAL OF STANDARD PRACTICE OF DETAILING REINFORCED CONCRETE STRUCTURES". REINFORCING HOOKS TO COMPLY WITH STANDARD ACI HOOKS. e. COVER TO MAIN REINFORCEMENT TO BE: i. BOTTOM OF FOOTINGS = 3 INCHES ii. FORMED SURFACES WEATHER & EARTH FACE = 1-1/2 INCHES iii. FORMED SURFACES INTERIOR FACE = 3/4 INCHES 7. REINFORCING STEEL WELDING a. USE ASTM A706 GRADE 60 (fy = 60,000 psi) FOR ANY REINFORCING THAT IS TO BE WELDED. SUBMIT MILL CERTIFICATES. b. FOLLOW PROCEDURES OF ANSI/AWS D1.4-92, "STRUCTURAL WELDING CODE REINFORCING STEEL". c. USE CERTIFIED WELDERS. d. PROVIDE SPECIAL INSPECTION PER CODE. 8. FRAMING LUMBER a. GRADES AND STRESSES SHALL CONFORM WITH THE LATEST EDITION OF 'WESTER LUMBER GRADING RULES", WWPA OR "STANDARD NO. 17 GRADING RULES FOR WEST COAST LUMBER'; WCLIB. ALL LUMBER S4S AND S-DRY UNLESS NOTED OTHERWISE. b. EACH PIECE SHALL BEAR A VALID GRADE STAMP THAT IS NOT TO BE REMOVED. BOLT HEADS AND NUTS BEARING AGAINST WOOD SHALL HAVE A STANDARD CUT WASHER. ALL WOOD IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESERVATIVE TREATED. USE STANDARD LENGTH COMMON NAILS FOR ALL NAILING EXCEPT WHERE SHORTER NAILS PROVIDE THE REQUIRED PENETRATION IN DIAPHRAGMS. 9. GLU -LAMINATED WOOD MEMBERS a. GLUM -LAMINATED WOOD BEAMS, COAST REGION DOUGLAS FIR CONFORMING WITH ANSI/AITC A190.1-07 AND AITC 117-10 OF APA-EWS Y117. USE COMBINATION EWS 24V4(DF/DF) Fb=240OPS1, Fvx=190 PSI, FOR SIMPLE SPAN BEAMS AND COMBOINATION EWS 24V8 (DF/DF) Fb=240OPS1, Fvx=190PS1 FOR CANTILEVERED BEAMS. ADHEASIVE TO BE 'WET USE". ALL MEMBERS TO FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED 10. MANUFACTURED WOOD BEAMS a. MANUFACTURED BY WYWERHAUSER IN ACCORDANCE WITH VAR-1008 & ESR 1387. MATERIALS TO COMPLY WITH ICC ES REPORT N01. ESR-1387. MICROLAM LVL 2.0E Fb=2750PSI, TIMBERSTRAND LSL 1.3e Fb=1700, PAPRALAM PSL 2.Oe Fb=2900. MEMBERS TO BE MANUFACTURED FREE OF FINGER JOINTS, SCAFS OR MECHANICAL CONNECTIONS. ADHESIVES TO BE WATERPROOF TYPE CONFORMING TO ASTM D-2559. MANUFACTURED IN AN APPRVED PLANT AND IDNETIFIED BY A STAMP INDICATING THE PRODUCT TYPE & GRADE, NER REPORT NUMBER, MANUFACTURORS NAME, PLANT NUMBER AND INDEPENDENT INSPECTION AGENCY'S LOGO. ALL MEMBERS TO FIT SNUG AND TIGHT IN THEIR CONNECTIONS AND DEVELOP FULL BEARING AS INDICATED. 11. WOOD TRUSSES a. DESIGN FOR GRAVITY AND WIND UPLIFT LOADS SHOWN ON PLANS. ACCOUNT FOR HORIZONTAL WIND OR SEISMIC REACTIONS FROM WALLS TO TRUSS CHORDS INDICATED ON DRAWINGS. VERIFY SIZE AND LOCATION OF ALL LOADS DUE TO LOADS. b. PLATE MANUFACTURER SHALL BE A MEMBER OF THE TRUSS PLATE INSTITUTE. c. SHOP DRAWINGS TO BE STAMPED BY ONE ENGINEER LICENSED IN THE STAE IN WHICH THE PROJECT IS LOCATED 12. WOOD STRUCTURAL PANELS a. COMFORM WITH THE U.S. DEPARTMENT OF COMMERCE VOLUNTARY PRODUCT STANDARDS. PS1-09, STRUCTURAL PLYWOOD OR PS2-10 PERFORMANCE STANDARD FOR WOOD BASED STRUCTURAL USE PANELS. ALL PANELS RATED EXPOSURE 1. b. ROOF SHEATHING - �/"CDX 24/0. UNO ON PLANS NAIL WITH 8D COMMON WITH 1 1/" PENETRATION. c. WALL SHEATHING -1/ CDX 24/0. UNO ON PLANS NAIL WITH 8D COMMON WITH 1 y" PENETRATION. d. FLOOR SHEATHING - 3/T&G. GLUE & NAIL WITH 8D COMMON WITH 1 �/" PENETRATION. 13. 14. SPECIAL INSPECTIONS a. INSPECTIONS ARE TO BE PER THE CODE INDICATED ABOVE AND ARE TO BE BY AN INDEPENDENT TESTING LAB APPROVED PRIOR TO STARTING CONSTRUCTION BY THE BUILDING DEPT. AND THE ARCHITECT. INSPECT ALL SHOP WELDING UNLESS THE SHOP IS CERTIFIED BY THE LOCAL BUILDING DEPARTMENT. b. FOUNDATION: i. SOILS ENGINEER TO INSPECT PILE INSTALLATION. c. CONCRETE: i. TAKE CONCRETE CYLINDERS AS REQUIRED, VERIFY SLUMP AND STRENGTH. SPECIAL INSPECTION IS REQUIRED DURING THE TAKING OF TEST SPECIMENS AND PLACING OF ALL REINFORCED CONCRETE. d. REINFORCING: i. VERIFY ALL REINFORCING IS PLACED IN ACCORDANCE WITH THESE DRAWINGS. CHECK FOR REQUIRED COVER, SIZE, SPACING, LAP AND GRADE. SPECIAL INSPECTION IS REQUIRED DURING THE PLACING OF REINFORCING STEEL. e. WELDING: i. SPECIAL INSPECTION IS REQUIRED DURING ALL STRUCTURAL WELDING. INSPECT ALL FIELD WELDING - VERIFY CERTIFICATION OF WELDERS. CONTRACTOR SHALL PAY FOR REWELDING AND REINSPECTION OF ALL WELDS NOT MEETING SPECS. INSPECTOR SHALL NOTIFY STRUCTURAL ENGINEER OF WELDS NOT MEETING SPECS. f. CONC. & MASONRY EXPANSION ANCHORS i. COPY OF ICC REPORT FOR ANCHORS USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS IN ACCORDANCE WITH REPORT. g. CONC. & MASONRY ADHESIVE ANCHORS i. COPY OF ICC REPORT FOR ANCHORS AND ADHEASIVE USED MUST BE AVAILABLE AT JOB SITE. VERIFY ANCHORS IN ACCORDANCE WITH REPORT. ii. VERIFY INSTALLERS ARE CERTIFIED FOR HORIZONTAL AND OVERHEAD INSTALLATIONS. a. . 15. SHOP DRAWINGS a. SUBMIT 4 SETS OF PRINTS (U.N.O. BY ARCHITECT) OR ELECTRONIC PDF FILES, OF SHOP DRAWINGS TO ENGINEER FOR REVIEW AFTER CONTRACTOR HAS REVIEWED & STAMPED FOR COMPLIANCE AND PRIOR TO FABRICATION FOR: i. STRUCTURAL STEEL, MISCELLANEOUS STEEL ii. REINFORCING STEEL. iii. WHEN SHOP DRAWING SUPPLIER MAKES A CHANGE FROM THESE DRAWINGS IT IS TO BE CLEARLY FLAGGED AND CLOUDED. CHANGES NOT FLAGGED AND CLOUDED ARE TO BE CONSIDERED AS UNACCEPTABLE EVEN WITHOUT BEING COMMENTED ON IN THE SHOP DRAWING REVIEW PROCESS. THE SUPPLIER OF THE ITEM CONTAINING THE CHANGE SHALL BE RESPONSIBLE FOR CHANGING THE ITEM BACK TO AGREE WITH THESE DRAWINGS. iv. SHOP DRAWINGS ARE AN ERECTION AID, AND STRUCTURAL DRAWINGS SHALL TAKE PRECEDENT OVER THE SHOP DRAWINGS. 16. SPECIAL CONDITIONS a. CONTRACTOR SHALL PROVIDE ADEQUATE SHORING AND BRACING OF ALL STRUCTURAL MEMBERS DURING CONSTRUCTION. b. CONTRACTOR SHALL NOTIFY ENGINEER OF ALL FIELD CHANGES PRIOR TO INSTALLATION. c. SEISMIC BRACING AND ANCHORAGE OF MECHANICAL OR ELECTRICAL EQUIOMENT AND OTHER MECHANICAL PIPING, FIXTURES, ETC NOT SPECIFICALLY SHOWN ON THE STRUCTURAL, MECHANICAL OR ELECTRICAL DRAWINGS SHALL BE DESIGNED BY A REGISTERENGINER IN THE STATE OF THE PROJECT. 17. STRUCTURAL DRAWINGS a. STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH ARCHITECTURAL DRAWINGS AND ALL OTHER CONTRACT DOCUMENTS FOR BIDDING AND CONSTRUCTION. b. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS FOR COMPATIBILITY AND SHALL NOTIFY ARCHITECT OF ALL DISCREPANCIES PRIOR TO BID AND CONSTRUCTION c. IT IS THE CONTRACTORS RESPONSIBILITY TO COORDINATE BUILDING LAYOUT DIMENSIONS AMONG ALL TRADES INCLUDING SHOP FABRICATED ITEMS. RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C O ._ O � � N O Q O V Q (1 00 C) ,--I 000 ,� N N z O N N O O 00 LU 00 LU Somo 17" X 8" FOUNDATION 4 VENTS NET FREE AREA = 51 SI LOCATE AS SHOWN (NV) CRAWL SPACE REQUIRED VENTING 404 SF 404/300= 1.34 SF x 144= 193 SI 17"x8" FOUNDATION VENT NET FREE AREA = 51 SI 4 VENTS = 204 SI PROVIDED CRAWL SPACE ACCESS 18"X24"WIDE M I N 10 MIL B LACK O LY LAP ALL JOIN AND EXTEND UP STEM ALLS r------ N--- -------- I I I N 2'-6" 11X2 2 32' 4'-10 11/16" SPACE A IQr W I --- I YV-�I TiHC (: 3 DOWEL NEW STEIN WALL TO EXISTING STEM WALL W/ 2 1L A1t-% \/ nI f%11 DRILL EMBED 611 USE I —MP SON SE ---- ---- -------- I I I I I I I I I I 1 , 1 1 - I I I I I 12 1 1 1 1 1 I i I I S210 S210 I I I I I I I I I I I I I m I i I l i l I I I I I I I I I 1 I I C I I 1 I I I I I I I I I N V I I I l i l I DOWEL NEW STEM WALL TO EXISTING STEM WALL W/ 2 #4'S X 2'-0" DRILL EMBED 6" USE SIMPSON SETXP EPDXY 3/4 PLYWOC NAILS @ 611 c 12" O.C. FIEL FLOOR PLAN SCALE: 1/4" = 1'-0" I I I L- - - - - - - - - - - - - - - - - - - - - - - - -------------1 1 L---------------------� 11 - - - - - - - - - - - - - - - - - - - - - - - - --1 - - - - - - - - - - - - - - -------------------- -------------------------------------------- I 1 )C'4 FOUNDATION PLAN 1 /4" = 1'-0" 1 2 3 J-1 2x10 @16" IUS HANGER XP EPDXY ------------ A TYPICAL FOOT -IN � �- - - - - - - - - - - - - - II I I -------------- *B 1 2 3 H-2= 2 - 2X6 DF#2 ROOF FRAMING PLAN 1 /4" = 1'-0" RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT C 0 '- '— � N CD Q m � V Q 00 Ln ,--q 00 ,� 0 N N z 0 N N 0 O 00 00 LU ADD 2X4 FRAMING TO RAFTERS NEW B AM LU24 HGR X CLG JOIST TIE RAFTER TO RAFTER W/ H2.5A (:DNE W BEAM SCALE:N/A EX. RAFTER COLLAR TIE FRAMING NEW FRAMING FRAMING UT EX, RAFTER EXTENSION N'**��i EXISTING WALL 3 NEW TRUSSES AT EAVE SCALE:N/A PER \RWALL SCHEDULE FRAMING W/ IUS HGR TEM WALL & FTG FLOOR DETAIL SCALE:N/A ROOF AT EAVE SCALE: N/A FLOOR DETAIL SCALE: N/A TREATED PLATE WL-` 5/8" A.B. @ 48" O.C. EMBED 7" MIN. SEE SHEARWALL _ SCHEDULE > 4 4 D � Q 0 0 FOOTING DETAIL SCALE: N/A JAIL PER 3HEARWALL SCHEDULE DGE NAIL PER HEARWALL SCHEDULE NAIL PER SHEARWALL SCHEDULE 6" CAST IN PLACE CONC. W/ #4 @ 18" O.C. J EACH WAY 2 #4 TOP AND BOTTOM FINISH GRADE SLOPE TO DRAIN 1." FT 4" DIA. TIGHTLINE DRAIN FROM DOWN SPOUTS 4" DIA. PERF. FTG. DRAIN PIPE W/ FILTER SOCK. 2" OF GRAVEL BELOW AND 6" OF GRAVEL ABOVE RESUB Oct 25 2024 CITY OF EDMONDS DEVELOPMENT SERVICES DEPARTMENT Z3 _ '- N CD Q 00 O n / ) 4-1 M V / r_l 00 rl N N z O (V N C O 00 00 LU S2mlO