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GRIVB^lAY NITS I Y I O PROJECTRIP DESCRIPTION Q 1 ( sTGRPGE m I ✓' TO Fe-AN PROPOSED MINOR INTERIOR PARTITION WALL W ALTERATION AND GARAGE CONVERSION TO ADULT FAMILY HOME I OWNER O NBNDEf,K WILLIAMSON RICHARD J 6 WENDY J Q 112 W MARION ST 0 a� I (FJ3.5' ARLINSTON,WA - 015225 Q 0 I PCIRCH SITE ADDRE55 O X sNBNwwi � O I , 0 O M4X GFE I sr E n 112 W MARION ST ry 1:12 jn I j�'��i+'l11l ARLINGTON, WA - cI5225 + 'n JI h�ldlli Q �V a I o PARCEL I D # w I O 00560500001204 _ O I Em5TINY GGr_. I Ip LOT COVERAGE _ ' Y (E)HOUSE + LOT AREA 11,761.20 S.F. 1 w EXISTING BLDG.AREA 3,153.75 S.F. I 1 EXISTING COVERED PORCH 22.00 S.F. (FJ4.0' EXISTING UNCOVERED DECK 205.20 S.F. _ I EXISTING DETACFED STORAGE 150.50 S.F. L.L NEW RAMP _ 138_17 S.F. Z Q TOTAL AREA 3.38095 S.F. O Q 3380.95 1 11761.20 = 28.7% W N I I w I ROOF IMPERVIOUS AREA W O fWW lON4Y I 1 I BLDG F INT LOT AREA= 11,761.20 S.F. L I EXISTING HOUSE BLDG.+ROOF EAVES 3,573.00 S.F. Z O �-— ' _ EXISTING STO. BLDG.+ROOF EAVES 236.00 S.F. O w _ — I±1�1P i U p EXISTING DRIVEWAY 2,656.85 S.F. V EXISTING WALK-WAY 439.00 S.F. W W F� (FJF vwN (E)II.S' EXISTING DECK 164.00 S.F. Ur = ro W NEW RAMP 129.42 S.F. NTOTAL 7,198.27 S.F. . - +-84.00 7198.27 I 11761.20 = 61.2% t O a O S I T E PLAN SCALE : 1" = 20.00' O 10 20 40 ��r' �' AO OFFICE COPY Inspection Information Permit#: 4381 Permit Date: 01/25/2022 Inspection Date: 06/07/2022 Permit Type: Inspection Type: Residential Addition Requested By: Contact Info: 4259182045 Scheduled Date: 06/08/2022 Scheduled Time: 00:00 Completed Dat Descrip ' : FInal � Inspection tatu • Assigned Assigned To: SafeBuilt Time In: 00:00 Time Out: 00:00 Hours: 0.75 Inspection Items Final Footing Foundation Framing 04/19/2022 BUILDING Pass Insulation Mechanical Plumbing 04/19/2022 BUILDING Pass Shearwall Underfloor Property Information Parcel#: 00560500001204 HOWARD ODDA OHAWA & WILLIAMSON RICHARD J &WENDY J HOWARD ODDA OHAWA & WILLIAMSON 206 S DUNHAM AVE RICHARD J & WENDY J RESIDENTIAL BUILDING PERMIT APPLICATION Community and Economic Development City of Arlington•18204 59th Ave ICE•Arlington,WA 98223 • Phone (360)403-3551 The following information is required for Residential: Single Family,Duplex, Townhomes,Additions,and Accessory Structure Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents. Incomplete applications will not be accepted. SUBMIT ELECTRONIC FILES AND THE NUMBER COPIES REQUIRED FOR EACH OF THE FOLLOWING: EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. QTY REQUIRED DOCUMENTS 1 City of Arlington Residential Permit Application 1 City of Arlington Residential Submittal Requirements Form 1 Residential Building Design Requirements 2 Site Plan 2 Architectural Plans ❑ 2 Structural Plans ❑ 2 Structural Calculations ❑ 1 Project Specification Manuals (if applicable) ❑ 1 WSEC Compliance Forms lift, //�vae»FrevGodeS cony/ ❑ 1 Special Inspection and Testing Agreement ❑ 1 Deferred Submittal Request ❑ 1 USB Flash Drive or email a link to c•ed@arlingtouwa,gov 1. Architectural and Structural Plans shall be bound separately and rolled together with the Site Plan in complete sets. 2. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 3. The City of Arlington does not review or inspect electrical systems.Contact Labor and Industries at lni.wa.gov or 360-416-3000. Contact the Permit Center to verify if an intake appointment is required. City of Arlington Permit Center at(360) 403 3551 or by email to . d0arlingtonwa gov. [;J [acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Rereived JAN 2 5 2022 g(.b-yssl RE IDENTIAL BUILDING PERMIT APPLI ATION Type of Permit: [)Single-family ❑ Duplex ❑Townhouse [2 Addition ❑Accessory Structure IBC Construction Type: V-B IBC Occupancy Type: R-3 Building Square Footage: 2579 Ntmnber of Stories: 1 Square Footage Per Floor: B: 1st:2579 2„d: '�Id: Garage: 575 Property Address: 112 w marion st arlington wa 98223 Project Valuation: 15,000.00 _ _ Lot#: Parcel ID No.: 00560500001204 Preferred Contact: 0 Owner 0 Contractor Revised Bathroom, convert den to bedroom, add ramp, add railguard at rear existing Project Description: deck. Owner Name: HOWARD ODDA OHAWA Home No.: 2537667420 Email Address: oddaohawa@yahoo.corn Cell No.: 2537667420 Making Address: City: State: Zip: 112 w marion st arlington wa 98223 _ Contractor Name: MAG CONSTRUCTON LLC Office No.: 4259182045 Email Address: magconstruction94@gmail.com Cell No.: 4259182045 Mailing Address: 4803 200TH ST SW APT City. LYN N WOOD State: WA Zip: 98036 L&I Contractor License Number: CC MAGCOCL847CA Expiration Date: 2/4/2022 A. THE CITY OF ARLINGTON CURRENTLY ENFORCES THE FOLLOWING: ltttc►•iaati olla 142�� 1. 2018 International Building Code (IBC) 2. 2018 International Residential Code(IRC) 3. 2018 International Mechanical Code (IMC) 4. 2018 Intenlational Fuel Gas Code(IFGQ 5. 2018 International Fire Code(IFC) 6. 2018 Uniform Plumbing Code (UPC) 7. 2018 International Property Maintenance Code(IPMC) 8. 2018 International Existing Property Code (IEBC) 9. 2018 Washington State Energy Code (WSEC) 10. 2017 Accessible&Usable Buildings and Facilities(ICC/A117.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code S. WAC 51-56& 51.57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation REV 10/2021 Paget of6 RESIDENTIAL BUILDING PERMIT APPLICATION B. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: Exposure C-Ultimate Design-98 miles per hour Exposure C-Nominal Design- 72 miles per hour Ground Snow Load: 2 5 pounds per square foot Dead Snow Load: 10 pounds per square foot Seismic Zone: D1 Climate Zone: 4-C Rainfall: 2 inches per hoar for roof drainage design. Frost Line Depth: 12 inches minimum for decks and porches Soil Bearing Capacity: 1,500 psf.unless a Geo-Technical Report is provided (IBC Table 1804.2 &IRC R401.4.1) C. DEFERRED SUBMITTALS If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals require separate applications,plans and plan review. 1. Mechanical Plans (if not included in tlne plan set) 2. Plumbing Plans(if not included in the playa set) 3. Fire Sprinkler D. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Firm is required to perform special inspections for the following type of work *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. ❑ Reinforced Concrete ❑ Structural Steel and Welding ❑ Bolting in Concrete ❑ Highn-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ Shotcrete ❑ Snioke-Control Systems ❑ Structural Masonry ❑ Other-Specify: MECHANICAL INFORMATION I Type of Permit: ❑ New Installation ❑ Addition/Alteration/Replaced ❑ Gas Piping Contractor Name: Office No.: I Email Address: Cell No.: Mailing Address: City: State: Zip: I L&I Contractor License Number: Expiration Date: • New gas piping requires a pressure test hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper Combustion air and venting required for all appliances • A shut-off valve is required within 6 feet of all appliances REV 10/2021 Page of RESIDENTIAL BUILDING PERMIT APPLICATION MECHANICAL PERMIT FEES er unit T e of Fixture No.of Units Cost per Unit Subtotal Additional Plan Review fees _ x $75.00 = Air Cond.Unit S100Btu x $15.00 = Air Cond.Unit>100Btu h x $25.00 = Air Cond.Unit>500Btu x $50.00 = Air Handling Units x $15.00 = Base Mechanical Fee $25.00 $25.00 Boiler<100Btu 1>3h x $15.00 = Boiler>1 million BtuAi<50hp x $25.00 = Boiler>1.5 million Btu/h<50hp x $50.00 = Boiler>100Btu 13-15h x $15.00 _ Boiler>500Btu i 15-30hp x $25.00 = Commercial Hoods-7ype I II x $25 50 = Diffusers x $15.00 D er Ducting x $15.00 _ Ductwork(drawings required) x $25.00 = Evaporative Coolers x $15.00 = Exhaust/Ventilation Fans x $15.00 = Fire lace Insert Stove x $15.00 = ForcedAir Heat_<100 Btu li x $15.00 = _ Forced Air Heat>100 Btu h x $25.00 = Gas Clothes Dryer x $15.00 = Gas Fired AC<_100 Btu Ai x $15.00 _ Gas Fired AC>100 Btu h x $25.00 = Gas Fired AC> 500 Btu Ai x $50.00 = Gas Pi in 5 5 units x $15.00 = Gas Piping> 5 units(plus<5 mits x $ 2.00 = Heat Exchangers x $15.00 = Heat Pump-Condensing Unit x $25.00 = Hot Water Heat Coils x $15.00 = Miscellaneous Appliance-regulated by u $15.00 mechanical code,not otherwise specified x = Pkg.Units<_100btu >100btu x $25 50 = Ra a Cook To Gas Fired x $15.00 _ Refrigeration Unit 5100Bttt t x � $15.00 Refrigeration Unit>100Btu x $25.00 = Refrigeration.Unit>500Btu h x $50.00 = Re-inspection fee all x $75.00 = Residential Range Hood x $15.00 = Unit Heaters 15 100 Btu h x $15.00 = i Unit Heaters>100 Btu _ x $25.00 = VAV Boxes(Variable Air Voliune,part of air x $10.00 conditioning stem = Wall Heaters-Gas Fired x $25.00 = Water Heater- Gas Fired I x $25.00 = Permit Fee Inspection Fee $75.00 Processing/Technology Processing/Technology Fee $25.00 Total REV 10/2021 Page 4 of RESIDENTIAL BUILDING PERMIT APPLICATION Gas Piping Information ❑ Not Applicable ❑CS5'1' ❑ Brass ❑ Other Proposed Piping Material: ❑ Galwmized ❑ Black Steel Steel Proposed Piping Size: ❑ 1/2" ❑ s/B" ❑ 3/4" ❑ 1" ❑ 11/z" ❑ 2" Distance from Meter to furthest Appliance: Total BTU's of all Appliances: PLUMBING INFORMATION Type of Permit: ❑ New Installation ❑ Addition/Alteration/Repair Contractor Name: TBD Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&.I Contractor License Number: Expiration Date: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves(PRV) • Cross-Connection-Control may be required Proposed Interior Water Piping Size: ❑ 1/z" ❑ s/$" ❑ 3/4" ❑ 1" ❑ ❑ Proposed Interior Piping Material: ❑CPVC Brass M-AL-11EX ❑Copper ❑ PEX ❑ Galvanized Steel ❑ Other Proposed Exterior Water Piping Size: ❑ 1/2" ❑s/$" ❑ 2/4" ❑ 1" ❑ 11/i" ❑ 2" ❑PVC ❑ Copper ❑ PEX-AL-Pa ❑ PEX-AL-PE Proposed Exterior Piping Material: ❑ PE ❑ PEX ❑ Other Proposed Drain-Waste-Vent(DWV) ❑ Schedtde 40 ABS DWV ❑ Copper ❑ Galvanized Steel ❑ Cast Iron Material: ❑ Schedule 40 PVC DWV ❑ Brass ❑ Other Proposed Drain-Waste-Vent(DWV)Piping Size: ❑ 1�.� ❑ s/s" ❑ 3/a" ❑ 1" ❑ 11/z" ❑ 2" ❑ 3" 04" REV 10/2021 Page 5 of RESIDENTIAL BUILDING PERMIT APPLICATION PLUMBING PERMIT FEES(per fixture Type of Fixture No. of Fixtures Cost per Fixture _ _ Subtotal Additional Plan Review fees _ x $75.00 = Alteration/repair piping 3 eJ x $15.00 = 5 ^; BackflowAssemb!y x $25.00 = Base Plumbing Fee $25.00 $25.00 Bath/Shower Combo x $15.00 = Building Main Waste x $25.00 = Clothes Washer x $15.00 = Dishwasher x $15.00 = Drinking Fountain x $15.00 = Floor Drains _ x 1 $15.00 _ Grease Interceptor x $75.00 Grease Trap x $25.00 = Hose Bibb x $15.00 Icemaker/Refrigerator x $15.00 = Irrigation-per meter x $25.00 = Kitchen Sink&Disp2sal x 1 $15.00 = Latin dry Tray x $15.00 = Lavatory x $15.00 = Med Gas Piping 15 5 inlets/outlets x $60.00 = Med Gas Piping> 5 inlets/outlets (plus<- 5 x $ 5.00 = inlets/outlets) Miscellaneous- regulated by plumbing x $15.00 = code,not otherwise specified Pretreatment Interceptor x $15.00 = Re-inspection Fee (all) x $75.00 Roof Drains x $15.00 = Shower(only) x $15.00 = Sink bar,service,etc. x $15.00 = Toilets x 1 $ 15.00 = Urinal x $15.00 = Vacuum Breakers x $25.00 = Water Heater x $25.00 = Water Heater- Tankless x $25.00 = Permit Fee Inspection Fee $75.00 Processing/Technology Fee $25.00 Total 170 I hereby certify that I am the ❑Owner ❑Architect ❑ Engineer ❑Contractor and authorized to sign this application and that the above information is correct and construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,riles and regulation of the State of Washington,and Pie,city Gi ii I i 11 Limn. � Signature Print Name Date REV 10/2021 Page 6 of e RESIDENTIAL BUILDING DESIGN REQUIREMENTS Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 •Phone(360)403-3551 THIS BROCHURE IS INTENDED TO PROVIDE DETAILED INFORMATION REGARDING PLAN PREPARATION FOR RESIDENTIAL BUILDINGS BUT MAY NOT BE ALL EMCOMPASSING. 1. Check each box to designate that the information has been provided. 2. Please submit this checklist as part of your submittal documents. A. ❑ THE CITY OF ARLINGTON CURRENTLY ENFORCES THE FOLLOWING: Al. ❑ International Codes 1. 2018 International Building Code(IBC) 2. 2018 International Residential Code(IRC) 3. 2018 International Mechanical Code (IMC) 4. 2018 International Fuel Gas Code(IFGC) 5. 2018 International Fire Code(IFC) 6. 2018 Uniform Plumbing Code(UPC) 7. 2018 International Property Maintenance Code(IPMC) 8. 2018 International Existing Property Code(IEBC) 9. 2018 Washington State Energy Code(WSEC) 10. 2017 Accessible&Usable Buildings and Facilities(ICC/A117.1) A2. ❑ Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation B. ❑ STRUCTURAL REQUIREMENTS Design Wind Speed: Exposure C-Ultimate Design-98 miles per hour Exposure C-Nominal Design-72 miles per hour Ground Snow Load: 25 pounds per square foot Dead Snow Load: 10 pounds per square foot Seismic Zone: D1 Climate Zone: 4-C Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches minimum for decks and porches Soil Bearing 1,500 psf.unless a Geo-Technical Report is provided.(IBC Table 1804.2&IRC Capacity: R401.4.1) B1. ❑ Structural Notes 1. Specify all design load values,including dead,live snow,wind,lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength,concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol(strength)of all GLU-LAM beams. 5. Specify all metal connectors,including joist hangers,clips,post caps,post bases,etc. 6. Provide details showing the complete load path transfer at roof perimeter,interior shear walls, cantilevered floors,off-set shear walls and ceiling diaphragm to shear walls(if used). 7. Provide a shear wall schedule noting nail spacing,blocking,bolts,top and bottom plat nailing. 8. Locate all hold down straps on the drawings. B2. ❑ Structural Calculations 1. Structural calculations shall be prepared by an engineer or architect registered wjth tfi �Wi of 0CWashington. (Not required if using Prescriptive Desi Approach fro tile IRC/13 JAN 2 5 2022 Pb,y38i RESIDENTIAL BUILDING DESIGN REQUIREMENTS C. ❑ PLAN DIMENSIONS AND DETAIL 1. Minimum plan size is 18"x 24"and maximum plan size is 30"x 42". 2. Plans shall be on standard drafting paper. 3. All Plan Sheets shall be the same size and sequentially labeled. 4. Plans are required to be legible with scaled dimensions,indelible ink,blue line,or other professional media. 5. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. D. ❑ SITE PLAN-REQUIRED WITH ALL SUBMITTALS-May be included with the Architectural Drawing Cover Sheet 1. Drawing shall be prepared at scale,not to exceed 1"= 20 foot. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners or two identifiable locations for irregular plan shapes. 5. Show building setbacks,easements,and street access locations, 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five(5) feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer,gas and electrical. 10. Show existing structures to remain on site. 11. Flood hazard areas,floodways,and design flood elevations as applicable. E. ❑ ARCHITECTURAL DRAWINGS E1. ❑ Cover Sheet 1. Building Information a. Specify model code information b. Construction Type c. Number of stories and total height in feet. d. Building square footage (per floor and total) e. IBC Occupancy Type f. List work to be performed under this permit 2. Design Team Information a. Design Professional in Responsible Charge b. Architects c. Structural Engineers d. Owner e. Developer f. Any other Design Team Members E2. ❑ Foundation Plan 1. Show north direction 2. Indicate front street(and side street if corner lot). 3. Show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions;include maximum wall heights and all connections. 7. Provide the location and size of all beams,posts,interior footings,and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step-down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts,location,and type of hold down fasteners to the foundation. 10. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size,spacing,direction,support,connections,and blocking. 14. Show all floor insulation. Page 2 of 4 RESIDENIAL BULDING DESIGN REQUIREMENTS REV12/2021 RESIDENTIAL BUILDING DESIGN REQUIREMENTS 15. Label any space within the foundation(i.e.,basement,garage,storage room,bedroom,etc.) E3. ❑ Architectural Cross Sections and Details 1. Show a typical roof section with all materials labeled;indicate size and spacing of all members;include all dimensions,venting,insulation,and connections 2. Show a typical foundation and floor section with all material labeled;indicate size and spacing of all members;include all dimensions,venting,insulation,and connections. 3. Show a typical wall section with all materials labeled;indicate size and spacing of all members and insulation values. 4. Show all connection details,including post-beam,post-footing,collar tie,etc. 5. Provide the dimensions for all stairs,with details showing rise,run,headroom and handrails per Section current International Residential Code.Guards require intermediate rails to be less than 4"apart;handrails are to be 34"to 38"from nose of the tread and to be returned.Show any fire blocking,landing sizes.Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace,including the hearth and hearth extension.Include dimensions, materials,clearance from combustibles,height above roof,reinforcing,seismic anchorage and foundation details. E4. ❑ Floor Plan 1. Plan view 1/4 inch minimum scale.Details a minimum Y4-inch scale. 2. Plans must show the entire structure. 3. Specify the occupancy type. 4. Show ALL exits on the plans;include new,existing,or eliminated. 5. Show Barrier-Free information on the drawings. 6. Show the location of all permanent rooms,walls,and shafts. 7. Provide a door and door hardware schedule. 8. Show the location of all new walls,doors,windows,etc. 9. Provide details and assembly numbers for any fire resistive assemblies. 10. Indicate on the plans all rated walls,doors,windows,and penetrations. 11. Provide a legend that distinguishes existing walls,walls to be removed and new walls. ES. ❑ Framing Plan 1. Specify the size,spacing,span and wood species or metal gage for all stud walls. 2. Indicate all wall,beam,and floor connections. 3. Detail the seismic bracing for all walls. 4. Include a stair section showing rise,run,landings,headroom,handrail,and guardrail dimensions. E6. ❑ Elevations 1. Show elevations views of each side of the structure;provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 6. Show roof pitch E7. ❑ Door and Windom 1. Show size and type of all doors. 2. Show the door size,type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations,sill heights,methods of opening,dimension of openable area and clear open space. 5. Show size and type of all skylights. F. ❑ WASHINGTON STATE ENERGY CODE 1. Required by WAC 51-11. 2. Complete Residential Energy Code Envelope Summary Form(NREC). 3. See Table R406.2 and R406.3 for available Energy Credit options Page 3 of RESIDENIAL BULDING DESIGN REQUIREMENTS REV12/2021 RESIDENTIAL BUILDING DESIGN REQUIREMENTS DWELLING SIZE CREDITS 1. Small Dwelling Unit: 3.0 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area.Additions to existing building greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: 6.0 credits All dwelling units that are not included in#1,#3 or#4. 3. Large Dwelling Unit: 7.0 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Dwelling units serving R-2 occupancies: 4.5 credits 5. Additions less than or equal to 500 square feet: 1.5 credits The drawings included with the building permit application shall identify which options have been selected and the point value of each option,regardless of whether separate mechanical,plumbing,electrical,or other permits are utilized for the project. G. ❑ SPECIAL INSPECTION—See SPECIAL INSPECTION AND TESTING AGREEMENT H. ❑ DEFERRED SUBMITTALS—See DEFERRED SUBMITTAL FORM I hereby certify that I am the ❑ Owner ❑Architect ❑Engineer ❑ Contractor and have verified that the information appears on the Plans or will be submitted with the application. Signature Print Name Date Page 4 of RESIDENIAL BULDING DESIGN REQUIREMENTS REV12/2021 Inspection Information Permit#: 4381 Permit Date: 01/25/2022 Inspection Date: 06/07/2022 Permit Type: Inspection Type: Residential Addition Requested By: Contact Info: 4259182045 Scheduled Date: 06/08/2022 Scheduled Time: 00:00 Completed Date• Descr;7tatu ' : FInal Inspection • igned Assigned To: SafeBuilt O Time In: 00:00 Time Out: 00:00 Hours: 0.75 Inspection Items Final Footing Foundation Framing 04/19/2022 BUILDING Pass Insulation Mechanical Plumbing 04/19/2022 BUILDING Pass Shearwall Underfloor Property Information Parcel#: 00560500001204 HOWARD ODDA OHAWA & WILLIAMSON RICHARD J & WENDY J HOWARD ODDA OHAWA & WILLIAMSON 206 S DUNHAM AVE RICHARD J & WENDY J RESIDENTIAL BUILDING PERMIT APPLICATION ` Community and Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223 • Phone (360)403-3551 The following information is required for Residential: Single Family,Duplex, Townhomes,Additions,and Accessory Structure Building Permit Applications. Mark each box to designate that the information has been provided. Please submit this checklist as part of the submittal documents. Incomplete applications will not be accepted. SUBMIT ELECTRONIC FILES AND THE NUMBER COPIES REQUIRED FOR EACH OF THE FOLLOWING: EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. QTY REQUIRED DOCUMENTS 1 City of Arlington Residential Pennit Application 1 City of Arlington Residential Submittal Requirements Form 1 Residential Building Design Requirements 2 Site Plan 2 Architectural Plans ❑ 2 Strictural Plans ❑ 2 Structural Calculations ❑ 1 Project Specification Manuals(if applicable) ❑ 1 WSEC Compliance Forms https://waenergycodes.com/ ❑ 1 Special Inspection and Testing Agreement ❑ 1 Deferred Submittal Request ❑ 1 USB Flash Drive or email a link to cedCbarlingtonwa.gov 1. Architectural and Structural Plans shall be bound separately and rolled together with the Site Plan in complete sets. 2. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 3. The City of Arlington does not review or inspect electrical systems.Contact Labor and Industries at lni.wa.gov or 360-416-3000. Contact the Pennit Center to verify if an intake appointment is required. City of Arlington Permit Center at(360) 403 3551 or by email to cedparlingtonwa.gov. 1 acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. RESIDENTIAL BUILDING PERMIT APPLICATION Type of Permit: JE1 Single-family I ❑ Duplex ❑Townhouse 1 [2 Addition I ❑Accessory Stnicture IBC Constniction Type: V B IBC Occupancy Type: R-3 Bulding Square Footage: 2579 Ntuniber of Stories: 1 ruare Foota a Per Floor: B: 15t:2579 2°d: 3rd: Gara e: 575 roperty Address: 112 w marion st arlington wa 98223 project Valuation: 15,000.00 Lot#: Parcel ID No.: 00560500001204 Preferred Contact: la Owner O Contractor Revised Bathroom, convert den to bedroom, add ramp, add railguard at rear existing Project Description: deck. Owner Name: HOWARD ODDA OHAWA Home No.: 2537667420 IEmail Address: oddaohawa@yahoo.com Cell No.: 2537667420 IMailing Address: 112 w marion st Qty, arlington State: wa Zip: 98223 Contractor Name: MAG CONSTRUCTON LLC Office No.: 4259182045 IEmail Address: magconstruction94@gmail.com Cell No.: 4259182045 IMailing Address: 4803 200TH ST SW APT City, LY N N WOOD State: WA Zip: 98036 IL&I Contractor License Number: CC MAGCOC L847CA Expiration Date: 2/4/2022 A. THE CITY OF ARLINGTON CURRENTLY ENFORCES THE FOLLOWING: International Codes 1. 2018 International Building Code (IBC) 2. 2018 International Residential Code(IRC) 3. 2018 International Mechanical Code (IMC) 4. 2018 International Fuel Gas Code (IFGC) 5. 2018 International Fire Code(IFC) 6. 2018 Uniform Plumbing Code (UPC) 7. 2018 International Property Maintenance Code (IPMC) 8. 2018 International Existing Property Code (IEBC) 9. 2018 Washington State Energy Code (WSEC) 10. 2017 Accessible&Usable Buildings and Facilities(ICC/A117.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation REV 10/2021 Page 2 of 6 RESIDENTIAL BUILDING PERMIT APPLICATION B. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: Exposure C-Ultimate Design-98 miles per hour Exposure C-Nominal Design- 72 miles per hour Ground Snow Load: 25 pounds per square foot Dead Snow Load: 10 pounds per square foot Seismic Zone: D1 Climate Zone: 4-C Rainfall: 2 inches per hour for roof drainage design. Frost Lune Depth: 12 inches minimum for decks and porches Soil Bearing Capacity: 1,500 psf.unless a Geo-Technical Report is provided (IBC Table 1804.2 &IRC R401.4.1) C. DEFERRED SUBMITTALS If the project requires any of the following,a Deferred Submittal Request MUST be completed.Deferred submittals require separate applications,plans and plan review. 1. Mechanical Plans (if not included in the plan set) 2. Plumbing Plans(if not included in the plan set) 3. Fire Sprinkler D. SPECIAL INSPECTION AND TESTING AGREEMENT A Special Inspection Fine is required to perform special inspections for the following type of work *The Special Inspection and Testing Agreement MUST be submitted with the Building Application. ❑ Reinforced Concrete ❑ Structural Steel and Welding ❑ Bolting in Concrete ❑ High-Strength Bolting ❑ Pre-stressed Concrete ❑ Spray-Applied Fireproofing ❑ Shotcrete ❑ Smoke-Control Systems ❑ Structural Masonry ❑ Other-Specify: MECHANICAL INFORMATION Type of Permit: ❑ New Installation ❑ Addition/Alteration/Replaced ❑ Gas Piping Contractor Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: • New gas piping requires a pressure test hooking to any appliance • Sediment traps(drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper Combustion air and venting required for all appliances • A shirt-off valve is required within 6 feet of all appliances REV 10/2021 Page 3 of 6 RESIDENTIAL BUILDING PERMIT APPLICATION MECHANICAL PERMIT FEES (per unit Type of Fixture No.of Units Cost per Unit Subtotal Additional Plan Review fees x $75.00 = Air Cond.Unit<_100Btu x $15.00 = Air Cond.Unit>100Btu x $25.00 = Air Cond.Unit>500Btu x $50.00 Air Handling Units x $15.00 Base Mechanical Fee $25.00 $25.00 Boiler<100Btu >3h x $15.00 = Boiler>1 million]3tu/h<50hp x $25.00 = Boiler>1.5 million Btu <50h x $50.00 = Boiler>100Btu 3-15h x $15.00 = Boiler>500 Btu/h15-30h x $25.00 = Commercial Hoods-Type I II x $25 50 = Diffusers x $15.00 = Dryer Ducting x $15.00 = Ductwork(drawings required) x $25.00 - Evaporative Coolers x 1 $15.00 Exhaust/Ventilation Fans x $15.00 Fireplace/Insert/Stove x $15.00 Forced Air Heat!5100 Btu h x $15.00 Forced Air Heat>100 Btu h x $25.00 = Gas Clothes Dryer x 1 $15.00 = Gas Fired AC<_100 Btu x $15.00 = Gas Fired AC>100 Btu x $25.00 = Gas Fired AC> 500 Btu x $50.00 = Gas Pi in <_ 5 units x $15.00 = Gas Piping> 5 units(plus<5 units x $2.00 = Heat Exchangers x $15.00 = Heat Pump-Condensing Unit x $25.00 = Hot Water Heat Coils x $15.00 = Miscellaneous Appliance-regulated by x $15.00 mechanical code,not otherwise specified Pkg.Units 15 100btu >100btu x $25 50 = Range/Cook Top-Gas Fired x $15.00 = Refrigeration Unit<_100Btu x $15.00 = Refrigeration Unit>100Btu x $25.00 = Refrigeration.Unit>500Btu h x $50.00 Re-inspection fee all x $75.00 Residential Range Hood x $15.00 Unit Heaters 15 100 Btu x $15.00 Unit Heaters>100 Btu X $25.00 = VAV Boxes(Variable Air Volume,part of air X $10.00 conditioning system) Wall Heaters-Gas Fired X $25.00 = Water Heater- Gas Fired x $25.00 = Permit Fee Inspection Fee $75.00 Processing/Technology Fee $25.00 Total REV 10/2021 Page 4of6 RESIDENTIAL BUILDING PERMIT APPLICATION Gas Piping Information ❑ Not Applicable ❑CSST ❑ Brass ❑ Other Proposed Piping Material: ❑ Galvanized ❑ Black Steel Steel Proposed Piping Size: ❑ 1/2" ❑ 5/s" ❑ 3/4 ❑ 1" ❑ 11/i" ❑ 2" Distance from Meter to ftu-thest Appliance: Total BTU's of all Appliances: PLUMBING INFORMATION Type of Permit: ❑ New Installation ❑ Addition/Alteration/Repair Contractor Name: TBD Office No.: IEmail Address: Cell No.: IMailing Address: City: State: Zip: IL&I Contractor License Number: Expiration Date: • All hose bibs regWred to be equipped with Atmospheric Vacutun Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves(PRV) • Cross-Connection-Control may be required Proposed Interior Water Piping Size: ❑ 1/2" ❑ 5/a" ❑ �/4 ❑ 1" ❑CPVC ❑ Brass ❑ PEX-AL-PEX Proposed Interior Piping Material: ❑ Copper ❑ PIX ❑ Galvanized Steel ❑ Other Proposed Exterior Water Piping Size: ❑ 1/2" ❑ 5/a" ❑ 3/4 ❑ 1" ❑ 11/i" ❑ 2" ❑PVC ❑ Copper ❑ PEX-AL-PIX ❑ PEX-AL-PE Proposed Exterior Piping Material: ❑PE ❑ PEX ❑ Other Proposed Drain-Waste-Vent(DWV) ❑ Schedule 40 ABS DWV ❑ Copper ❑ Galvanized Steel ❑ Cast Iron Material: ❑ Schedule 40 PVC DWV ❑ Brass ❑ Other Proposed Drain-Waste-Vent(DWV) ❑ 1/2 ❑ 5/e" ❑ 3/4 ❑ 1" ❑ 11/z" ❑ 2" ❑ 3" 04" Piping Size: REV 10/2021 Page 5 U6 RESIDENTIAL BUILDING PERMIT APPLICATION PLUMBING PERMIT FEES per fixture Type of Fixture No. of Fixtures Cost per Fixture Subtotal Additional Plan Review fees x $75.00 = Alteration/repair piping 3 x $15.00 = 45 BackflowAssembly x $25.00 = Base Plumbing Fee $25.00 $25.00 Bath Shower Combo x $15.00 = Building Main Waste x $25.00 = Clothes Washer x $15.00 = Dishwasher x $15.00 = Ddrilcing Fountain x $15.00 = Floor Drains x $15.00 = Grease Interceptor x 1 $75.00 = Grease Trap x $25.00 = Hose Bibb x $15.00 = Icemaker Refri erator x $15.00 = Irrigation- per meter x $25.00 = Kitchen Sink&.Disposal x $15.00 = Laundry Tray x $15.00 = Lavatory x $15.00 = Med Gas Pi in <- 5 inlets outlets x $60.00 = Med Gas Piping> 5 inlets/outlets(plus:5 5 x $5.00 = inlets outlets Miscellaneous- regulated by plumbing x $15.00 = code,not otherwise specified Pretreatment Interceptor x $15.00 = Re-inspection Fee all x $75.00 = Roof Drains x $15.00 = Shower onl x $15.00 = Sink bar,service,etc. x $15.00 = Toilets x $ 15.00 = Urinal x $15.00 = Vacuum Breakers x $25.00 = Water Heater x $25.00 = Water Heater- Tankless x $25.00 = Permit Fee Inspection Fee $75.00 Processing/Technology Fee $25.00 Total 170 I hereby certify that I am the ❑Owner ❑Architect ❑ Engineer ❑Contractor and authorized to sign this application and that the above infortuation is correct and construction on,and the occupancy and the use of the above-described property will be in accordance with the laws,rules and regulation of the State of Washington,and hle Signature Print Name Date REV 10/2021 Page 6 of 6 • GENERAL NOTES N CODE N DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE(I.R.C.) Clo FOUNDATIONS U Q EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL,ASSUMED BEARING CAPACITY OF 1500 PER ALL ` EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'4'BELOW ADJACENT EXTERIOR FINISHED GRADE. Z CAST-IN-PLACE CONCRETE O Z F'b=3,000 PSI®26 DAYS.MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A /�/ O MAXIMUM OF"4 GALLONS OF WATER PER 94#SACK OF CEMENT.NO SPECIAL INSPECTION REQUIRED. ICY TOTAL AIR ENTRAINMENT SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT,MAXIMUM L SIZED AGGREGATES IS 1-1/2 INCHES.MAXIMUM SLUMP IS 4INCHES.ALL REINFORCING STEEL DOWELS, Z C r ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. C) Z !11 ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE%"DIAMETER WITH �•J 71NCH MINIMUM EMBEDMENT INTO CONCRETE AND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS 'r— Z ' t • ( NOTED OTHERWISE ON THE PLANS.MINIMUM 2 BOLTS PER SILL PLATE PIECE.ONE BOLT TO BE PLACED Q `,. • WITHIN 8 INCHES OF EACH END OF THE SILL PLATE. � N CARPENTRY ALL GRADES SHALL CONFORM TO WWPA GRADING RULES FOR WESTERN LUMBER,LATEST EDITION. O r Q v PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE.FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED PER LR.C.SECTION _ ..* R319.3.NAILING SHALL CONFORM WITH I.R.C.TABLE R602.3(1)&R802.10 OR I.B.C.TABLE 2304.9.1.ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: T 2x STUDS HEM-FIR#2------•------Fb=850 PSI 2 I <- 2x FLOOR&ROOF JOIST HEM-FIR#2---------Fb=850 PSI LL 4z BEAMS DOUG-FIR/LARCH#2--------Fb=875 PSI ��, -- '. ,• Sx BEAMS DOUG-FIR/LARCH#2-----•Fb=850 PSI Z Q ,Rx :r• -'' u a COLUMNS DOUG-FIRILARCH#2------Fb=875 PSI -, O Q LUMBER NOT NOTED DOUG•FIR/LARCH#2-----•-Fb=850 PSI - _,� � ■^fir � MISCELLANEOUS HANGERS TO BE PROVIDED BY SIMPSON COMPANY.ALL HANGERS SHALL BE FASTENED L J�/) "� �■■ M11t '''x' TO WOOD WITH PROPER NAILS,ALL HOLES SHALL BE NAILED.MACHINE BOLTS TO BE A307.ANCHOR N BOLTS INTO CONCRETE SHALL BE%"DIAMETER WITH 71NCHES OF EMBEDMEND INTO CONCRETE UNLESS w O .' , �' "• ■ !, NOTED OTHERWISE ON THE PLANS.ALL NAILS SHALL BE COMMON WIRE NAILS.NAILING SHALL BE IN i - - •� > ?�yA -" x ACCORDANCE WITH I.B.C.SCHEDULE.16d COMMON NAIL DIAMETER-(0.182 INCH).LAMINATED STUDS ■ ry"j Iy� 1 `'` x•. h� - �� SHALL BE NAILED WITH(2)ROWS 18tl COMMON NAILS G 8"O.C. O • FLOOR SHEATHING O .!� SHEATHING SHALL BE%INCH TONGUE&GROOVE,A.P.A,RATED SHEATHING.SPAN RATING d%4 WITH 1 LONG DIMENSION PERPENDICULAR TO SUPPORTS.UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON C/ L.L 1^-,•� r �~ NAILS AT 8 INCHES ON CENTER AT SUPPORTED PANEL EDGES&10 INCHES ON CENTER AT INTERMEDIATE ' ..... - ( SUPPORTS.THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE �--- u„I LI J JOINTS WITH AN APPROVED ADHESIVE. ROOF SHEATHING w SHEATHING SHALL BE Xe"A.P.A.RATED SHEATHING.SPAN RATINI INSTALLED WITH LONG DIMENSION ACROSS SUPPORTS.PANEL END JOINTS SHALL OCCUR AT SUPPORTS.NAIL PANEL EDGES WITH Sd NAILS O AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS, ''1V^� WALL SHEATHING CL ILL SHEATHING TO BE Xe"A.P.A.RATED SHEATHING.SPAN RATING°%PANEL END JOINTS SHALL OCCUR AT L I I O a I SUPPORTS.NAIL PANEL EDGES WITH NAILS INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE WISE ON THE DRAWINGS. Document dated PROF'05ED I --NTERIOR 5ATHROOM ALTERATION REINFORCEMENT RAMIp AD!/ITION y=60,000 PSI FOR#6&LARGER . NOTE:ALL BOLTS,WASHERS,NAILS,SCREWS,HANGERS AND FRAMING STRAPS THAT COME INTO OI -I'yam I E R CONTACT WITH ACO TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED STEEL. Revisions: HOAARD ODDA OHAWA WALL NOTES: NAIL SPACING 112 A MARI ON 57 NEW 2X6 NAIL TOPIBOTE OM ARLINOTON, WA - 115225 EXTERIOR WALL SIZE EDGES ES STUDS 6 1. Xe A.P.A.RATED PLYWOOD OR ORIENTATED STRAND BOARD(O.S.B.) ON ONE SIDE OF WALL.NAILS SHALL BE 8d COMMON(0.131" ###�� .4p...•�� DIAMETER). 2. ALL PANEL EDGES BLOCKED WITH 2-INCH NOMINAL FRAMING,INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.P.A.RATED SHEATHING,GYPSUM SHEAR WALLS SHALL BE 112 W MARI ON 57 INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY.SPACE NAILS > 12 INCHES ON CENTER®INTERMEDIATE SUPPORTS. > ARL NGTON WA - 522�J 3. %-DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED A a MAXIMUM OF 24 INCHES ON CENTER.WASHERS TO BE GALVANIZED T OR STAINLESS STEEL. y 4. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES,SPACING, SI PLATE&NAILING ETC O oos6o50000l204 - INDEX OF DRAWINGS Q SHEET# DESCRIPTION Q O �1�{r��_ `�'�}• I t�Gl'f`t a��.�1-ltd4�� AO I SITE PLAN Q Al COVERSHEET < A2 2018 ALTERATION WSEC &AFH NOTES z A3 DETAIL SHEET O A4 EXISTING FLOOR PLAN U = A51 PROPOSED FLOOR PLAN SHEET CITY OF ARI.INGTON Al BUILDING DEPARTMENT Received APPROVED OF A5 022 OFFICE COPY DATE_�BY-�L— (AN 2Sy , NO CHANGES AUTHORZED 210047,E UNLESS APPROVED qY T!IS BUILDING INSPECTOR Alterations Worksheet-2018 Washington State Energy Code IIIIV.I Il l"hll l l (Effective July 1,2013) Prpject!nlormatron Contact Informat,on (IIII I� WAC 51-51-0325 112 w manon st ahington wiz 98223 Ioay design u.c Section R325-Adult family homes. R 23 5.8.3 Grab bars at water closets.Water closets shall have grab bars mounted on both sides.Grab bars can be a combination JOEY SECTION R325 - of fixed position and swing-up bars.Grab bars shall meet the requirements of R325.8.Grab bars shall mount between 33 inches N .. 'oeydesignuCggmail.com ADULT FAMILY HOMES and 3 minimum ands30 ovli ab e floor grade. entedine distance between grab bars,regardless of type used,shall be between 25 inches 00 1 M The WSEC requirements for alterations are located in Chapter 5 of the code text. R325.1 General.This section shall apply to all newly constructed adult family homes and all existing single family homes being R325.8.3.1 Fixed position grab bars.Fixed position grab bars shall be a minimum of 36 inches in length and start 12 inches from v converted to adult family homes.This section shall not app'.y to those adult family homes licensed by the state of Washington Alterations(remodels)do not need to obtain energy credits from Table R406.3 department of social and health services prior to July 1,2001. the rear wall. O Additions must meet the requirements for new construction.This inGudes nonconditioned space R325.2 Submittal standards.In addition to those requirements in section 106.1.the submittal shall identify the project as a Group R325.8.3.2 Swing-up grab bars.Swing-up grab bars shall be a minimum of 28 inches in length from the rear wall. 7 being altered to become conditioned space. R-3 Adult Family Home Occupancy.A floor plan shall be submitted identifying the means of egress and the components in the Z means of egress such as stairs,ramps,platform rifts and elevators.The plans shall indicate the rooms used for clients and the R325.8.4 Grab bars at bathtubs.Horizontal and vertical grab bars shall meet the requirements of R325.8. O sleeping room classification of each room. rye O Will the wall cavities be exposed? r Yes p No R325.8.4.1 Vertical grab bars.Vertical grab bars shall be a minimum of 18 inches long and installed at the control end wall and L R325.3 Sleeping room classification.Each sleeping room in an adult family home shall be classified as: head end wall.Grab bars shall mount within 4 inches of the exterior of the bath tub edge or within 4 inches within the bath tub.The z G rrr� If yes: Exposed wall cavities must be insulated- ! II!!!I 1.Type S-Where the means of egress contains stairs,elevators or platform lifts. bottom end of the bar shall start between 36 inches and 42 inches above floor grade. C G v 2 X 4 wall studs requl re R•15 nsulatron` ply 1 2.Type NS1-Where one means of egress is at grade level or a ramp constructed in accordance with R325.9 is provided. 2 X 6 wall studs require R-21 insulation 3.Type Ns2-where two means of egress are a[grade level or ramps constructed th accordance with R325.9 are provided. EXCEPTION:The required vertical grab bar can be substituted with a floor to ceiling grab bar meeting the ~ > z R325.4 Types of locking devices and door activation.All bedroom and bathroom doors shall be openable from the outside when requirements of R325.8 at the control end and head end entry points. N J Will the rooficeiling framing cavities or attic be exposed? F Yes - F No 1 ! locked. Illli �ll�it R325.8A.2 Horizontal grab bars.Horizontal grab bars shall be provided at the control end,head end,and the back wall within the 0 Q Ifyes: Exposed roof/ceiling assemblies must be insulated- Every closet shall be readily openable from the inside. bathtub area.Grab bars shall be mounted between 33 inches and 36 inches above floor grade.Control end and head end grab bars J r Ill(I Vaulted ceill cgs Insulate to the full depth of the framing member shall be 24 inches minimum in length.Back wall grab bar shall be 36 inches minimum in length. ..... Operable parts of door handles,pulls,latches,locks and other devices installed in adult Family homes shall be operable with one IIII�I while allowing for the minimum 1'ventilated space hand and shall not require tight grasping,pinchingor twisting of the wrist.Pocket doors shall have graspable hardware available g 9 P R325.8.5 Grab bars at shower stalls.Where shower stalls are provided to meet the requirements for bathing facilities,grab bars when in the closed or open position. shall meet the requirements of R325.8. Flat cetli ngs: Install R-49 Insulation or what the attic space can accommodate based on the roof pitch The force required to activate operable parts shall be 5.0 pounds(22.2 N)maximum.Required exit doors shall have no additional locking devices. EXCEPTION:Shower stalls with permanent built-in seats are not required to have vertical or horizontal grab bars at the seat end wall.A vertical floor to ceiling grab bar shall be installed within 4 inches of LL Z Q Will the floor framing cavities be exposed? r Yes r No Required exit door hardware shall unlock inside and outside mechanisms when exiling the building allowing reentry into the adult the exterior of the shower aligned with the nose of the built-in seat. family home without the use of a key,tool or special knowledge. If yes: Exposed floor cavities must be insulated to R-30 O R325.5 Smoke and carbon monoxide alarm requirements.All adult familyhomes shall be equipped with smoke and carbon R325.8.5.1 Vertical grab bars.Vertical grab bars shall be 18 inches minimum in length and installed at the control end wall and monoxide alarms installed as required in Sections R314 and R315.1.Alarms shall be installed in such a manner so that the head end wall.Vertical bars shall be mounted within 4 inches of the exterior of the shower stall or within 4 inches inside the shower L'U^) Are the windows and/or doors being replaced? - R Yes F No detection device warning is audible from all areas of the dwelling upon activation of a single alarm. stall.The bottom end of vertical bars mount between 36 inches and 42 inches above floor grade. �/ V Includes bah window or door and frames) LL ff yes:- New windows and doors must have:an area,weighted average U-factor of<0 30 R325.6 Escape windows and doors.Every sleeping room shall be provided with emergency escape and rescue windows as R325.8.5.2 Horizontal grab bars.Horizontal grab bars shall be installed on all sides of the shower stall mounted between 33 LLI O - required by Section R310.No alternatives to the sill height such as steps,raised platforms or other devices placed by the openings inches and 36 inches above the floor grade.Horizontal grab bars shall be a maximum of 6 inches from adjacent walls.Horizontal \ A will be approved as meeting this requirement. grab bars shall not interfere with shower control valves. / 0- Will the heating or cooling system be replaced? Yes No - z O R325.7 Fire apparatus access roads and water supply for fire protection.Adult family homes shall be served by fire apparatus R325.9 R O X n/ Ramps.All interior and exterior ramps,when provided,shall be constructed in accordance with Section R311.8 with a If yes: New equipment must meet current requirements and'. 1 IIII access roads and water supplies meeting the requirements of the local jurisdiction. maximum slope of 1 vertical to 12 horizontal.The exception to R3118.1 is not allowed for adult family homes.Handrails shall be nn ducts need to be tested q'I Ill iIi R325.8 Grab bar general installed in accordance with R325.9.1. U L.L ill l l l IIII g requirements.Where facilities are designated for use by adult family home clients,grab bars for water IIII II III! closets,bathtubs and shower stalls shall be installed according to this section. Will the hot water system be altered? F Yes 7,No R2?§.J.i Handrails for ramps.Handrails shall be installed on both sides of ramps between the slope of 1 vertical to 12 horizontal I- LU UJ R325.8.1 Grab bar cross section.Grab bars with a circular cross section shall have an outside diameter of 1 114 inches minimum and 1 vertical and 20 horizontal in accordance with R311.6.3.1 through R311.6.3.3. f 1'► If yes: New water heating equipment must meet current Code requirements [i' and 2 inches maximum.Grab bars with noncircular cross section shall have a cross section dimension of 2 inches maximum and a Till W Q perimeter dimension of 4 inches minimum and 4 5/8 inches maximum. R325.10 Stair treads and risers.Stair treads and risers shall be constructed in accordance with R3117.4.Handrails shall be N N installed in accordance with R325.10.1. LL m LL A more than 50%of the light factures being changed? r Yes r No l�l �VII R325.82 O Grab bar installation.Grab bars shall have a spacing of i 1/2 inches between the wall and the bar.Projecting objects, O h control valves and bathtub or shower stall enclosure features above,below and at the ends of the grab bar shall have a clear space R325.10.1 Handrails for treads and risers.Handrails shall be installed on both sides of treads and risers numbering from one riser [� Q If es: 90%of all lamps must be high efficacyI'll ,I !. of 1 112 inches to the grab bar. to multiple risers.Handrails shall be installed in accordance with R311 7.7 through R311.7.7.4. r�nr� LL III�I'hh y Ilgl III (LED or CFL) g y IIIIII 11ulIlllll ill IhI II'' EXCEPTION:Swing-up grab bars shall not be required to meet the 1 1/2 inch spacing requirement. R325.11 Shower stalls.Where provided to meet the requirements for bathing facilities,the minimum size of shower stalls for an V - -- II! II III IIII Il l 'I"I t'IIII I' �l' adult familyhome shall be 30 inches deepb 48 inches long. ��li�l III IIII ��I II Ii 1l ii.III I I I II i� I' �'Ili Grabs bars shall have a structural strength of 250 pounds applied at any point on the grab bar,fastener,mounting device or 9 R503.1.1 Building envelope.Building envelope assemblies that are part of the alteration shall comply with Section supporting structural member.Grab bars shall not be supported directly by any residential grade fiberglass bathing or showering Drc a-r act date: R402.1.1 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. unit.Acrylic bars found in bathing units shall be removed. Exception:The following alterations need not comply with the requirements for new construction provided Fixed position grab bars,when mounted,shall not rotate,spin or move and have a graspable surface finish. the energy use of the building is not increased: 1. Storm windows installed over existing fenestration. -_ _- 2. Existing ceiling wall or floor cavities exposed during construction provided that these cavities are filled Revisions: with insulation.2x4fmmed walls shall be Insulated to a minimum of R-15 and 2x6 framed walls shall be 48" MIN CE Insulated to a minimum of R-21. 25" MIN 3. Construction where the existing roof,wall or floor cavity is not exposed. 36n MAX 36° 6' MAX 30" MAX 4. Roof recover. 5. Roofs without insulation in the cavity and where the sheathing or Insulation is exposed during reroofing shall be insulated either above or below the sheathing. X_ I I i i-----i-r-EXTEND�D BACKING&SUPPORT - 6. Surface-applied window film Installed on existing single pane fenestration assemblies to reduce solar H Q kp (V I I I I I TO NEXT WALL STUD heat gain provided the code does not require the glazing fenestration to be replaced. - � .-I I I I I I I z o (i II II II II RS03.1.1.1 Replacement fenestration.Where some or all of an existing fenestration unit is replaced with a new z F O 1 ry I I I I I I fenestration product,including sash and glazing the replacement fenestration unit shall meet the applicable Q - 71N N I I I I �IL..I I requirements for U-factor and SHGC in Table R402.1.1.Where more than one replacement fenestration unit is being J d' t0 tz-r I I I - 2"X6"BACKING OR 6"SHEET METAL installed,an area-weighted average of the U-factor and SHGC of all replacement fenestration shall be permitted to be d M I i I�------U----- I el 4 used to demonstrate compliance. d• I I el -le -, = n r R503.1.2 Heating and cooling systems.New heating,cooling and duct systems that are pan of the x9 I I ----- -H------H-- alteration shall comply with Section R403. - -•' �38u Exceptions: 3 �n MIN ti1ofG.J GRABBAR i 32" _ L Where ducts from an existing heating and cooling system are extended,duct systems with less than 40 linear feet In CLEAR d I I I I]• O unconditioned spaces shall not be required to be tested in accordance with Section R403.2.2. (R307.1) lit N•2&Cz S� 2.Existingductsystemsconstructed,insulatedorsealedwithasbestos. LAYOUT AND FASTENING Q 0 R502.1.1.2 Heating and cooling systems.New heating ATTAOHED GRAB BARS TO STUDS OR 2X6 BLOCKING AND NOT TO GWB SECURELY Q cooling and duct systems that are part of the addition shall FASTEN 2X6 BLOCKING TO STUDS WITH TWO 50REW5 PER STUDS AND A MINIMUM 6 O comply with Section R403, Exception:The following need not comply with the testing requirements of Section R403.3.3: SCREWS PER BOARD 1. Additions of less than 750 square feet. Q 2. Duct systems that are documented to have been previously sealed as confirmed through field U-1 N verification and diagnostic testing in accordance with procedures in WSU RS-33. \ 25" MIN LIB 3. Ducts with less than 401inear feet in unconditioned spaces. / - eGt�cu) 3Qn MAX I- 4. Existing duct systems constructed,insulated or sealed with asbestos. z pp 28"SWING UP z �-+ GRAB BAR LJJ R503.1.3 Service hot water systems.New service hot water systems that are part of the alteration shall comply with O r--��✓'�--- Section R403.5. � _ �--.� -i O Q N �� N � - C� I = R503.1.4 Lighting.New li > M M 11 Dg g. lighting systems that are part of the alteration shall comply with Section R404.1. a-+ (rt $„_lay Exception:Alterations that replace less than 50 percent of the luminaires in a space,provided that such W III }}}�ppp''' 1- p p alterations do not increase the installed interior lighting power. -I to rrt{ tp _ �'' a SHEET - R503.2 Change in space conditioning.Any nonconditioned or low-energy,space that is altered to become conditioned j M M spare shall be required to be brought into full compliance with this code. BATHTUB SHOWER TOILET A2 ALTERATION 201 a r ,SEri GRAB BAR REQUIREMENTS PER R325.8 INTERNATIONAL RESIDENTIAL CODE OF A5 - 51-ALE: 1/4"= 1'-0" EXI5TIN5 HOU5E 21004 �a OPENIN65 SHALL NOT PERMIT PASSAGE OFF A 4" PIA. SPHERE LUG28Z HANGER,TYP.®EXTERIOR I WH HAND RAIL-) LUG20Z HANGER TYP.®INTERIOR 0 1i N WH 6UARD A3 _ _I - N DECK ! ( m 0 00 4 _ 7 I H rn z I -mm i I •, IL,1 AND I EL111 NG U.N.O.X0 PTYPIAL O z � i > 1 QO RAMP MAX I EXTERIOR 4 INTERIOR RAMPS(IRO R311 8 1 THRU R312 1 4 Z SLOPE LI2 4X4 Pi YV FV44 ON — (1) RAMP MUST BE A MAXIMUM SLOPE OF I UNIT VERTICAL CD 6'-0" 4'-0" 5-4" 12"DIAM.GONG.FTC, IN�.2-,NIT5 HORIZONTAL(8.5%S'-OPE).FOR EXAMPLE;EVERY ~ _ TYPICAL U.N.O. 18'-10" =OGT OP DROP REQUIRES A RAMP 12 FEET SONG. Q A3 RAMP ELEVATION (THE EXCEPTION R311.8.1 15 NOT ALLOWED IN APH). C _IN 'J RAMP PLAN (2) A MINIMUM 56"X36"LAND'N6 MUST BE PROVIDED AT J r Q RAMP FRAMING 4 FOUNDATION PLAN SCALE: NT5 TOP AND BOTTOM,WHERE DOORS OPEN ONTO RAMPS AND SCALE:I/4" I'-O" SCALE:1/4"=I'-O" p WHERE RAMP GRANGES DIR_GTICNS. 2X6 GUARD GAP _ GUARD GAP: 2xb, 2x2 BALUSTERS "FIVE-QUARTER SPACED SUCH BOARD LL 2x2 THAT A 4"d z Q PICKETS�® PA55 _. b'MAXIMUM GAP GOP U05ATTACH 5TT WITH O SPHERE CANNOT 62�X4ARO RUNNERS (5)16"0 NAILS OR (5)#12 WOOD 'W'^^ SCREWS vJ Pr DECKING, 4x4 P05T5 x WO 2x6 IT 2x4 GUARD RUNNERS FASTENED TO a GUARD POST WITH Z O f (2)86 NAILS OR(2)#6 O 0 z_ WOOD SCREWS L0L PB44P05T (1 655E v 4114 PT POST m ATTACH BALUSTERS W W o BOLT THROUGH WITH(1)#8 WOOD 12"DIAM x1O° o ,, "� BOLTS AND SCREW OR(2)8d NAILS L GONG. XI / WA5HER5 .2 jt�"-5" 02x8 MINIMUM . . Q r (2)#4 E.W. '%� 2"MIN.TOP b cj� n/ BOTTOM O I LOL CK TYF. P057 � FOOTING 177L. GUARD G0N5TRUGTI0N � CD u- SCALE: NT5 I SCALE: NT5 Document date: EXISTING TRU55 OR Revisions: FLOOR FRAMING NEW 2-2X4*HF#2 TOP PLATE NAILED - TO 2X4 BLOCKING OR EXIST.ROOF TRU55 i NEW 2X4 HF#2 INTERIOR WA_L U.N.O./V/s ^iG. I. GWE 5 T-I 51DES. ; TAPE G INIS-TG MATCH EX15T'N6 li '� Q O a o 0 2X4 HF#2 SILL PLATE { NAILED A/2 16d COMMON O NAI-5% 24"O.G. i 1 Q STA65ERED OVER t EX15 \6 2X FLOOR JOIST EXISTING SUB F— Q FLOOR OR SLAB Z w0 J T U 2 SHEET 3 TYPIGAL INTERIOR WALL DETAIL SCALE:NTS A3 OF A5 210047 s WE' M N N 00 (B)12'-0" (W19'-0" (PJ24-O„ (Pa1B,_O„ vJ a z � � z a0 Q :STOOP b'0"X5'0"SLOB � N JJN ry Z L.1— 5�-Ol"%5'O"SLDR '0"KTO"SLDR 6'0"XS'B"SLDR— b'0"%5'0"5OR -J �. 5HOWER � Qi � 4 4 LL Z a Z R O (E)BEDROOM 2 (E)MASTER'S ry I— FLU BEDROOM ® (w 10. U) 5�-O)"X5'O°SLDR (E)LIVING AREA > a— zO (r=XITGHEN I , SHOWER leJe'b'S.F o \ (E)BATH 2 H-- W LL m �m . � lE1cLo5er CD Ct � : STORA6 m '-1 a (E) !E)BEDROOM 4 a X E LAUN � O -° �I (E)I-ALLN1AY (FJKITGHEN 2 l - (� 9'O"DR g'O"DR '- Q TU6 — Document date: (FJ O F SO — y3+i (FJPOYER n_ !EBE')0)B"XE5'0D"5R.HO O9Mrc';'3X5' . m b (EJP ORGH (EJDEN (E)GARA6E �90s.F -L05E7 Revsons: Am TI- ISH 910"00"S.H 9'O"%5'O"S.H (E)LIVING AREA o a � 4 2 � 4 � r. .., "X•+'O'S.H 9')0::�,0,:5.H ,:76b"9.H L r 0 .,. . . . ..� .(016'O'k6'0"60RA5E OH DOOR O ,, ., . (�`13'�O, •.; ',`,,(E)9'-b" .:lE)14-0,: .'.'., ." :,.. .. ., (E)23'-0 �(E126':�' '. lFJC.ONG.DRIVE-WAY (GONG WALK WAY ' SHEET Ex I ST I Nry MAIN FLOOR FLAN A4 VALE. 1/4"•I'-O" OF A5 210047 •. (V2'-O" (Y) N NEW S5"H GUARD Q _ AS v,` ) E DEGK a (E)CON6. a z STOOP m ' 6b"X5'O"SLOB _O 4 z N 0 (E) DR a 6'O'X5b"SLOB N ( 4 z Q EGRESS 0+92�SILL htr NEW � � EGRESS +52"SILL HT C V 'I �u IN O NG R (E)BATH 2 SrkEL t� U N (E)NEW DINI y A f A2 w� 4 ry ® ( J � ® ® BED M D 9 o A�72�0�XIVOZ CD �BEDRM ARM (E)5To. E J 5'O"XSb'5LDR E 5TOR46Ef�ELDA7�- Eilot ZQ (EI Q 0f�KITGHEN I LLJ PRE-FABCLOSET ZCL05ET W O WG I, � D. �0 V T W' V.T.O. TORA6 O L.I_ 5 L j I —.(E)HALLWAY NEBmL-IN NE OR " �� 5'o"vR (F7 o"vR (E)KITGHEN 2 U Z (E)MA5TER BEDRM 4 w W Z 56"H GUARD N II Q r N5I O F w.H O (12 S.F. M B N 50,OR C2 Q 112 S.F. O 2-4 5a II�JI (E) (E79'O"B.F � O O (ElcLoser (E) a EGK cN ° 5 0 1 1.L �._� I (E) Document date:A3 N N5-I (E)BEDRM G at i m i2q S.F. E D V NGO o E i uQ+ 32 SILL HT (EJPORGH RE55 EGRESS .`.' ':.. �. I EGRESS Revisions: ..,. ;. 3'O'XS'0'S.H 5'0"X5'O'S.H S. 54'H HAND RAILH 9'O"X5'0"5.H ( Ln (EJ lE) = Q (E) (E) (EJ GARAGE I _P ^ DEGK 56"H WAR )LIV IN6 AREA 2 gAM�' P I<< 4 LANDING. 4 - iilllll Ili I Y .H 50"WO'S.H 5"W Jg m WALKN1A N0• b��S.H Q (FUIB'O'�B'O"bARASE OH DOOR, RAMP MAX '., ,.. ', ,. SLOPE LI2 . . ... •, . O . (E)GONG. DRI�/E-WAY Q (EJGONG WALK WAY (EJ52 6 (FJ25 O (Fa26'-6 0 1 OARBON MONOXIDE .. .. a SMOKE ALARM - FAN WALL LEGEND Ae, Q EXISTING FLOOR PLAN G t-� /� I I FLAN }�I z ?� NOTES: FROFOJEL �1A I I�l FLOO� I LA �l w O X EXISTING I. CONTRACTOR SHALL VERIFY ALL DETAIL BU6 AALL 70 BE WALL 70 BE NOTES,DIMENSIONS d CONDITIONS REMOVED PRIOR TO CONSTRUCTION. SCALE, I/4" (FIELD VERIFY) 2. WINDOWS d DOORS ARE SHOWN 8 ` (2)2Xb TYP NOTED AS NOMINAL SIZES. SHEET +92"SILL HT 5. EXTERIOR WALLS TO BE 2x& ,. EGRESS STUDS®IS"O.G.U.N.O. AREA SUMMARY REEEEEEEEI EXISTING WALL TO 4. INTERIOR WALLS U.N.O. 2x4 4'0"X4'0"5LDR REMAIN STUDS®16"O.G.U. O. (E)MAIN FLOOR 0•0�8�',TYPE d SIZE U VALUE SMOKE ALARM T GARAGE ,154 S.P. �� NEW'WALL ALL SMOKE ALARMS AND CARBON TOTAL AREAS SI'.r4.9.F. TYPICAL HEADER 4x10 DF2 W/R-10 2X&•EXTERIOR MONOXIDE SHALL BE HARD WIRED (E)DECK5 205 S.F. RIGID INSULATION,U.N.O. 2X4� AND INTERCONNECTED AND WITH OF A5 BATTERY BACK UP 210047" i RESIDENTIAL BUILDING DESIGN REQUIREMENTS • Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 THIS BROCHURE IS INTENDED TO PROVIDE DETAILED INFORMATION REGARDING PLAN PREPARATION FOR RESIDENTIAL BUILDINGS BUT MAY NOT BE ALL EMCOMPASSING. 1. Check each box to designate that the information has been provided. 2. Please submit this checklist as part of your submittal documents. A. ❑ THE CITY OF ARLINGTON CURRENTLY ENFORCES THE FOLLOWING: Al. [X-1 International Codes 1. 2018 International Building Code (IBC) 2. 2018 International Residential Code (IRC) 3. 2018 International Mechanical Code (IMC) 4. 2018 International Fuel Gas Code (IFGC) 5. 2018 International Fire Code(IFC) 6. 2018 Uniform Plumbing Code (UPC) 7. 2018 International Property Maintenance Code (IPMC) 8. 2018 International Existing Property Code (IEBC) 9. 2018 Washington State Energy Code(WSEC) 10. 2017 Accessible&Usable Buildings and Facilities (ICC/A117.1) A2. [X Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation B. ❑ STRUCTURAL REQUIREMENTS Design Wind Speed: Exposure C-Ultimate Design-98 miles per hour Exposure C-Nominal Design-72 miles per hour Ground Snow Load: 25 pounds per square foot Dead Snow Load: 10 pounds per square foot Seismic Zone: D1 Climate Zone: 4-C Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches minimum for decks and porches Soil Bearing 1,500 psf.unless a Geo-Technical Report is provided. (IBC Table 1804.2 &IRC Capacity: R401.4.1) B1. ❑ Structural Notes 1. Specify all design load values,including dead,live snow,wind,lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength,concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol(strength) of all GLU-LAM beams. S. Specify all metal connectors,including joist hangers,clips,post caps,post bases,etc. 6. Provide details showing the complete load path transfer at roof perimeter,interior shear walls, cantilevered floors,off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing,blocking,bolts,top and bottom plat nailing. 8. Locate all hold down straps on the drawings. B2. ❑ Structural Calculations 1. Structural calculations shall be prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) RESIDENTIAL BUILDING DESIGN REQUIREMENTS C. FX_ PLAN DIMENSIONS AND DETAIL 1. Minimum plan size is 18"x 24"and maximum plan size is 30"x 42". 2. Plans shall be on standard drafting paper. 3. All Plan Sheets shall be the same size and sequentially labeled. 4. Plans are required to be legible with scaled dimensions,indelible ink,blue line,or other professional media. S. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. D. X I SITE PLAN-REQUIRED WITH ALL SUBMITTALS.-May be included with the Architectural Drawing Cover Sheet 1. Drawing shall be prepared at scale,not to exceed 1"=20 foot. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building corners or two identifiable locations for irregular plan shapes. 5. Show building setbacks,easements,and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five(5) feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer,gas and electrical. 10. Show existing structures to remain on site. 11. Flood hazard areas,floodways,and design flood elevations as applicable. E. FX_ ARCHITECTURAL DRAWINGS E1. [X Cover Sheet 1. Building Information a. Specify model code information b. Construction Type c. Number of stories and total height in feet. d. Building square footage(per floor and total) e. IBC Occupancy Type f. List work to be performed under this permit 2. Design Team Information a. Design Professional in Responsible Charge b. Architects c. Structural Engineers d. Owner e. Developer f. Any other Design Team Members E2. ❑ Foundation Plan 1. Show north direction 2. Indicate front street(and side street if corner lot). 3. Show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements S. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions;include maximum wall heights and all connections. 7. Provide the location and size of all beams,posts,interior footings,and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step-down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts,location,and type of hold down fasteners to the foundation. 10. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size,spacing,direction,support,connections,and blocking. 14. Show all floor insulation. Page 2 of 4 RESIDENIAL BULDING DESIGN REQUIREMENTS REV12/2021 RESIDENTIAL BUILDING DESIGN REQUIREMENTS 15. Label any space within the foundation(i.e.,basement,garage,storage room,bedroom,etc.) E3. ❑ Architectural Cross Sections and Details 1. Show a typical roof section with all materials labeled;indicate size and spacing of all members;include all dimensions,venting,insulation,and connections 2. Show a typical foundation and floor section with all material labeled;indicate size and spacing of all members;include all dimensions,venting,insulation,and connections. 3. Show a typical wall section with all materials labeled;indicate size and spacing of all members and insulation values. 4. Show all connection details,including post-beam,post-footing,collar tie,etc. S. Provide the dimensions for all stairs,with details showing rise,run,headroom and handrails per Section current International Residential Code.Guards require intermediate rails to be less than 4"apart;handrails are to be 34"to 38"from nose of the tread and to be returned.Show any fire blocking,landing sizes.Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace,including the hearth and hearth extension.Include dimensions, materials,clearance from combustibles,height above roof,reinforcing,seismic anchorage and foundation details. E4. Floor Plan 1. Plan view Y4 inch minimum scale.Details a minimum 1/a-inch scale. 2. Plans must show the entire structure. 3. Specify the occupancy type. 4. Show ALL exits on the plans;include new,existing,or eliminated. 5. Show Barrier-Free information on the drawings. 6. Show the location of all permanent rooms,walls,and shafts. 7. Provide a door and door hardware schedule. 8. Show the location of all new walls,doors,windows,etc. 9. Provide details and assembly numbers for any fire resistive assemblies. 10. Indicate on the plans all rated walls,doors,windows,and penetrations. 11. Provide a legend that distinguishes existing walls,walls to be removed and new walls. E5. ❑ Framing Plan 1. Specify the size,spacing,span and wood species or metal gage for all stud walls. 2. Indicate all wall,beam,and floor connections. 3. Detail the seismic bracing for all walls. 4. Include a stair section showing rise,run,landings,headroom,handrail,and guardrail dimensions. E6. ❑ Elevations 1. Show elevations views of each side of the structure;provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 6. Show roof pitch E7. L Door and Windows 1. Show size and type of all doors. 2. Show the door size,type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations,sill heights,methods of opening,dimension of openable area and clear open space. S. Show size and type of all skylights. F. [X WASHINGTON STATE ENERGY CODE 1. Required by WAC 51-11. 2. Complete Residential Energy Code Envelope Summary Form(NREC). 3. See Table R406.2 and R406.3 for available Energy Credit options Page 3 of 4 RESIDENIAL BULDING DESIGN REQUIREMENTS REV12/2021 RESIDENTIAL BUILDING DESIGN REQUIREMENTS DWELLING SIZE CREDITS 1. Small Dwelling Unit: 3.0 credits Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area.Additions to existing building greater than 500 square feet of heated floor area but less than 1500 square feet. 2. Medium Dwelling Unit: 6.0 credits All dwelling units that are not included in#1,#3 or#4. 3. Large Dwelling Unit: 7.0 credits Dwelling units exceeding 5000 square feet of conditioned floor area. 4. Dwelling units serving R-2 occupancies: 4.5 credits S. Additions less than or equal to 500 square feet: 1.5 credits The drawings included with the building permit application shall identify which options have been selected and the point value of each option,regardless of whether separate mechanical,plumbing,electrical,or other permits are utilized for the project. G. ❑ SPECIAL INSPECTION—See SPECIAL INSPECTION AND TESTING AGREEMENT H. ❑ DEFERRED SUBMITTALS—See DEFERRED SUBMITTAL FORM I hereby certify that I am the ❑Owner ❑Architect ❑Engineer ❑Contractor and have verified that the information appears on the Plans or will be submitted with the application. Jose Perez (Designer/Owner representative) 1/24/2022 Signature Print Name Date Page 4 of 4 RESIDENIAL BULDING DESIGN REQUIREMENTS REV12/2021 GENERAL NOTES N CODE N DESIGN IS IN ACCORDANCE WITH THE 2018 INTERNATIONAL RESIDENTIAL CODE(I.R.C.) 100 T VJ FOUNDATIONS co EXTEND FOOTINGS TO FIRM UNDISTURBED SOIL,ASSUMED BEARING CAPACITY OF 1500 PSF.ALL EXTERIOR FOOTINGS SHALL EXTEND A MINIMUM OF 1'-6"BELOW ADJACENT EXTERIOR FINISHED GRADE. CAST-IN-PLACE CONCRETE O z Fb=3,000 PSI @ 28 DAYS.MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A n/ MAXIMUM OF 6-3/4 GALLONS OF WATER PER 94#SACK OF CEMENT.NO SPECIAL INSPECTION REQUIRED. L.L O TOTAL AIR ENTRAINMENT SHALL NOT BE LESS THAN 5 PERCENT OR MORE THAN 7 PERCENT.MAXIMUM L SIZED AGGREGATES IS 1-1/2 INCHES.MAXIMUM SLUMP IS 4INCHES.ALL REINFORCING STEEL DOWELS, z r ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN POSITION PRIOR TO POURING CONCRETE. Il ANCHOR BOLTS FOR PRESSURE TREATED SILL PLATES TO FOUNDATION WALLS TO BE%" O DIAMETER WITH (D lJ 7INCH MINIMUM EMBEDMENT INTO CONCRETEAND MAXIMUM SPACING OF 2 FEET ON CENTER UNLESS z 1 NOTED OTHERWISE ON THE PLANS.MINIMUM 2 BOLTS PER SILL PLATE PIECE.ONE BOLT TO BE PLACED Q WITHIN 6 INCHES OF EACH END OF THE SILL PLATE. J U N CARPENTRY 0 fji� yr ALL GRADES SHALL CONFORM TO W WPA GRADING RULES FOR WESTERN LUMBER,LATEST EDITION. ___J r Q PROVIDE CUT WASHERS UNDER ALL NUTS AND BOLTS BEARING AGAINST WOOD.ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED PER PRESERVATIVE TREATMENT NOTE.FASTENERS INSTALLED IN PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED PER I.R.C.SECTION i + Tr. R319.3.NAILING SHALL CONFORM WITH I.R.C.TABLE R602.3(1)&R802.10 OR I.B.C.TABLE 2304.9.1.ALL STRUCTURAL LUMBER SHALL BE AS NOTED BELOW: T _ 2x STUDS HEM-FIR#2-------------Fb=850 PSI 2 / - 2x FLOOR&ROOF JOIST HEM-FIR#2-------------Fb=850 PSI U_ 4x BEAMS DOUG-FIR/LARCH#2--- -Fb-875 PSI 6x BEAMS DOUG-FIR/LARCH#2-------Fb=850 PSI COLUMNS DOUG-FIR/LARCH#2-------Fb=87575 PSI O LUMBER NOT NOTED DOL IR/LARCH#2-------Fb=850 PSI \ - W _ MISCELLANEOUS HANGERS TO BE PROVIDED BY SIMPSON COMPANY.ALL HANGERS SHALL BE FASTENED TO WOOD WITH PROPER NAILS.ALL HOLES SHALL BE NAILED.MACHINE BOLTS TO BE A-307.ANCHOR BOLTS INTO CONCRETE SHALL BE%"DIAMETER WITH 7INCHES OF EMBEDMEND INTO CONCRETE UNLESS O NOTED OTHERWISE ON THE PLANS.ALL NAILS SHALL BE COMMON WIRE NAILS.NAILING SHALL BE IN ACCORDANCE WITH I.B.C.SCHEDULE.16d COMMON NAIL DIAMETER-(0.162 INCH).LAMINATED STUDS a SHALL BE NAILED WITH(2)ROWS 16d COMMON NAILS @ 6"O.C. z O + FLOOR SHEATHING O SHEATHING SHALL BE 3/4 INCH TONGUE&GROOVE,A.P.A.RATED SHEATHING.SPAN RATING 4%24 WITH LONG DIMENSION PERPENDICULAR TO SUPPORTS.UNLESS NOTED OTHERWISE NAIL WITH 10d COMMON NAILS AT 6 INCHES ON CENTER AT SUPPORTED PANEL EDGES&10 INCHES ON CENTER AT INTERMEDIATE - - -. SUPPORTS.THE FLOOR SHEATHING SHALL BE GLUED TO THE JOIST AND THE TONGUE AND GROOVE W UJ JOINTS WITH AN APPROVED ADHESIVE. r^ T ROOF SHEATHING w VQ 1� SHEATHING SHALL BE%6"A.P.A.RATED SHEATHING.SPAN RATING Sys,INSTALLED WITH LONG DIMENSION �/ ACROSS SUPPORTS.PANEL END JOINTS SHALL OCCUR AT SUPPORTS.NAIL PANEL EDGES WITH 8d NAILS 0LLLL AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS. Q O WALL SHEATHING 1 V rr ILL SHEATHING TO BE/,s"A.P.A.RATED SHEATHING.SPAN RATING 2%.PANEL END JOINTS SHALL OCCUR AT JT T O SUPPORTS NAIL PANEL EDGES WITH 8d NAILS AT 4 INCHES ON CENTER AND 10 INCHES ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE ON THE DRAWINGS. Document date:: I=ROPOSED INTERIOR BATHROOM ALTERATION REINFORCEMENT RAMS ADDITION fy=60,000 PSI FOR#6&LARGERR NOTE:ALL BOLTS,WASHERS,NAILS,SCREWS,HANGERS AND FRAMING STRAPS THAT COME INTO - O '� E CONTACT WITH ACQ TREATED LUMBER SHALL BE STAINLESS STEEL OR HOT-DIPPED GALVANIZED STEEL. Revisions: HOWAIRD ODDA OHANA WALL NOTES: NAIL SPACING 112 w MARION ST NEW2X6 NAIL TOP/BOTTOM ARL_ NGTON, WA _ �0.= EXTERIOR WALL SIZE EDGES STUDS PLATE C/ 12" 6" 1. %6 A.P.A.RATED PLYWOOD OR ORIENTATED STRAND BOARD(O.S.B.) ON ONE SIDE OF WALL.NAILS SHALL BE 8d COMMON(0.131" SITE ADDRESS DIAMETER). 2. ALL PANEL EDGES BLOCKED WITH 2-INCH NOMINAL FRAMING.INSTALL PANELS EITHER HORIZONTALLY OR VERTICALLY FOR PLYWOOD OR A.P.A.RATED SHEATHING,GYPSUM SHEAR WALLS SHALL BE 2 W MARI ON ST INSTALLED WITH THE SHEETS RUNNING HORIZONTALLY.SPACE NAILS @ 12 INCHES ON CENTER @ INTERMEDIATE SUPPORTS. ARL I NGTON, WA - ci,5225 3. %"DIAMETER ANCHOR BOLTS SHALL BE 10 INCHES LONG SPACED A Q MAXIMUM OF 24 INCHES ON CENTER.WASHERS TO BE GALVANIZED OR STAINLESS STEEL. 2 4. REFER TO PLANS AND SECTIONS FOR ANCHOR BOLT SIZES,SPACING, PLATE&NAILING ETC SITE ADDRESS Q oos6o�0000i2o4 INDEX OF DRAWINGS SHEET# DESCRIPTION 0 O AO SITE PLAN 0 Al COVERSHEET _ A2 2018 ALTERATION WSEC &AFH NOTES z A3 DETAIL SHEET O A4 EXISTING FLOOR PLAN _ A5 PROPOSED FLOOR PLAN SHEET Al OF A5 210047 Alterations Worksheet-2018 Washington State Energy Code (Effective July 1,2013.) Pm/ect Information Contact information WAC 51-51-0325 R325.8.3 Grab bars at water closets.Water closets shall have grab bars mounted on both sides.Grab bars can be a combination co 112 w marion st arrmgton we 96223 Joey design LLC Section R325-Adult family homes. of fixed position and swing-up bars.Grab bars shall meet the requirements of R325.8.Grab bars shall mount between 33 inches CN JOEY SECTION R325 and 36 inches above floor grade.Centedine distance between grab bars,regardless of type used,shall be between 25 inches CN ioevdeshml_LCCalxmail.com ADULT FAMILY HOMES minimum and 30 inches maximum. 00 R325.1 General.This section shall apply to all newly constructed adult family homes and all existing single family homes being R325.8.3.1 Fixed position grab bars.Fixed position grab bars shall be a minimum of 36 inches in length and start 12 inches from /� The WSEC requirements for alterations are located in Chapter 5 of the code text. converted to adult family homes.This section shall not apply to those adult family homes licensed by the state of Washington the rear wall. v) Q Alterations(remodels)do not need to obtain energy credits from Table R406.3 department of social and health services prior to July 1,2001. 7 Additions must meet the requirements for new construction.This includes nonconditioned space R325.2 Submittal standards.In addition to those requirements in Section 106.1,the submittal shall identify the project as a Group R325.8.3.2 Swing-tip grab bars.Swing-up grab bars shall be a minimum of 28 inches in length from the rear wall. O S being altered to become conditioned space. R-3 Adult Family Home Occupancy.A floor plan shall be submitted identifying the means of egress and the components in the R325.8.4 Grab ban at bathtubs.Horizontal and vertical grab bars shall meet the requirements of R325.8. z means of egress such as stairs,ramps,platform lifts and elevators.The plans shall indicate the rooms used for clients and the sleeping room classification of each room. O Will the wall cavities be exposed? r Yes r� No R325.8A.1 Vertical grab ban.Vertical grab bars shall be a minimum of 18 inches long and installed at the control end wall and - R325.3 Sleeping room classification.Each sleeping room in an adult family home shall be classified as: head end wall.Grab bars shall mount within 4 inches of the exterior of the bath Wb edge or within 4 inches within the bath tub.The CC If yes: Exposed wall cavities must be insulated- 1.Type S-Where the means of egress contains stairs,elevators or platform lifts. bottom end of the bar shall start between 36 Inches and 42 Inches above floor grade. G 2 X 4 wall studs require R-15 insulation 2.Type NSt-Where one means of egress is at grade level or a ramp constructed in accordance with R325.9 is provided. - - 2 X 6 wall studs require R-21 insulation 3.Type NS2-Where two means of egress are at grade level or ramps constructed in accordance with R325.9 are provided. EXCEPTION:The required vertical grab bar can be substituted with a floor to ceiling grab bar meeting the ~ z R325.4 Types of locking devices and door activation. of R325.8 at the control end and head end entry points. ivatlon.All bedroom and bathroom doors shall be operable from the outside when � N J Will the roof/ceiling framing cavities or attic be exposed? r Yes F,No locked. R325.8A.2 Horizontal grab bars.Horizontal grab bars shall be provided at the control end,head end,and the back wall within the r If yes: Exposed roof/ceiling assemblies must be insulated- Every closet shall be readily openable from the inside. bathtub area.Grab bars shall be mounted between 33 inches and 36 inches above floor grade.Control end and head end grab bars Q Vaulted ceilings: Insulate to the full depth of the framing member shall be 24 inches minimum in length.Back wall grab bar shall be 36 inches minimum in length. 9 P n9 Operable parts of door handles,pulls,latches,locks and other devices installed in adult family homes shall be operable with one while allowing for the minimum 1"ventilated space hand and shall not require tight grasping,pinching or twisting of the wrist.Pocket doors shall have graspable hardware available R325.8.5 Grab bars at shower stalls.Where shower stalls are provided to meet the requirements for bathing facilities,grab bars when in the closed or open position. shall meet the requirements of R325.8. Flat ceilings: Install RA9 insulation or what the attic space can The force required to activate operable parts shall be 5.0 pounds(22.2 N)maximum.Required exit doors shall have no additional accommodate based on the roof pitch locking devices. EXCEPTION:Shower stalls with permanent bulk-in seats are not required to have vertical or horizontal grab bars at the seat end wall.A vertical floor to ceiling grab bar shall be Installed within 4 Inches of LL Will the floor framing cavities be exposed? r Yes r No Required exit door hardware shall unlock inside and outside mechanisms when exiting the building allowing reentry into the adult the exterior of the shower aligned with the nose of the built-in seat. z Q family home without the use of a key,tool or special knowledge.If yes: Exposed floor cavities must be insulated to R-30 R325.5 Smoke and carbon monoxide alarm requirements.All adult family homes shall be equipped with smoke and carbon R325.8.5.1 Vertical grab bars.Vertical grab bars shall be 18 inches minimum in length and installed at the control end wall and O monoxide alarms installed as required in Sections R314 and R315.1.Alarms shall be installed in such a manner so that the head end wall.Vertical bars shall be mounted within 4 inches of the exterior of the shower stall or within 4 inches inside the shower UJ Are the windows and/or doors being replaced? ry Yes r No detection device warning is audible from all areas of the dwelling upon activation of a single alarm. stall.The bottom end of vertical bars mount between 36 inches and 42 inches above floor grade. N co (includes both window or door and frames) R325.6 Escape windows and doors.Every sleeping room shall be provided with emergency escape and rescue windows as R325.8.5.2 Horizontal grab bars.Horizontal grab bars shall be installed on all sides of the shower stall mounted between 33 LL If yes: New windows and doors must have an area weighted average U-factor of<0.30 required by Section R310,No alternatives to the sill height such as steps,raised platforms or other devices placed by the openings inches and 36 inches above the floor grade.Horizontal grab bars shall be a maximum of 6 inches from adjacent walls.Horizontal w 0 will be approved as meeting this requirement. grab bars shall not interfere with shower control valves. Will the heating or cooling system be replaced? F-Yes r,No z O R325.7 Fire apparatus access roads and water supply for fire protection.Adult family homes shall be served by fire apparatus R325.9 Ramps.All interior and exterior ramps,when provided,shall be constructed in accordance with Section R311.8 with a O N If yes: New equipment must meet current requirements and access roads and water supplies meeting the requirements of the local jurisdiction. maximum slope of 1 vertical to 12 horizontal.The exception to R3118.1 Is not allowed for adult family homes.Handrails shall be LL ducts need to be tested R325.8 Grab bar general requirements.Where facilities are designated for use by adult family home clients,grab bars for water installed in accordance with R325.9.1. U 0- Will the hot water system be altered? ryes PNo closets,bathtubs and shower stalls shall be installed according to this section. R325.9.1 Handrails for ramps.Handrails shall be installed on both sides of ramps between the slope of 1 vertical to 12 horizontal - UJ LLI R325.8.1 Grab bar cross section.Grab bars with a circular cross section shall have an outside diameter of 1 114 inches minimum and 1 vertical and 20 horizontal in accordance with R311.6.3.1 through R311.6.3.3. and 2 inches maximum.Grab bars with noncircular cross section shall have a cross section dimension of 2Inches maximum and a U If yes: New water heating equipment must meet current code requirements perimeter dimension of 4 inches minimum and 4 5/8 inches maximum. R325.10 Stair treads and risers.Stair treads and risers shall be constructed in accordance with R311.7.4.Handrails shall be w Q installed in accordance with R325.10.1. Are more than 50%of the light fixtures being changed? r Yes r No R325.8.2 Grab bar installation.Grab bars shall have a spacing of 1 1/2 inches between the wall and the bar.Projecting objects, LL LL control valves and bathtub or shower stall enclosure features above,below and at the antis of the grab bar shall have a clear space R325.10.1 Handrails for treads and risers.Handrails shall be installed on both sides of treads and risers numbering from one riser Q J If yes: 90%of all lamps must be high efficacy of 1 1/2 inches to the grab bar. to multiple risers.Handrails shall be installed in accordance with R311 7.7 through R311.7.7.4. f l I� O (LED or CFL) EXCEPTION:Swing-up grab bars shall not be required to meet the 1 112 inch spacing requirement. R325.11 Shower stalls.Where provided to meet the requirements for bathing facilities,the minimum size of shower stalls for an adult family home shall be 30 inches deep by 48 inches long. - Grabs bars shall have a structural strength of 250 pounds applied at any point on the grab bar,fastener,mounting device or Document date: R503.1.1 Building envelope.Building envelope assemblies that are part of the alteration shall comply with Section supporting structural member.Grab bars shall not be supported directly by any residential grade fiberglass bathing or showering R402.1.1 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. unit.Acrylic bars found in bathing units shall be reproved. Exception:The following alterations need not comply with the requirements for new construction provided Fixed position grab bars,when mounted,shall not rotate,spin or move and have a graspable surface finish. the energy use of the building is not increased: 1. Storm windows installed over existing fenestration. 2. Existing ceiling,wall or floor cavities exposed during construction provided that these cavities are filled 48n MIN rL Revisions: with insulation.2z4 framed walls shall be insulated to a minimum of R-15 and 2z6 framed walls shall he insulated to a minimum of R-21. 25" MIN 3. Construction where the existing roof,wall or floor cavity is not exposed. 36 MAX 36" 6' MAX 30" MAX 4. Roof recover. 5. Roofs without insulation in the cavity and where the sheathing or insulation is exposed during reroofing 3: I I I I shall be insulated either above or below the sheathing. LU X_ I I I r EXTEND�D BACKING&'SUPPORT 6. Surface-applied window film installed on existing single pane fenestration assemblies to reduce solar I..r 4 tit G TO NEXTWALL STUD heat gain provided the code does not require the glazing fenestration to be replaced. .-i I I I I Zit II I II I ' II R503.1.1.1 Replacement fenestration.Where some or all of an existing fenestration unit is replaced with a new z o N N o M 2: N I I I I ,, I fenestration product,including sash and glazing.the replacement fenestration unit shall meet the applicable I I - /' 2s4"BACKING OR 6"SHEET METAL requirements for U-factor and SHGC in Table R402.1.1.Where more than one replacement fenestration unit is being J �' tit 1/ installed,an area-weighted average of the U-factor and SHGC of all replacement fenestration shall be permitted to be a M I I L-I-_-__-L-I------ used to demonstrate compliance. = I I a la R503.1.2 Heating and cooling systems.New heating,cooling and duct systems that are part of the d- 15" 15' I I a alteration shall comply with Section R403. Exceptions: 30 H------H------{}}--��j 38" MIN I I I GRAB BA I " Q 1.Where ducts from an existing heating and cooling system are extended,duct systems with less than 401inear feet in CLEAR I I I I I i i I 32 II II II II II unconditioned spaces shall not be required[obetested in accordance with Section R403.2.2. (R307.1) OLAYOUT AND FASTENING 2.Existing duct systems constructed,insulated or sealed with asbestos. 0 11502.1.1.2 Heating and cooling systems.New heating,cooling and duct systems that are part of the addition shall ATTACHED GRAB BARS TO STUDS OR 2X6 BLOC<N6 AND NOT TO GWB SECURELY Q FASTEN 2X6 BLOCKING TO 57UD5 WITH TWO SCREWS PER STUDS AND A MINIMUM b O comply with Section R403. SCREWS PER BOARD Exception:The following need not comply with the testing requirements of Section R403.3.3: 1. Additions of less than 750 square feet. Q 2. Duct systems that are documented to have been previously sealed as confirmed through field LI..I n/ verification and diagnostic testing in accordance with procedures in WSU RS-33. \ 25" MIN LI�_ th s than 3. Ducting duct systems constructed, unconditionedateoseal dwith. - 30" MAX 4. Existing duct systems constructed,insulated or sealed with asbestos. z p0 28"SWING UP Z .--i GRAB BAR W R503.1.3 Smke hot water stistems.New service hot water systems that are part of the alteration shall comply with 0 O Section R403.5. Q N N R503.1.4 Lighting.New lighting systems that are part of the alteration shall comply with Section R404.1. > p M �O M M Exception:Alterations that replace less than 50 percent of the luminaires in a space,provided that such LLI - 0 O O alterations do not increase the installed interior lighting power. J tit M tit W M M M M M n M R503.2 Change in space conditioning.Any nonconditioned or low-energy space that is altered to became conditioned space shall be required to be brought Into full compliance with this code. BATHTUB SHOWER TOILET A2 ALTERATION 2010 SE� GRAB BAR REQUIREMENTS PER R325.8 INTERNATIONAL RESIDENTIAL CODE OF A5 SGAI-F: 1/4"=1'-0" EXISTING HOUSE 21 00 OPENINGS SHALL NOT PERMIT PASSAGE OFF A 4" 01A. SPHERE O LUG28Z HANGER,TYP.®EXTERIOR co A3 34"H HAND RAIL LU028Z HANGER,TYP.®INTERIOR O N 36"H GUARD 2EL// _ N DEG P 3 _ OCID vJ hidd 2E�d$ Z NDi 2X8 PT,TYPICAL U.N.O. Z m ? O RAMP MAX �Y EXTERIOR& INTERIOR RAMPS(IRG R311.8.1 THRU R312.1.4 n 1:12 — C SLOPE v 4X4 PT W/PB44 ON (I) RAMP MUST BE A MAXIMUM SLOPE OF I UNIT VERTICAL 7 12"DIAM.GONG.FTC, IN 12 UNITS HORIZONTAL(8.3%SLOPE).FOR EXAMPLE;EVERY L TYPICAL U.N.O. 18'-10" FOOT OF DROP REQUIRES A RAMP 12 FEET LONG. (THE EXCEPTION R311.8.1 IS NOT ALLOWED IN AFH). �� N N RAMP PLAN A3 RAMP ELEVATION (2) A MINIMUM 36"X36"LANDING MUST BE PROVIDED AT Q RAMP FRAMING FOUNDATION PLAN SCALE: NT5 TOP AND BOTTOM,WHERE DOORS OPEN ONTO RAMPS AND SCALE.1/4°=v-o^ SCALE,1/4°=1-o° WHERE RAMP CHANGES DIRECTIONS. 2x6 GUARD CAP GUARD GAP: 2x6, 2 2x2 BALUSTERS "FIVE-QUARTER LL SPACED SUCH BOARD 2.2 THAT A 4"d Z Q PICKETS® SPHERE CANNOT 6'MAXIMUM ATTACH GUARD i 5 i^O.G. PA55 GAP TOP P05T WITH O Q 2X4 GUARD RUNNERS (3)I6"d NAILS OR W (3)#12 WOOD _ SCREWS Pr DECKING 4x4 POSTS vJ 2-PT 2x4 GUARD RUNNERS W O FASTENED TO > 0- F GUARD P05T WITH(2)8d NAILS OR(2 Z O )#8 O 0 z WOOD SCREWS 0L LU5282 LUG28Z f (1 P5441 LUG28Z v BASE 4X4 PT POST [fl Qo W (2)�"d THROUGH ATTACH BALUSTERS rWn BOLTS AND . o WITH(U#8 WOOD (� V • � SCREW OR(2)8d NAILS 12"DIAM x1o" / Via: y� WASHERS 2x8 MINIMUM Q GONG.FTG H/ (2)#4 E.H. /%�/,/r./��/ 2"MIN.TOP LL BOTTOM cz Q O TYF. POST FOOTING DTL. GUARD CONSTRUCTION (D U- 2 SCALE: NTS I SCALE: NTS - Document dote: EXISTING TRU55 OR Revisions: FLOOR FRAMING NEW 2-2X4 HF#2 TOP PLATE NAILED TO 2X4 BLOCKING OR EXIST.ROOF TRU55 NEW 2X4 HF#2 INTERIOR WALL Q U.N.O.W/Y2"THK. 6WB BOTH SIDES. TAPE TO FINISH TO MATCH EXISTING 2 O Q 0 0 2X4 HF#2 SILL PLATE O NAILED W/2 I6d COMMON NAILS o 24"O.G. Q STAGGERED OVER EXISTING 2X FLOOR.JOIST LL EXISTING 5UB ~ j FLOOR OR SLAB z w0 U 2 SHEET TYPICAL INTERIOR WALL DETAIL 3 SCALE,NT5 A3 OF A5 210047 co N N 00 NO 7� L.L Z Q r0 0 V MJDEGK Q :5700P - 60"XS'0"5LDR CJ N N N E) v r LL W Q 5'0"X5'0"5LDR '0"X5'0"SL0R 6'0"X6'8"5LDR 60"X50"5LDR WG V= 4Li53 O 2 (FJDININ6 LL E71(,) o Z Q ry (E (E)BEDROOM 2 w w (E)MASTER'S ) 'w/� BEDROOM (E)STO. LL v Lu 0 (E)LIVING AREA (FI) ^s.H (E)^xs'o"SLDR > 0- z0 (E)KITCHEN I e) (FJW.I.G �) 0 0- (E)6'O"B.F SHOWER (E)BATH 2 U J 0 m wm ui w cE)aoser _ m WG EDLI )5TORA6 W. V.T.O. )STORA6 O(E)BEDROOM 4 Qr� 0 N QZ ° 0 ® !E E LAUN E) (D LL w o mu? (E)HALLWAY E) (E)KITCHEN 2FCC i e) - w N Document date: 77 FJ NB w (FJFOYER ] (E)3'o"B.F - Revisions: (E)GL05ET �) �JDEGK n (E)BEDROOM 5 0 ; lFJDEN w � o 6] N O m w �POR� (E)GARAGE g 3'0"XS'O"S.H 3'0"X3'0"5.H 3'0"X3'0"5.H 3'0'X5'0'5.H o (E)LVNG AREA (E) (E) - (E) (E) N O Q X LLJ _ Q W O 2 jo O lrz)cONO. WA K-WAY _ 3'0"X5'0"S.H 3'O"X5'0"5.H 3'O"X5'O"5.H Q .. - (E) (E) (E) 016ON60"6ARA6E OH DOOR - O (�JGONG.DRIVE-WAY (WOONG.WALK z w 0 c� 2 SHEET Ex I STI NC7 MAIN FLOOR FLAN A4 SCALE 1/4"= 1'-0" OF A5 210047 (E)24'-O" N NEW 36"H GUARD N A 00 A6 U) O V/ Q w E)coNc. E DEGK z STOOP 6'O'XS'O'SLDR Q O (E) ry �y Z w IL O O �) O (E) SLDR ry n (2)3'O"DR +32 Z w w O 5'O"XS'O"SLDR _ 40 X50 SLDR— b'O'XS'O' EGRESS +32"SILL HT NEW � EGRESS "SILL HT O"x34" WG Z ROLL-IN ~ E NEW DININ SHOWER N N (E)BATH 2 — J r E IBEDRM A 3e°„DR E) _ 4 � IT3 S.F. �^ w w E IBEDRM D 206 s.F. (E)sro. E AMILY RM 2'O"X3'O'GASE 5101X5101SLOR LL e'-b" 3'-b" (E)STORA6E z Q E6RES5 O BF (E)KITGHEN I o e) SHOWER ~ LU LU o PRE-FAB Cn (E)BATH 3 W O N (E)GLOSET I n' CLOSET I \ / g Q o E)5TORA6 Fw' V.DT.O.' E)5TORA6 z O w 30"x68" O m Qa (e) E LAUND Y O .\ E B H I o (E)MA5TER BEDRM W ow s oLwER 30"DR m �� (E)HALLWAY al (E) (Eo"DR E)KITGHEN 2 �) oUj O (E)36"H GUARD w W Q F— p E)NB E NEW O (E)BEDRM B m " E)FOYER v LL 112 S.F. U m 3'O"DR /</�� O LOR (E)3'O"B.F '2 V LL 6 (E)GLOSET (� N o E DEGK o A3 J Ns-I (E) Document date: (E)BEDRM G I29 s.F. (E)DINING 0 •52"SILL HT (E)PORGH Revisions: EGRESS EGRESS - EGRESS 0 3'0"X50"S.H 3'O"XS'O"S.H _ 3'O"XS'O"S.H 3'O"X5'0"S.H (E) (E) o (E) (E) (E) GARAGE m nl 34"H HAND RAIL N 56'H GUARD L NG REA 2 O m jj A N m WALK-WAY 3'0"X5'0"5.H 3'O"X5'0"5.H 3'0"X5'0"5.H w Q (E) (E) (E) - (E)I6'O VO"GARAGE OH DOOR _RAMP MAX Q SLOPE I 12 - -- 2 (E)GONG. DRIVE-WAY (E)GONG. WALK-WAY Q LEGEND C) c GARSON MONOXIDE iQ SMOKE ALARM - C)N 0. FAN A Q WALL LEGEND A6 ~ Ex15TIN6 FLOOR PLAN z T G '��//yI� � �I w O EXISTING NOTES: FOFOSED I I� I � FL00 FLAN � J DETAIL BU6 NON-BEARING I. NOTES, DIMENSIONS SHALL VERIFY ALL U 2 3 WALL TO BE NOTES,DIMENSIONS t CONDITIONS REMOVED PRIOR TO CONSTRUCTION. SCALE: I/4"= I'-O" _ (FIELD VERIFY)_— 2. WINDOWS& DOORS ARE SHOWN& (2)2x6 Tl'P ----------- NOTED AS NOMINAL SIZES. SHEET +32"SILL H7 3. EXTERIOR W E 2x6 WALLS TO B EGREss 5TUD5 0 16"G.G.U.N.C. AREA SUMMARY EX1571NS WALL To 4. INTERIOR WALLS TO BE 2x4 REMAIN 5ND5 Ib"O.G.U.N.O. �� 4'O"X4'O"SLDR O (E)MAIN FLOOR 2,5719 S.F. U=0,28�n•PE 6 SIZE `\U VALUE SMOKE ALARM T GARAGE ,154 S.F. NEW WALL ALL SMOKE ALARMS AND CARBON TOTAL AREA 8,154 S.F. TYPICAL HEADER 4xIO DF2 W/R-10 2X6®EXTERIOR MONOXIDE SHALL BE HARD WIRED (E)DEGKS 205 S.F. RI'IV INSULATION,U.N.O. 2X40 AND INTERCONNECTED AND WITH OF A5 BATTERY BACK UP 7 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 112 W MARION ST Permit#: 4381 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 00560500001204 DATE OF ISSUANCE. Scope of Work: Revised bathroom,convert den to bedroom, add ramp and rail Valuation: 15000.00 guards on existing rear deck OWNER APPLICANT CONTRACTOR HOWARD ODDA OHAWA& WILLIAMSON RICHARD J&WENDY Howard Odda Ohawa MAG Construction LLC J 206 S DUNHAM AVE 112 W Marion Street 4803 200th St SW ARLINGTON,WA 98223-1510 Arlington,WA 98223 Lynnwood,WA 98036 2537667420 4259182045 LIC:MAGCOCL847CA EXP:02/04/2024 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Residential Alteration CODE YEAR: 2018 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCl l0/IRC110. SALES-TM NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales t x return form d coded City of Arlington#3101. Signature Print 14ame Date Released By D c CONDITIONS Adhere to approved plans. See red-lined plans.Call for inspections. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 02/10/2022 Building Plan Review $244.36 02/10/2022 Processing/Technology $25.00 02/10/2022 Building Permit $375.94 02/10/2022 State Surcharge-1 st DU $6.50 Total Due: $651.80 Total Payment: $244.36 Balance Due: $407.44 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon (Faq'6 MOE GONIG.510E-K&LK F19 CV 00 SITE Xn orz z O C O Hn. + (E)GRAVEL C� \1Nf AF N Q (E)GONG. DR VEWAY NTS ANLI I (E)WALKWAY I i 0 (FaFEW E F O-J E S J=O T E S C I F T I ON Q J (E)STGR?GE I TO REMAIN PROPOSED MINOR INTERIOR PARTITION WALL ALTERATION AND GARAGE CONVERSION TO ADULT FAMILY HOME Q �WDEGK 7,y,9 I WILLIAMSON RIGHARD J S WENDY J Q 112 W MARION 5T Q ARLINGTON, WA - g8223 Q FORCH I � t�� STOOP� � I (EJcoNc. SITE A��RESS � SI MAX S.- _ I DEG I 112 W MARION ST 1:12 m I ARLINGTON, WA - g8223 W LWAND1-K r I FARGEL I P w I I I 00560500001204 — O EXISTING GONG. I LOT COVERAGE DRIVEWAY I (E)HOUSE + LOT AREA 11,761.20 S.F. W EXISTING BLDG. AREA 3,153.75 S.F. I I EXISTING COVERED PORCH 22.00 S.F. EXISTING UNCOVERED DECK 205.20 S.F. _ EXISTING DETACHED STORAGE 150.50 S.F. L- (E)17.q' I NEW RAMP 138.17 S.F. Z Q I TOTAL AREA 3,380.95 S.F. O Q 3380.95 1 11761.20 = 28.7% L U ICA w I ROOF E VE IMPERVIOUS AREA W O (E)WALKWAY I I 3LD6 F OTP INT LOT AREA= 11,761.20 S.F. > o- I I L EXISTING HOUSE BLDG+ ROOF EAVES 3,573.00 S.F. Z O -jI I EXISTING STO. BLDG. + ROOF EAVES 236.00 S.F. O (E)DEGK EXISTING DRVEWAY 2,656.85 S.F. U w �? EXISTING WALK-WAY 439.00 S.F. W W TOREMWN (E)11 5' EXISTING DECK 164.00 S.F. O N _ _ (E)5.8' _ — — — �- NEW RAMP 129.42 - S.F. U Q � TOTAL 7,198.27 S.F. +-�Q.O® 7198.27 / 11761.20 - 61.2% O Q O !a I TE CLAN SCALE = 20.00' 0 10 20 40 AO Permit#: 4381 Permit Date: 01/25/22 Permit Type: RESIDENTIAL ALTERATION Project Name: Ohawa Applicant Name: Howard Odda Ohawa Applicant Address: 112 W Marion Street Applicant, City, State,Arlington,WA 98223 Zip: Contact: Howard Odda Ohawa Phone: 2537667420 Email: oddaohawa@yahoo.com Scope of Work: Revised bathroom, convert den to bedroom, add ramp and rail guards on existing rear deck Valuation: 15000.00 Square Feet: 2579 Number of Stories: 1 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 02/25/2022 Permit Expires: 07/24/2022 Form Permit Type: Status: COMPLETE Assigned To: Ameresia Lawlis Property Parcel# Address Legal Description Owner Name Owner Phone Zoning HOWARD ODDA OHAWA& 100 SINGLE 00560500001204 112 W MARION ST WILLIAMSON FAMILY RICHARD J& RESIDENCE WENDY J Contractors Contractor Primary Contact Phone Address Contractor Type License License# MAG Construction 4259182045 4803 200th St CONSTRUCTION COA 605226688 LLC SW CONTRACTOR MAG Construction 4803 200th St CONSTRUCTION Construction MAGCOCL847CA LLC 4259182045 SW CONTRACTOR Contractor Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 06/14/2022 C19.ADULT FAMILY Please call 1/2 hour to 06/16/2022 06/16/2022 BUILDING Approved HOME FINAL arrival.206-501-1350 R20. 06/07/2022 ADDITION/ALTERATION FInal 06/08/2022 SafeBuilt Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 01/31/2022 RESIDENTIAL BUILDING ALTERATION 01/31/2022 RESIDENTIAL No land use issues. PLANNING ALTERATION Fees Fee Description Notes Amount Building Plan Review Table 4-2 $244.36 Processing/Technology $25.00 Building Permit Table 4-1 $375.94 State Surcharge- 1st DU Residential- 1st Unit $6.50 Credit Card Service $12.22 Total $664.02 Attached Letters Date Letter Description 02/10/2022 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 01/25/2022 Jose Perez 90902937 $244.36 02/12/2022 Jose perez 91209096 $407.44 02/12/2022 91209096 AmeresiaLawlis $12.22 Outstanding Balance $0.00 Notes Date Note Created By: 01/31/2022 Contractor Business License required.Email sent Ameresia Lawlis Uploaded Files Date File Name 02/25/2022 10823563-4381 Signed Permit.pdf 01/31/2022 10632677-4381 Application.pdf 01/31/2022 10632673-4381 Design Requirements.pdf 01/31/2022 10632674-4381 Plan Set.pdf 01/31/2022 10632676-4381 Site Plan.pdf £ZZ96 VAA NOlJNMJV HJV a3SOdO2Jd dHl 2:10=1 r L r 1S NOI2JVN M ZL L NOU1 AAN00 39Vd AVO E VMVHO `dad0 MJVMOH w w=� '� NOIld001 103rOdd o 1i�'�I13 � O uj zl:5 z M a,uJ a � � a ❑ K W 3 m U 1¢-m Z J w W x o Z Z a'a W a-_� wrcw zzmoJ t-ozzm ❑ ��w> wv �rc O ❑d OU Fw-Za OO W F¢ m J Z U LLUx wz- QO ZWx$❑z WOW 1_UW W� Z m U O OF pZ �W �W 0 NF .W aK2 p�a'm ❑�ymOi W 6�J❑ �$FW-� f7- W ZN inm �ZF;wO aFo W❑¢tipo m rc¢w z0 z3 U z ¢> a- W oz g Oz,- yOLL�N ^zo W. ow =z 0, Z CLHwmZ- w� Ouj �`7 Z UpUog of �3ra� xa$og �3�a xo mo of aa0 ON ZW- o z w H❑ mm Ua J J �wQ ac U �O oa azO mom gJOza¢ Nmo�g �aJr� zx <o m ¢ ¢❑ ❑CC w°n Ow QZi'Oprup waazwc~i w�zZ2 aZwQ wz� Oz Fa m y0 Z wN V wZa. 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