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HomeMy WebLinkAbout7810 192nd Pl Ne_BLD6476_2025 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. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. Incomplete applications will not be accepted. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING: REQUIRED DOCUMENTS Proof of approved Zoning Verification City of Arlington Residential Permit Application Site Plan Architectural Plans Structural Plans Structural Calculations Project Specification Manuals, if applicable WSEC Compliance Forms https://waenergycodes.com/ Special Inspection and Testing Agreement, if applicable Deferred Submittal Request, if applicable 1. Plan Review fee is due at time of submittal and remaining balance will be due at time of issuance. 2. The City of Arlington does not review or inspect electrical systems. Contact Labor and Industries at lni.wa.gov or 360-416-3000. A. 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 B. 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. Structural Masonry Spray-Applied Fireproofing Other - Specify: ____________________ I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. RESIDENTIAL BUILDING Type of Permit: Single-family Duplex Townhouse Addition/Alteration Accessory Structure IBC Construction Type: IBC Occupancy Type: Building Square Footage: Number of Stories: Square Footage Per Floor: B: 1st: 2nd: 3rd: Garage: Property Address: Project Valuation: Lot #: Parcel ID No.: Preferred Contact:  Owner  Contractor Project Scope of Work: Owner Name: Home No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Primary Contractor: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: L&I Contractor License Number: Expiration Date: MECHANICAL SYSTEM INFORMATION  Not Applicable Type of Permit:  New Installation  Addition/Alteration/Repair  Gas Piping Mechanical Contractor: 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 shut-off valve is required within 6 feet of all appliances REV03.2022 Page 2 of 6 RESIDENTIAL BUILDING MECHANICAL PERMIT FEES (per unit) Type of Fixture No. of Units Cost per Unit Subtotal Model No. Additional Plan Review fees x $ 75.00 = Air Cond. Unit ≤100Btu/h x $ 15.00 = Air Cond. Unit >100Btu/h x $ 25.00 = Air Cond. Unit >500Btu/h x $ 50.00 = Air Handling Units x $ 15.00 = Base Mechanical Fee 1 x $ 25.00 = $ 25.00 Boiler <100Btu/h >3hp x $ 15.00 = Boiler >1 million Btu/h<50hp x $ 25.00 = Boiler >1.5 million Btu/h<50hp x $ 50.00 = Boiler >100Btu/h 3-15hp x $ 15.00 = Boiler >500Btu/h 15-30hp x $ 25.00 = Diffusers x $ 15.00 = Dryer Ducting x $ 15.00 = Ductwork (drawings required) x $ 25.00 = Evaporative Coolers x $ 15.00 = Exhaust/Ventilation Fans x $ 15.00 = Fireplace/Insert/Stove x $ 15.00 = Forced Air Heat ≤100 Btu/h x $ 15.00 = Forced Air Heat >100 Btu/h x $ 25.00 = Gas Clothes Dryer x $ 15.00 = Gas Fired AC ≤100 Btu/h x $ 15.00 = Gas Fired AC >100 Btu/h x $ 25.00 = Gas Fired AC > 500 Btu/h x $ 50.00 = Gas Piping ≤ 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 $ 15.00 x = mechanical code, not otherwise specified Pkg. Units ≤100btu x $ 25.00 = Pkg. Units >100btu x $50.00 = Range/Cook top-Gas Fired x $ 15.00 = Refrigeration Unit ≤100Btu/h x $ 15.00 = Refrigeration Unit >100Btu/h x $ 25.00 = Refrigeration. Unit >500Btu/h x $ 50.00 = Re-inspection fee x $ 75.00 = Residential Range Hood x $ 15.00 = Unit Heaters ≤ 100 Btu/h x $ 15.00 = Unit Heaters >100 Btu/h x $ 25.00 = VAV Boxes (Variable Air Volume, part of air $ 10.00 x = 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 REV03.2022 Page 3 of 6 RESIDENTIAL BUILDING GAS PIPING INFORMATION  Not Applicable Proposed Piping Material:  CSST  Brass  Galvanized Steel  Black Steel  Other _______________ Proposed Piping Size:  ½”  ⅝”  ¾”  1”  1½”  2” Distance from Meter to furthest Appliance: Total BTU’s of all Appliances: PRESSURE PIPING SCHEMATIC COMPLETE FOR GAS PIPING ONLY – USE A SEPARATE SHEET, IF NECESSARY  SCHEMATIC IS TO SCALE  SCHEMATIC NOT TO SCALE Show Pipe Size(s) and Length(s) from meter to all appliances NOTE: Any interior pressure regulators must be indicated REV03.2022 Page 4 of 6 RESIDENTIAL BUILDING PLUMBING SYSTEM INFORMATION  Not Applicable Type of Permit:  New Installation  Addition/Alteration/Repair Plumbing Contractor: 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: ½”  ⅝”  ¾”  1”  CPVC Brass PEX-AL-PEX PEX Proposed Interior Piping Material: Copper Galvanized Steel Other _______________________ Proposed Exterior Water Piping Size: ½”  ⅝”  ¾”  1”  1½”  2”  PVC Copper PEX-AL-PEX PEX-AL-PE Proposed Exterior Piping Material:  PE PEX Other Schedule 40 ABS DWV Copper Galvanized Steel  Cast Iron Proposed Drain-Waste-Vent (DWV) Material: Schedule 40 PVC DWV Brass Other: ________________________________ Proposed Drain-Waste-Vent (DWV) ½”  ⅝”  ¾”  1”  1½”  2”  3” 4” Piping Size: 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 x $ 15.00 = Backflow Assembly x $25.00 = Base Plumbing Fee 1 x $ 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 = Floor Drains x $ 15.00 = Grease Interceptor x $ 75.00 = Grease Trap x $ 25.00 = Hose Bibb x $ 15.00 = REV03.2022 Page 5 of 6 RESIDENTIAL BUILDING PLUMBING PERMIT FEES (per fixture) Icemaker/Refrigerator x $ 15.00 = Irrigation – per meter x $ 25.00 = Kitchen Sink & Disposal x $ 15.00 = Laundry Tray x $ 15.00 = Lavatory x $ 15.00 = Miscellaneous – regulated by plumbing code, not x $ 15.00 = otherwise specified Re-inspection Fee x $ 75.00 = Roof Drains x $ 15.00 = Shower (only) 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 = MODEL NO.: Water Heater – Tankless x $ 25.00 = MODEL NO.: Permit Fee Inspection Fee $75.00 Processing/Technology Fee $25.00 Total 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, rules and regulation of the State of Washington, and the City of Arlington. Signature Print Name Date REV03.2022 Page 6 of 6 GENERAL NOTES AREA CALCULATIONS GENERAL REQUIREMENTS ALL WORK SHALL COMPLY WITH THE 2021 EDITION OF THE INTERNATIONAL BUILDING CODE (STRUCTURAL DESIGN), 206.954.4145 PH INTERNATIONAL RESIDENTIAL CODE (ORDINANCE), MOST RECENT EDITION OF THE UNIFORM PLUMBING CODE, HEATED AREAS SQUARE FOOTAGE email: info@lerendesign.com INTERNATIONAL MECHANICAL CODE, NATIONAL ELECTRIC CODE, WASHINGTON STATE ENERGY CODE, ANY STATE AND LOCAL AMENDMENTS, AND ANY APPLICABLE LAND USE CODE. PO BOX 12863 MILL CREEK, WA 98082 1ST FLOOR EXISTING 1238 THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR DEVELOPING CONSTRUCTION DETAILS NECESSARY TO 1ST FLOOR NEW 614 CONSTRUCT A WEATHER TIGHT, DURABLE BUILDING. ALL FLASHING, WEATHERPROOFING, ROOFING AND WATERPROOFING DETAILS AND CONSTRUCTION OF THESE DETAIL ASSEMBLIES ARE THE FULL AND COMPLETE TOTAL 1852 RESPONSIBILITY OF THE OWNER/BUILDER AND THESE DETAILS SHALL BE CONSTRUCTED PER MANUFACTURER REQUIREMENTS, BUILDING CODE REQUIREMENTS AND ACCEPTED INDUSTRY STANDARDS FOR PERFORMANCE. THE DESIGNER HAS NOT BEEN CONTRACTED TO PERFORM CONSTRUCTION ADMINISTRATION SERVICES OR CONSTRUCTION OBSERVATION SERVICES FOR THIS PROJECT AND IS NOT LIABLE OR RESPONSIBLE FOR DETERMINING ADEQUACY OF CONSTRUCTION OF BUILDING ENVELOPE OR DETAILS. THE OWNER/BUILDER SHALL BE RESPONSIBLE FOR INSPECTING AND VERIFYING THAT ALL FLASHING, WEATHERPROOFING, ROOFING AND WATERPROOFING DETAILS ARE BUILT CORRECTLY AND MEET OWNER/BUILDER'S APPROVAL BEFORE BEING COVERED BY SUBSEQUENT CONSTRUCTION WORK. USE OF THESE PLANS BY ANYONE OTHER THAN THE INTENDED OWNER/BUILDER IS NOT PERMITTED. ANY REDUNDANCY BETWEEN THESE NOTES AND S-SHEETS THE S-SHEETS SHALL SUPERSEDE. SITE WORK 1. BACKFILL FOUNDATION DRAIN AT PERIMETER OF BUILDING WITH COURSE GRANULAR FILL. (1 1/2-3/8 CLEAN WASHED ROCK WITH MIN. 12" WIDE BLANKET EXTENDING TO FINISHED GRADE.) PROTECT DRAIN DRAWING INDEX TILE AND WATERPROOFING. 2. ROUGH GRADING SHALL PROVIDE POSITIVE DRAINAGE AWAY FROM BUILDING. TRENCH TO ELEVATIONS SHEET NO. DESCRIPTION doption of these BELOW FROST LINE FOR STORM DRAINS, WATER LINES, SEWERS, AND IRRIGATION SLEEVES. construction. 3. PROVIDE PERFORATED PLASTIC PIPE FOUNDATION DRAINS WHERE SHOWN IN DRAWINGS. CONNECT TO COPYRIGHT 2024 LIMIT OF LIABILITY Company Inc. or it's THE LEREN COMPANY INC. NOTICE... A plans to meet specific State, local codes, regulations, and specific site conditions is the responsibility of the Owner and/or Contractor. The Leren employees shall not be held responsible for any damages relating to the accuracy and overall integrity of these plans. The Owner and/or Contractor must inspect all dimensions and details in these plans for errors or omissions prior to ROOF AND STORM WATER SYSTEM. IN JURISDICTIONS REQUIRING SEPARATE ROOF DRAIN LINES, A1 COVER SHEET, INDEX, GENERAL NOTES PROVIDE TIGHT LINE CONNECTED TO ROOF DRAINS IN ADDITION TO PERFORATED DRAIN LINES. 4. ROCKERIES AND RETAINING WALLS SHALL BE DESIGNED BY A LICENSED ENGINEER AND INSTALLED PER A2 ENERGY CODE & CALCULATIONS APPLICABLE CODE. A3 TYPICAL WALL & INSULATION DETAILS A4 ELEVATIONS MECHANICAL A5 1ST FLOOR PLAN A6 BUILDING CROSS SECTION 1. PLUMBING SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT, EXPERIENCED PLUMBER AND IN ACCORDANCE WITH THE UNIFORM PLUMBING CODE AND LOCAL CODES. S1.0 STRUCTURAL NOTES 2. HVAC SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED MECHANICAL S2.0 FOUNDATION AND SHEAR WALLS CONTRACTOR IN ACCORDANCE WITH THE INTERNATIONAL MECHANICAL CODE, 2018 IRC, AND LOCAL CODES. PROVIDE DOCUMENTATION OF FURNACE A.F.U.E. DUCTWORK INSULATION SHALL CONFORM TO THE S2.1 MAIN FLOOR FRAMING PLANS WASHINGTON STATE ENERGY CODE. WHEN INSTALLED IN GARAGE, HEATING UNITS SHALL BE PLACED SUCH S2.2 ROOF PLAN THAT ALL PILOT LIGHTS, BURNERS, HEATING ELEMENTS, OR SWITCHES ARE LOCATED A MIN. OF 18" ABOVE THE GARAGE FLOOR. S3.0 STRUCTURAL DETAILS S3.1 STRUCTURAL DETAILS THERMAL AND MOISTURE 1. INSULATION REQUIREMENTS SHALL MEET OR EXCEED THE LATEST EDITION OF THE WASHINGTON ENERGY CODE OR ENERGY CODE ADOPTED BY THE LOCAL JURISDICTION. INSULATION REQUIREMENTS SHALL BE PETERSON ADDITION SHOWN ON PLANS OR ON A SEPARATE ENERGY CALCULATION SHEET. 2. APPLY 1 COAT (MIN) HEAVY BODIED ASPHALT BITUMINOUS DAMPPROFING TO EXTERIOR OF FOUNDATION WALLS, FROM FOOTING TO FINISHED GRADE AT FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES AND FLOORS BELOW GRADE.. (R406.1) 3. APPLY APPROPRIATE WATER REPELLENTS TO ANY MASONRY, CEMENT, PLASTER, OR STUCCO PER 7810 192ND PL. NE, ARLINGTON, WA 98223 MANUFACTURER'S INSTRUCTIONS. CLIENT 4. PROVIDE 6 MIL BLACK POLYETHYLENE VAPOR BARRIER IN ALL CRAWLSPACE AREAS, LAPPED AT ALL SPLICES SITE ADDRESS PROJECT NAME AND OVER FOOTINGS. FINISHES GARAGE CEILINGS BENEATH HABITABLE SPACES SHALL BE COVERED WITH 5/8" TYPE "X" GYPSUM WALL BOARD. GARAGE CEILINGS BENEATH ATTIC OR NON LIVING SPACE SHALL BE COVER WITH 5/8" GYPSUM WALL BOARD. 7810 192ND PL. NE, ARLINGTON, WA 98223 WALLS AND STRUCTURE SEPARATING RESIDENTIAL AND GARAGE SPACES SHALL BE COVERED WITH 1/2" GYPSUM WALL BOARD. ALL GARAGE GYPSUM WALLBOARD SHALL HAVE JOINTS FIRETAPED WITH NAILS SET AND COMPOUNDED. ALL OTHER WALLS SHALL RECEIVE 1/2" GYPSUM WALLBOARD. CEILINGS WITH JOISTS/ TRUSS CHRIS & RACHAEL PETERSON SPACES GREATER THAN 16" SHALL RECEIVE 5/8" GYPSUM WALLBOARD OR 1/2" GYPSUM CEILING BOARD. WALLS SYMBOL LEGEND APPLICABLE CODES PETERSON ADDITION SURROUNDING TUBS OR SHOWERS SHALL BE COVERED WITH WATER-RESISTANT GYPSUM WALL BOARD. WATER- PROOF SURFACE TO A HEIGHT OF 72" ABOVE ADJACENT FLOOR. ANY CEMENT PLASTER OR STUCCO SHALL BE INSTALLED IN ACCORDANCE WITH NORTHWEST WALL AND CEILING BUREAU RECOMMENDATIONS FOR MATERIALS, BACKING, LATH, APPLICATION TECHNIQUES, AND FINISHES. CARBON MONOXIDE DETECTOR BUILDING DEPARTMENT: CITY OF ARLINGTON, WA INTERCONNECTED 110v w/ BATTERY BACKUP ELECTRICAL C.O. CAN BE COMBINED w/ S.D. 2021 INTERNATIONAL RESIDENTIAL CODE (ARCHITECTURAL/ORDINANCE) SMOKE DETECTOR 2021 INTERNATIONAL BUILDING CODE (STRUCTURAL) SYSTEMS SHALL BE DESIGNED AND INSTALLED BY A COMPETENT AND EXPERIENCED ELECTRICAL CONTRACTOR IN S.D. INTERCONNECTED 110v w/ BATTERY BACKUP 2021 INTERNATIONAL MECHANICAL CODE ACCORDANCE WITH MOST CURENT STATE AND LOCAL ELECTRICAL CODE. ELECTRICAL SCHEMATICS PROVIDED IN 2021 UNIFORM PLUMBING CODE EXHAUST FAN (VENT TO OUTSIDE) THIS SET OF PLANS ARE FOR REFERENCE LAYOUT ONLY. 2021 INTERNATIONAL FIRE CODE 2021 INTERNATIONAL FUEL GAS CODE ? KEYNOTE 2021 WASHINGTON STATE ENERGY CODE FIRESTOPPING 2021 NATIONAL ELECTRIC CODE 101 DOOR SCHEDULE SYMBOL ALL STATE AND LOCAL APPLICABLE ZONING AND MUNICIPAL CODES. FIRESTOPPING SHALL BE PROVIDED TO CUT OFF ALL CONCEALED DRAFT OPENINGS (BOTH VERTICAL AND HORIZONTAL) AND TO FORM AN EFFECTIVE FIRE BARRIER BETWEEN STORIES, AND BETWEEN A TOP STORY AND 1i WINDOW SCHEDULE SYMBOL THE ROOF SPACE. FIRESTOPPING SHALL BE PROVIDED IN WOOD FRAME CONSTRUCTION IN THE FOLLOWING LOCATIONS: REVISION- SEE DESCRIPTION IN 1. IN CONCEALED SPACES OF STUD WALLS AND PARTITIONS, INCLUDING FURRED SPACES NOT TO EXCEED 1 TITLE BLOCK 10'-0" HORIZONTALLY, AND AT THE CEILING AND FLOOR LEVEL. WALL LEGEND 2. AT ALL INTERCONNECTIONS BETWEEN CONCEALED VERTICAL AND HORIZONTAL SPACES SUCH AS OCCUR SIM DETAIL SYMBOL AT SOFFITS, DROP CEILINGS, COVE CEILINGS, ETC. 1 3. IN CONCEALED SPACES BETWEEN STAIR STRINGERS AT THE TOP AND BOTTOM OF THE RUN AND WALL SIMILAR DETAIL CAVITIES IN LINE WITH STRINGERS. A101 DETAIL NO. EXISTING WALLS AND STRUCTURES TO REMAIN 4. AT OPENINGS AROUND VENTS, PIPES, DUCTS, CHIMNEYS AND FIREPLACES AT CEILING AND FLOOR LEVEL, SHEET NO. WITH NON-COMBUSTABLE MATERIALS. SIM 1 EXISTING WALLS & STRUCTURES TO BE REMOVED / BUILDING CROSS SECTION A101 DEMOLISHED. DETAIL NO. MISCELLANEOUS SHEET NO. W1 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS, CONDITIONS, ETC. IN THE FIELD PRIOR TO PROCEEDING. Room name NEW EXTERIOR SIDING PER ELEVATIONS o/ V.B. o/ 2. VERIFY SIZE AND LOCATION OF ALL OPENINGS IN THE FLOOR, ROOF, AND WALL WITH MECHANICAL AND ROOM NAME SHEATHING PER STRUCTURAL PLANS o/ 2x6 STUDS ELECTRICAL WORK. w/ R-21 BATT INSULATION AND 1/2" GWB ON INTERIOR 3. PROVIDE SMOKE DETECTORS IN ACCORDANCE WITH (R314) SMOKE DETECTORS TO BE HARD WIRED AND FACE. No. Revision Date INTERCONNECTED. (R314.4, R314.5). A SMOKE DETECTOR SHALL BE INSTALLED IN EACH SLEEPING ROOM W2 AND OUTSIDE EACH SLEEPING AREA IN THE IMMEDIATE VICINITY OF THE BEDROOMS. (R314) CARBON MONOXIDE ALARMS SHALL BE INSTALLED OUTSIDE EACH SEPARATE SLEEPING AREA AND IN THE VICINITY NEW 2x4 INTERIOR WALL w/ 1/2" GWB EACH SIDE OF OF THE BEDROOMS. (R315) 2x4 STUDS @ 16" O.C. PROJECT NO. 250107 4. KITCHEN RANGE, DRYER, BATH AND LAUNDRY ROOM VENTILATION DUCTS SHALL TERMINATE OUTSIDE THE DESIGNED BY TL BUILDING AND BE EQUIPPED WITH BACK DRAFT DAMPERS. W3 5. EXTERIOR OPENINGS TO THE WEATHER SHALL BE FLASHED AND COUNTER-FLASHED IN SUCH A MANNER AS DRAWN BY TL & RM NEW 2x6 INTERIOR WALL w/ 1/2" GWB EACH SIDE OF TO MAKE THEM WATERPROOF. ROOF FLASHING PER R903. CHECKED BY TL 2x4 STUDS @ 16" O.C. 6. GUARDRAILS TO BE A MIN. OF 36" ABOVE FINISH FLOOR. (R312) (EXCEPTIONS TO COMMERCIAL PER I.B.C.) 7. OPEN GUARDRAILS TO HAVE INTERMEDIATE RAILS OR PICKETS PLACED SUCH THAT A SPHERE 4" IN PRELIMINARY DIAMETER CANNOT PASS THROUGH. 8. BEDROOM EMERGENCY EGRESS WINDOWS MUST HAVE A MIN. NET CLEAR OPENING OF 5.7 SQ. FT. MINIMUM SHEET NO. NET CLEAR OPENABLE WIDTH OF 20" AND MIN. NET CLEAR OPENING HEIGHT OF 24". MAX. FINISHED HEIGHT OF 44" FROM FINISHED FLOOR TO BOTTOM OF CLEAR OPENING (R310.1). STATE LAW REQUIRES THAT YOU CALL BEFORE YOU DIG TO LOCATE ALL UNDERGROUND UTILITIES. A1 PRINT DATE 2/6/2025 12:30:23 PM 2021 WASHINGTON STATE ENERGY CODE R301 CLIMATE ZONE C3 CALCULATOR RESULTS FOR UA COMPONENT APPROACH THIS PLAN IS DESIGNED FOR CLIMATE ZONE 5 AND MARINE 4PER TABLE R301.1, 2021 WASHINGTON STATE ENGERY CODE. 206.954.4145 PH email: info@lerendesign.com R402 BUILDING THERMAL ENVELOPE PO BOX 12863 MILL CREEK, WA 98082 R401.3 Certificate. A permanent certificate shall be completed by the builder or other approved party and posted on a wall in the space where the furnace is located, a utility room, or an approved location inside the building. When located on an electrical panel, the certificate shall not cover or obstruct the visibility of the circuit directory label, service disconnect label, or other required labels. The certificate shall indicate the following: 1. The predominant R-values of insulation installed in or on ceiling/roof, walls, foundation (slab, below-grade wall, and/or floor) and ducts outside conditioned spaces. 2. U-factors for fenestration and the solar heat gain coefficient (SHGC) of fenestration. Where there is more than one value for each component, the certificate shall indicate the area weighted average value. 3. The results from any required duct system and building envelope air leakage testing done on the building. 4. The results from the whole-house mechanical ventilation system flow rate test. 5. The types, sizes and efficiencies of heating, cooling, whole-house mechanical ventilation, and service water heating appliances. Where a gas-fired unvented room heater, electric furnace, or baseboard electric heater is installed in the residence, the certificate shall list "gas-fired unvented room heater," "electric furnace" or "baseboard electric heater," as appropriate. An efficiency shall not be listed for gas-fired unvented room heaters, electric furnaces or electric baseboard heaters. 6. Where on-site photovoltaic panel systems have been installed, the array capacity, inverter efficiency, panel tilt, orientation and estimated annual electrical generation shall be noted on the certificate. 7. The code edition under which the structure was permitted, and the compliance path used. The code official may require that documentation for any required test results include an electronic record of the time, date and location of the test. A date-stamped smart phone photo or air leakage testing software may be used to satisfy this doption of these requirement. construction. COPYRIGHT 2024 LIMIT OF LIABILITY Company Inc. or it's THE LEREN COMPANY INC. NOTICE... A plans to meet specific State, local codes, regulations, and specific site conditions is the responsibility of the Owner and/or Contractor. The Leren employees shall not be held responsible for any damages relating to the accuracy and overall integrity of these plans. The Owner and/or Contractor must inspect all dimensions and details in these plans for errors or omissions prior to R402.1.2 Insulation and fenestration criteria. The building thermal envelope shall meet the requirements of Table R402.1.2 based on the climate zone specified in Chapter 3. Assemblies shall have a U-factor equal to or less than that specified in Table R402.1.2. Fenestration shall have a U-factor equal to or less than specified in Table R402.1.2. R402.1.5 Total UA alternative. If the proposed building thermal envelope UA is less than or equal to the target UA, the building shall be considered in compliance with Table R402.1.2. The proposed UA shall be calculated in accordance with Equation 2. The target UA shall be calculated in accordance with Equation 1. U-factors shall be determined as specified in Section R402.1.6. In addition to UA compliance, the maximum fenestration U-factors of Section R402.5 shall be met. SEE CI CALCULATOR RESULTS R404 ELECTRICAL PWR & LIGHTING SYSTEMS R404.1 Lighting equipment. All permanently installed lighting fixtures, excluding kitchen appliance lighting fixtures, shall contain only high-efficacy lighting sources. R404.1.1 Exterior lighting. Connected exterior lighting for residential buildings shall comply with Section C405.5. Exceptions: Solar-powered lamps not connected to any electrical service. R404.1.2 Fuel gas lighting equipment. Fuel gas lighting systems shall not have continuously burning pilot lights. R404.2 Interior lighting controls. Permanently installed interior lighting fixtures shall be controlled with either a dimmer, an occupant sensor control or other control that is installed or built into the fixture. Exception: Lighting controls shall not be required for the following: CLIENT 1. Bathrooms. SITE ADDRESS PROJECT NAME 2. Hallways. 3. Lighting designed for safety or security. R404.3 Exterior lighting controls. Where the total permanently installed exterior lighting power is greater than 30 watts, the permanently installed exterior lighting shall comply with the following: 1. Lighting shall be controlled by a manual on and off switch which permits automatic shut-off actions. Exception: Lighting serving multiple dwelling units. 7810 192ND PL. NE, ARLINGTON, WA 98223 2. Lighting shall be automatically shut off when daylight is present and satisfies the lighting needs. 3. Controls that override automatic shut-off actions shall not be allowed unless the override automatically returns automatic control to its normal operation within 24 hours. PETERSON ADDITION CHRIS & RACHAEL PETERSON R503 ALTERATIONS R503.1 General. Alterations to any building or structure shall comply with the requirements of the code for new construction, without requiring the unaltered portions of the existing building or building system to comply with this code. Alterations shall be such that the existing building or structure is no less conforming to the provisions of this code than the existing building or structure was prior to the alteration. Alterations shall not create an unsafe or hazardous condition or overload existing building systems. Alterations shall be such that the existing building or structure uses no more energy than the existing building or structure prior to the alteration. Alterations to existing buildings shall comply with Section R503.1.1 through R503.1.4. The code official may approve designs of alterations which do not fully conform to all of the requirements of this code where in the opinion of the code official full compliance is physically impossible and/or economically impractical and M 1505 MECHANICAL VENTILATION INSULATION & FENESTRATION SUMMARY M1505.4 Whole-house mechanical ventilation system. Each dwelling unit shall be equipped with a ventilation system. REQ'D BY COMPONENT BASED ON C-3 CALCULATOR RESULTS The whole-house mechanical ventilation systems shall be designed in accordance with Sections M1505.4.1 through M1505.4.4. CEILINGS (VAULTED) R-49 BATT OR BLOWN IN STANDARD M1505.4.1 System design. The whole house ventilation system shall consist of one or more supply fans, one or more exhaust fans, or an ERV/HRV with integral fans, associated ducts and controls. Whole-house mechanical ventilation CEILINGS HEAL TRUSSES PER ENERY CALCS. system with supply and exhaust fans per Sections M1505.4.1.2, M1505.4.1.3, M1505.4.1.4, and M1505.4.1.5. Local exhaust fans are permitted to serve as part of the whole house ventilation system when provided with the proper EXTERIOR WALLS R-21 BATT INSULATION IN WALL CAVITY. controls per Section M1505.4.2. The systems shall be designed and installed to exhaust and/or supply the minimum outdoor airflow rates per Section M1505.4.3 as modified by the whole house ventilation system coefficients in Section NO RIGID INSULATION REQUIRED. M1504.4.3.1 where applicable. The whole house ventilation system shall operate continuously at the minimum ventilation rate determined per Section M1505.4.2 unless configured with intermittent off controls per Section BELOW GRADE WALLS N/A M1505.4.3.2. M1505.4.2 System controls. The whole-house mechanical ventilation system shall be provided with controls that enable FLOOR OVER CRAWLSPACE R-38 BATT INSULATION IN 9 1/2" TJI manual override. Controls shall include text or a symbol indicating their function. FLOOR SYSTEM. NET INSULATION AS NEED TO INSTALL. M1505.4.3 Mechanical ventilation rate. The whole-house mechanical ventilation system shall provide outdoor air at a continuous rate not less than that as determined in accordance with Table M1505.4.3(1) or Equation 15-1. GLAZING - VERTICAL U=0.27 No. Revision Date TABLE 1505.4.3 (1) WHOLE HOUSE MECHANICAL VENTILATION AIRFLOW RATE REQUIREMENTS GLAZING - DOORS U=0.28 FLOOR AREA NUMBER OF BEDROOMS (SQ. FT.) 0-1 2-3 4-5 6-7 >7 DUCT INSULATION R-8 PROJECT NO. 250107 < 1500 30 45 60 75 90 HOT WATER PIPE R-4 DESIGNED BY TL HEADER INSULATION R-10 1501 -3000 45 60 75 90 105 DRAWN BY TL & RM 3001-4500 60 75 90 105 120 CHECKED BY TL 4501-6000 75 90 105 120 135 PRELIMINARY 6001-7500 90 105 120 135 150 >7500 105 120 135 150 165 SHEET NO. NOTE: TABLE 1505.4.3(2) INTERMITTENT WHOLE HOUSE MECHANICAL VENTILATION RATE FACTORS (a,b) SEE SHEET A3 & A6 FOR RUN-TIME % IN EACH 4-HOUR SEGMENT 25% 33% 50% 66% 75% 100% TYPICAL INSULATION FACTOR 4 3 2 1.5 1.3 1.0 A2 SEE CI CALCULATOR FOR FAN REQUIREMENTS. LOCATIONS AND DETAILS. PRINT DATE 2/6/2025 12:26:26 PM ALTERATIONS WORKSHEET FOR EXISTING HOUSE ONLY 206.954.4145 PH email: info@lerendesign.com SEE BUILDING CROSS SECTIONS FOR PO BOX 12863 MILL CREEK, WA 98082 ADDTIONAL DETAILS SILL FLASHING NOTE: 1) INSTALL BENJAMIN OBDYKE MIN. 1" AIRSPACE HYDROCORNER SILL FLASHING OR EQUIV. @ ALL WINDOW SILL CORNERS PLASTIC VENT BAFFLE 2) INSTALL BENJAMIN OBDYKE HYDROFLASH® GP SILL / PENETRATION FLASHING OR EQUIV. OVER CORNER SHIELD, AS ROOFING PER ELEVATIONS EXTRA PREVENTION FOR LEAKS @ SILL CORNERS o/ 30# ROOFING FELT AND/OR ICE AND WATER SHEILD o/ PLYWOOD SHEATHING PER STRUCTURAL HEAD FLASHING NOTE: SEE NOTE BELOW PLANS o/ MANUF. TRUSSES PER PLAN DRAWING FOR INSTALLATION OF METAL HEAD FLASHING doption of these SOLID BLOCK w/ MIN. @ THIS AREA construction. (3) 2" DIA. VENT COPYRIGHT 2024 LIMIT OF LIABILITY Company Inc. or it's HOLES PER RAFTER BAY R-48 BATT OR BLOWN IN THE LEREN COMPANY INC. NOTICE... A plans to meet specific State, local codes, regulations, and specific site conditions is the responsibility of the Owner and/or Contractor. The Leren employees shall not be held responsible for any damages relating to the accuracy and overall integrity of these plans. The Owner and/or Contractor must inspect all dimensions and details in these plans for errors or omissions prior to STANDARD HEAL PER ENERGY CALCS. CONTINUOUS ALUMINUM GUTTER o/ WEATHER RESISTIVE BARRIER 5/4x6 CEDAR 1/2" GWB CEILING BOARD FASCIA BOARD HYDROGAP DRAINABLE HOUSEWRAP TRUSS TO WALL CONNECTION PER (BENJAMIN OBDYKE) W/ BENJAMIN STRUCTURAL PLANS. OBDYKE HYDROFLASH® GP SILL / 1' - 4" DBL. TOP PLATES AND CONNECTIONS PENETRATION FLASHING AND BENJAMIN OR PER PLAN PER STRUCTURAL PLANS. OBDYKE HYDROCORNER SILL FLASHING 1/2" GWB WALL BOARD (APPROVED SUBSTITUTIONS OKAY) EXTERIOR WALL SIDING PER ELEVATION o/ AIR INFILTRATION BARRIER o/ PLYWOOD SHEATING PER STRUCTURAL PLAN o/ 2x6 STUDS @ 16" O.C. w/ R-21 BATT INSULATION AND 1/2" G.W.B. AT INTERIOR FACE w/ P.V.A. PRIMER PAINT. HEAD FLASHING NOTE: TRUSS TO WALL DETAIL AT WINDOW HEAD METAL DRIP CLIENT FLASHING : INSTALL METAL HEAD 2 FLASHING @ WINDOWS & EXTERIOR PROJECT NAME SITE ADDRESS 1" = 1'-0" DOORS PER THE DETAIL BELOW. 7810 192ND PL. NE, ARLINGTON, WA 98223 PETERSON ADDITION CHRIS & RACHAEL PETERSON WINDOW FLASHING EXTERIOR WALL 1 1/4" = 1'-0" SIDING PER ELEVATION o/ AIR INFILTRATION BARRIER o/ PLYWOOD SHEATING PER STRUCTURAL PLAN o/ 2x6 STUDS @ 16" O.C. w/ R-21 BATT INSULATION AND 1/2" G.W.B. AT INTERIOR FACE w/ P.V.A. PRIMER PAINT. 3/4" T&G PLY SUBFLOOR GLUED AND NAILED TO FLOOR JOISTS PER TRUSS OR FLOOR ABOVE. STRUCTURAL PLANS. 2X6 FLOOR PLATE 2X__ RIM JOIST PER STRUCTURAL PLANS OPTIONAL PRE-FINISHED FLASHING SET IN CONT. BEAD OF CALUK DBL. 2x6 TOP PLATES 1/2" G.W.B. R-38 BATT INSULATION IN FLOOR CAVITY. NET BOTTOM TO JOISTS AS NEEDED. 2" RIGID R-10 INSULATION INSTALLED IN CAVITY BETWEEN A.B. AND 3"x3"x1/4" PLATE HEADER AND INTERIOR G.W.B. WASHER PER STRUCTURAL PLANS. FOUNDATION AND FOOTING HEADER PER PLAN PER PLAN. REBAR NOT SHOWN. 4" TIGHTLINE DRAIN (SEE STRUCTURAL PLANS) WHERE REQ'D. WINDOW, FINISH & TRIMS PER MISC. DETAILS 2x6 P.T. MUD SILL. SET SILL IN CONT. BED OF SEALANT 6 MIL. BLACK V.B. OVER ENTIRE OR USE AIR SILL GASKET. CRAWLSPAC AREA. No. Revision Date 4" PERF. FOOTING DRAIN PER GEOTECH OR HEADER INSULATION AS REQ'D. BY CITY/COUNTY. 8 1 1/2" = 1'-0" PROJECT NO. 250107 DESIGNED BY TL WALL TO CRAWLSPACE (TYP.) DRAWN BY TL & RM 4 CHECKED BY TL 1" = 1'-0" PRELIMINARY SHEET NO. A3 PRINT DATE 2/6/2025 12:26:48 PM AREA OF NEW ADDITION NOTE! ELEVATION NOTES FIELD VERIFY ROOF PITCH PRIOR TO PROVIDE METAL FLASHING OVER TOPS OF WINDOWS AND TOPS OF TRIMS DIRECTLY EXPOSED TO ORDERING TRUSSES. WEATHER. ROOFING MATERIAL, SIDING AND FLASHING SHALL BE INSTALLED PER MANUFACTURER'S SPECIFICATIONS, INDUSTRY STANDARDS AND PER I.R.C. PORCHES, BALCONIES, RAMPS OR RAISED SURFACES LOCATED MORE THAN 30" ABOVE THE FLOOR OR 206.954.4145 PH GRADE BELOW SHALL HAVE GUARDS NOT LESS THAN 36" IN HEIGHT. OPEN SIDE OF STAIRS WITH A TOTAL email: info@lerendesign.com " 2 RISE OF MORE THAN 30" SHALL HAVE GUARDS NOT LESS THAN 34" IN HEIGHT MEASURED VERTICALLY 1 " / FROM THE NOSING OF THE TREADS. INTERMEDIATE RAILS OR ORNAMENTAL CLOSURES SHALL BE 6" / 12" 6 PO BOX 12863 MILL CREEK, WA 98082 SPACED SUCH THAT A 4" SPHERE CANNOT PASS THROUGH. THE TRIANGLE OPENINGS FORMED BY THE RISER, TREAD, AND BOTTOM OF RAIL SHALL BE SUCH THAT A 6" SPHERE CANNOT PASS THROUGH. EXTERIOR STAIRS SHALL BE NOT LESS THAN 36" WIDE. HANDRAILS SHALL NOT PROJECT MORE THAN 4.5" ON EITHER SIDE OF THE STAIRWAY AND MIN. CLEAR WIDTH AT OR BELOW THE HANDRAIL SHALL NOT BE 1ST FLOOR PLATE LESS THAN 31.5". MAX. RISER HEIGHT IS 7 3/4". MIN. TREAD DEPTH SHALL BE 10". A LANDING IS REQUIRED 108' - 1 1/8" AT TOP AND BOTTOM OF EACH STAIRWAY. SITE ADDRESS SHALL BE VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. NUMBERS SHALL CONTRAST WITH BACKGROUND, BE ARABIC NUMBERS OR ALPHABETICAL LETTERS, BE A MIN. OF 4" IN HEIGHT WITH A MIN. STROKE WIDTH OF 1/2". (R319.1) 1 SIDING & TRIM TO MATCH EXISTING HOUSE. 8' - 1 1/8" (TYPICAL) 1ST FLOOR 100' - 0" doption of these construction. COPYRIGHT 2024 LIMIT OF LIABILITY Company Inc. or it's THE LEREN COMPANY INC. NOTICE... A plans to meet specific State, local codes, regulations, and specific site conditions is the responsibility of the Owner and/or Contractor. The Leren employees shall not be held responsible for any damages relating to the accuracy and overall integrity of these plans. The Owner and/or Contractor must inspect all dimensions and details in these plans for errors or omissions prior to NORTH ELEVATION 3 1/4" = 1'-0" AREA OF NEW ADDITION KICKOUT FLASHING DETAIL 2 1/4" = 1'-0" 1ST FLOOR PLATE 108' - 1 1/8" CLIENT SITE ADDRESS PROJECT NAME 3 2 D7 SIDING & TRIM TO 8' - 1 1/8" MATCH EXISTING HOUSE. (TYPICAL) 7810 192ND PL. NE, ARLINGTON, WA 98223 CONCRETE PATIO/ LANDING PER IRC. 1ST FLOOR PETERSON ADDITION CHRIS & RACHAEL PETERSON 100' - 0" SOUTH ELEVATION 4 1/4" = 1'-0" AREA OF NEW ADDITION SIDING & TRIM TO MATCH EXISTING HOUSE. COMPOSITION ROOFING TO (TYPICAL) MATCH EXISTING. " 2 1 " / 6 6 " / 1 2 " 6" / 12" 6" / 12" SIDING & TRIM TO 5/4X3 TRIM BOARD MATCH EXISTING HOUSE. ALUM. GUTTERS (TYPICAL) TO MATCH EXISTING. 1ST FLOOR PLATE 1ST FLOOR PLATE 108' - 1 1/8" 108' - 1 1/8" 1 7 A3 No. Revision Date D2 4 6 5 8' - 1 1/8" 8' - 1 1/8" EXISTING HOUSE PROJECT NO. 250107 WINDOW TRIMS DESIGNED BY TL TO MATCH EXISTING. DRAWN BY TL & RM CHECKED BY TL 1ST FLOOR 1ST FLOOR 100' - 0" 100' - 0" PRELIMINARY SHEET NO. A4 WEST ELEVATION EAST ELEVATION 6 5 1/4" = 1'-0" 1/4" = 1'-0" PRINT DATE 2/6/2025 12:27:14 PM DOOR SCHEDULE SYM. NO. WIDTH HEIGHT DOOR TYPE COMMENTS A B C 1ST FLOOR D1 2' - 8" 6' - 8" SINGLE PANEL D2 6' - 0" 6' - 10" SLIDING GLASS PATIO (TEMP.) TEMP. GLASS (U=0.30) 26' - 0" D3 2' - 8" 6' - 8" SINGLE PANEL 16' - 0" 10' - 0" 206.954.4145 PH D4 2' - 8" 6' - 8" SINGLE PANEL 4' - 4" 2' - 11 1/4" email: info@lerendesign.com D5 2' - 8" 6' - 8" SINGLE PANEL D6 5' - 0" 6' - 8" DOUBLE PANEL Double panel door PO BOX 12863 MILL CREEK, WA 98082 D7 8' - 0" 6' - 10" SLIDING GLASS PATIO (TEMP.) TEMP. GLASS (U=0.28) D7 2 3 3 WINDOW SCHEDULE 6 2' - 5 1/2" A19 2' - 11 1/4" SYM. NO. WIDTH HEIGHT AREA WINDOW TYPE COMMENTS 8 A3 1ST FLOOR A11 4 1 3' - 0" 3' - 6" 11 SF Window-Sliding-Double Tempered glass 2 4' - 0" 6' - 6" 26 SF Window-Fixed Tempered glass PRIMARY SUITE DINING 3 4' - 0" 6' - 6" 26 SF Window-Fixed Tempered glass VAULTED 4 4' - 0" 6' - 6" 26 SF Window-Fixed Tempered glass 8' - 3" 3' - 10 1/2" 3' - 10 1/2" SCISSOR 5 2' - 0" 6' - 6" 13 SF Window-Fixed Tempered glass 15' - 0" 15' - 0" WITH 6 2' - 0" 6' - 6" 13 SF Window-Fixed Tempered glass 10' - 6 1/2" CENTER 7 2' - 0" 2' - 0" 4 SF Window-Fixed RIDGE. A02 A32 D2 Grand total 119 SF S.D. EXISTING PATIO D1 doption of these 5 A19 construction. COPYRIGHT 2024 LIMIT OF LIABILITY Company Inc. or it's FLOOR PLAN KEYNOTES 4' - 0" THE LEREN COMPANY INC. NOTICE... A plans to meet specific State, local codes, regulations, and specific site conditions is the responsibility of the Owner and/or Contractor. The Leren employees shall not be held responsible for any damages relating to the accuracy and overall integrity of these plans. The Owner and/or Contractor must inspect all dimensions and details in these plans for errors or omissions prior to 3' - 3" DUCTLESS NO. DESCRIPTION/ITEM REGISTER S.D.C.O. 2 29' - 0" A02 LANDINGS: THERE SHALL BE A FLOOR OR LANDING AT EACH SIDE OF EACH EXTERIOR DOOR. LANDING OR FLOOR SHALL BE A MAX. 1.5" D3 REMOVE EXISTING SLIDING LOWER THAN THE TOP OF THE THRESHOLD; 7 3/4" IS PERMITTED AT EXTERIOR DOORS THAT DO NOT SWING OVER THE LANDING. MAX. GLASS DOOR AND CASE OUT LANDING SLOPE IS 1/4:12. (R311.3.1 & 311.3.2) A14 1 FAN TIMER CONTROLS OPENING. 1 A11 TYPICAL EXTERIOR WALL: SIDING o/ INFILTRATION BARRIER o/ EXTERIOR SHEATHING PER STRUCTURAL PLANS o/ 2X6 STUDS @ 16" O.C. w/ R-21 BATT INSULATION AND 1/2" MIN. GWB AT INSIDE FACE w/ P.V.A. PRIMER. A6 W.I.C. A6 EXISTING 7' - 5" A14 ATTIC ACCESS: MIN. 22"X30" AND REQUIRED AT AREAS GREATER THAN 30 SQ. FT. AND VERTICAL HEIGHT OF 30" OR GREATER. (R807.1) 7 REMOVE EXISTING BATH SEE M1305.1.3 FOR ADDITIONAL REQUIREMENTS WHERE MECHANICAL EQUIPMENT IS LOCATED IN ATTIC. WINDOW AND INFILL A18 CLOSET SHELVING AND DRAWER ORGANIZERS PER BUILDER SPECS. A18 D4 FRAME OPENING. EXISTING 10' - 4 1/2" BATH A19 TEMP. GLASS DOOR 3' - 8 1/2" EXISTING PRIMARY A20 TEMP. GLASS WINDOW 100 CFM A26 TEMPERED GLASS SHOWER DOOR AND ENCLOSURE. LIVING ROOM BEDROOM V.T.O. A28 HYDROBLOK OR EQUIV. SHOWER PAN w/ TILE SURROUND. PROVIDE TEMP. GLASS DOOR AND ENCLOSURE. CENTER OR CONCEALED A28 WHOLE HOUSE FAN w/ TIMER FLOOR DRAIN PER BUILDER/OWNER SPECS. SHOWER A26 wall heat A32 SMOKE DETECTORS (R314/R315) ALARMS SHALL BE LOCATED OUTSIDE THE IMMEDIATE VICINITY OF SLEEPING AREAS AND WITHIN 3 FEET OF A BATHROOM DOOR CONTAINING BATHING FACILITIES. 6' - 7" 5' - 10" D5 CONTRACTOR TO VERIFY EXISTING 50 CFM EXISTING SMOKE DETECTORS A20 BATH 7' - 9" AND INTERCONNECT TO NEW 3' - 2" V.T.O. DETECTORS OR UPDATE AS NEEDED TO CURRENT CODE. 1 S.D. 2x4 PLUMBING 1 WALL 2' - 6" CLIENT S.D. SITE ADDRESS 8' - 6" 7' - 6" EXISTING PROJECT NAME S.D. C.O. 16' - 0" KITCHEN ENTRY D6 S.D. EXIST. PANTRY REMOVE EXISTING 7810 192ND PL. NE, ARLINGTON, WA 98223 CLOSET BEDROOM EXISTING LANDING CHRIS & RACHAEL PETERSON NEW OFFICE PETERSON ADDITION STRUCTRUAL POST PER FRAMING PLANS. WRAP PER BUILDER SPECS. EXISTING 2-CAR GARAGE No. Revision Date 0' 2' 4' 8' 16' PROJECT NO. 250107 DESIGNED BY TL DRAWN BY TL & RM 1ST FLOOR CHECKED BY TL 1 PRELIMINARY 1/4" = 1'-0" SHEET NO. A5 PRINT DATE 2/6/2025 12:54:35 PM 206.954.4145 PH email: info@lerendesign.com PO BOX 12863 MILL CREEK, WA 98082 construction. COPYRIGHT 2025 LIMIT OF LIABILITY Company Inc. or it's THE LEREN COMPANY INC. NOTICE... Adoption of these plans to meet specific State, local codes, regulations, and specific site conditions is the responsibility of the Owner and/or Contractor. The Leren employees shall not be held responsible for any damages relating to the accuracy and overall integrity of these plans. The Owner and/or Contractor must inspect all dimensions and details in these plans for errors or omissions prior to A B C 16'-0" 10'-0" 12 12 6 MATCH MATCH 6 ROOFING PER ELEVATIONS ATTIC o/ 30# FELT AND / OR ICE AND WATER SHIELD O/ SHEATHING AND FRAMING PER STRUCTURAL FASCIA BOARD PER ELEVATIONS R-49 BATT OR BLOWN INSUL. THROUGHOUT ATTIC AREA FIRST FLOOR PLATE CLIENT SITE ADDRESS REMOVE EXISTING GLASS DOOR. PROJECT NAME (2) 2x6 TOP PLATES FRAME IN EXISTING OPENING CASE OUT EXISTING OPENING w/ 2X4 STUDS @ 16" O.C. 1 " GYPSUM CEILING BOARD PER BUILDER SPECS. 2 EXTERIOR FINISHES PER ELEVATIONS. SEE DETAILS ON SHEET A3 FOR WALL CONSTRUCTION 7810 192ND PL. NE, ARLINGTON, WA 98223 R-21 INSULATION - SEE SHEET A3 2x6 STUDS @16" O.C. W.I.C. BATH KITCHEN CHRIS & RACHAEL PETERSON (U.N.O. IN STRUCTURAL) PETERSON ADDITION 1 " GYPSUM WALL BOARD 2 w/ APPROVED P.V.A. VAPOR RETARDER 3/4" T&G PLY OR EQUIV. SUB-FLOOR GLUED & NAILED TO FLOOR JOISTS PER STRUCTURAL . CAULKING/ SEALANT BEAD AT FLOOR PERIMETER INSULATION: R38 PER DETAILS 2x6 BASE PLATE ON SHEET A3 FIRST FLOOR INSULATION: R38 PER DETAILS ON SHEET A3 Date RIM JOIST PER STRUCTURAL P.T. 2x6 MUD SILL 6" MIN. w/ ANCHOR BOLTS PER SHEAR WALL SCHEDULE. CRAWLSPACE CRAWLSPACE 4" TIGHTLINE DRAIN WHERE REQ'D. EXISTING FOUNDATION WALL SIZE AND REINFORCING PER STRUCTURAL . 1'-6" MIN. 4" PERF. FT'G DRAIN.WRAP IN FILTER 6 MIL BLACK V.B. FABRIC w/ GRAVEL OVER. FOOTING SIZE AND REINFORCING PER STRUCTURAL . Revision No. 1 BUILDING SECTION A6 SCALE: 1/2" = 1'-0" PROJECT NO. 250107 DESIGNED BY TL DRAWN BY TL & RM CHECKED BY TL PERMIT SET SHEET NO. A6 PRINT DATE 2/6/2025 11:22 AM 02/06/2025 © 2025 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. ARLINGTON, WA PETERSON ADDITION 7810 192ND PL NE, ARLINGTON, WA 98223 DESIGNED BY CRW DRAWN BY CRW DATE 2/7/2025 PHASE PERMIT SHEET TITLE STRUCTURAL GENERAL NOTES SCALE ---- SHEET NUMBER S1.0 PROJECT NUMBER 25-03 FOUNDATION PLAN NOTES: 1. REFERENCE S1.0 FOR STRUCTURAL GENERAL NOTES, DESIGN CRITERIA, AND LSTHD8 SW-6 LSTHD8 SW-6 INSPECTION REQUIREMENTS. LSTHD8 LSTHD8 2. VERIFY ALL DIMENSIONS AND ELEVATIONS WITH THE ARCHITECTURAL LSTHD8 DRAWINGS. DO NOT SCALE STRUCTURAL PLANS. UNLESS NOTED OTHERWISE, CONTINUOUS FOOTINGS SHALL BE CENTERED UNDER WALLS, EXTERIOR WALLS FACE OF STUD SHALL ALIGN WITH FACE OF CONCRETE, POSTS, BUNDLED NOT MARKED SHALL BE STUDS, AND COLUMNS ARE TO BE CENTERED ON FOOTINGS. SW-6 3. CONTRACTOR TO COORDINATE CURBS AND ELECTRICAL & MECHANICAL SW-6 FLOOR OPENINGS AND PENETRATIONS WITH ARCHITECTURAL DRAWINGS. HOLDDOWNS CALLED OUT SW-6 4. CONTRACTOR TO COORDINATE ALL EMBEDDED HARDWARE, FROM ALL ARE LOCATED AT BASE OF PLANS, INCLUDING, BUT NOT LIMITED TO, SHEAR WALL HOLD DOWNS, SHEAR WALLS. ANCHOR BOLTS, POST BASES, AND EMBEDDED STEEL BASE PLATES, WITH LSTHD8 THE FOUNDATION PLAN PRIOR TO POURING CONCRETE. POST-INSTALLED CONCRETE OPTIONS ARE NOT ALWAYS AVAILABLE. SUBSTITUTION SEE SHEET S3.0 FOR SHEAR WALL REQUESTS SHALL BE SUBMITTED AND APPROVED BY EOR PRIOR TO A B C SCHEDULE AND THIS SHEET FOR POURING CONCRETE. HOLDDOWN SCHEDULE 5. THE BOTTOM OF ALL FOOTINGS SHALL BE 18” MINIMUM BELOW GRADE AND 26'-0" SHALL BEAR UPON FIRM, UNDISTURBED SOIL OR ENGINEERED COMPACTED FILL. 6.MOISTURE PROOF ALL WALLS BELOW GRADE PER ARCHITECTURAL SPECIFICATIONS. 7. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH FLOORS 8 SW-6 TO THE FOUNDATIONS. 8. ALL WOOD IN CONTACT WITH WEATHER-EXPOSED CONCRETE OR WITHIN 8” S3.0 OF FINISHED GRADE SHALL BE PRESSURE-TREATED. 9.USE HOT DIPPED GALVANIZED FASTENERS AND EITHER HOT DIPPED 3 LSTHD8 GALVANIZED OR ZMAX COATED HARDWARE AT CONNECTIONS TO PRESSURE LSTHD8 SW-6 TREATED LUMBER. 10. ALL EXTERIOR WALLS TO BE 2X6 @ 16” OC, TYPICAL UNO. ALL INTERIOR BEARING AND SHEAR WALLS TO BE 2X6 @ 16” OC, UNO. SHEAR WALL PLAN NOTES: 1. SW-X INDICATES WOOD SHEAR WALL. REFERENCE 9/S3.0 FOR SHEAR WALL SHEATHING AND FASTENING REQUIREMENTS. 2.REFERENCE STRUCTURAL GENERAL NOTES FOR LUMBER AND SHEATHING GRADES. 3. ALL EXTERIOR WALLS TO BE SHEATHED AS SW-6, UNO. REFER TO SHEAR " 4 WALL SCHEDULE FOR COMPLETE REQUIREMENTS. 3 15'-0" 4.REFERENCE ARCHITECTURAL DRAWINGS FOR REMAINING NON-STRUCTURAL 15'-1 WALLS. 7 02/06/2025 5. CONTRACTOR TO COORDINATE ALL EMBEDDED HARDWARE, FROM ALL PLANS, INCLUDING, BUT NOT LIMITED TO, SHEAR WALL HOLD DOWNS, S3.0 CRAWLSPACE ANCHOR BOLTS, POST BASES, AND EMBEDDED STEEL BASE PLATES, WITH 6 MIL. BLACK V.B. © 2025 CAITLIN ROSE THE FOUNDATION PLAN PRIOR TO POURING CONCRETE. POST-INSTALLED ENGINEERING, LLC CONCRETE OPTIONS ARE NOT ALWAYS AVAILABLE. SUBSTITUTION 12 FIRST FLOOR SHEARWALLS ALL RIGHTS RESERVED REQUESTS SHALL BE SUBMITTED AND APPROVED BY EOR PRIOR TO 11 POURING CONCRETE. S3.0 SCALE: 1/8" = 1'-0" THESE DRAWINGS ARE THE 6.PROVIDE FULL HEIGHT SOLID BLOCKING OVER SHEAR WALLS AND BEARING S3.0 PROPERTY OF CAITLIN ROSE WALLS PERPENDICULAR TO FRAMING. PROVIDE DOUBLE JOIST OVER SHEAR ENGINEERING, LLC AND ARE NOT WALLS AND BEARING WALLS PARALLEL TO FRAMING. 2 29'-0" TO BE USED OR REPRODUCED, 7. REFERENCE HOLD-DOWN SCHEDULE FOR HOLD-DOWN INFORMATION, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. ANCHORAGE REQUIREMENTS, AND APPROVED ALTERNATIVES. COORDINATE 3 ALL HOLD-DOWN ANCHORAGE WITH THE FOUNDATION PLAN PRIOR TO POURING CONCRETE. S3.0 8. ALL CONSTRUCTION HARDWARE IS TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS WITH MANUFACTURER APPROVED FASTENERS, AND SHALL BE INSTALLED TO ACHIEVE THE HIGHEST PUBLISHED LOAD CAPACITY. " FOUNDATION NOTES 1 4 CUT & REMOVE EXISTING NOTE ! CONCRETE WALL FOR · VERIFY ALL DIMENSIONS AND FIELD CONDITIONS PRIOR TO COMMENCING 13'-10 ACCESS ALL FOUNDATION STEM WALLS ANY WORK. TO BE 6" W/ #4 @ 12" OC EA WAY · GENERAL CONTRACTOR AND/OR FOUNDATION CONTRACTOR SHALL VERIFY CENTERED IN WALL & STD HOOK THE LOCATION OF ANCHOR BOLTS AND HOLDOWNS PRIOR TO POURING INTO FTG CONCRETE. EXISTING FOUNDATION · ALL FOOTING SHALL BEAR 18" BELOW UNDISTURBED NATURAL SOIL. (no changes) FINISHED GRADE SHALL BE NO LESS THAN 12" ABOVE BOTTOM OF LEGEND FOOTINGS. STEM WALL · TOP OF FOOTING SHALL BE LEVEL. BOTTOM SURFACE OF FOOTING SHALL 1 NOT SLOPE MORE THAN 10%. STEP FOOTING AS NECESSARY TO MAINTAIN FOOTING MIN. DEPTH OF FOOTING BELOW FINISHED GRADE. 3 EXISTING · FOUNDATION WALL SHALL EXTEND MINIMUM 6" ABOVE FINISHED GRADE. 8 S3.0 REMOVAL · ALL WOOD IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. S3.0 · UNLESS NOTED OTHERWISE OR IN SHEAR WALL SCHEDULE, ALL ANCHOR ARLINGTON, WA BOLTS SHALL BE 12" dia. x 10" AND EXTEND MINIMUM 7" INTO CONCRETE WITH MINIMUM SPACING OF 48" ON CENTER. EACH ANCHOR BOLT SHALL 15'-9" HAVE A 3"x3"x.229" GALVANIZED WASHER. " 4 1 · SEE SHEARWALL & HOLDOWN SCHEDULES FOR SIZE AND PLACEMENT. 13'-9 PETERSON ADDITION · CRAWLSPACE ACCESS SHALL BE A MIN. OF 18"x24". OPENINGS THROUGH A PERIMETER WALL SHALL BE NOT LESS THAN 16"x24". (R408.4) 23 " · PROVIDE A 6 MIL. BLACK VAPOR BARRIER OVER ALL CRAWLSPACE AREAS. 4 (R406.3.2) 7810 192ND PL NE, ARLINGTON, WA 98223 · PROVIDE 2" SAND OVER 6 MIL BLACK VAPOR BARRIER OVER 4" COMPACTED GRANULAR FILL UNDER ALL CONCRETE SLABS. · PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS ARE IN PLACE. 4 DESIGNED BY CRW · ALL ISOLATED SPREAD FOOTING TO BE 24"x24"x8" REINFORCE FOOTINGS S3.0 DRAWN BY CRW VERIFY (E) FTG TO BE 16" W x 8" WITH (2) #4 BARS EACH WAY UNLESS NOTED OTHERWISE IN PLAN. THICK MINIMUM AT NEW POINT LOAD LOCATION · FOUNDATION WALLS THAT RETAIN EARTH AND ENCLOSE INTERIOR SPACES DATE AND FLOORS BELOW GRADE SHALL BE DAMPPROOFED FROM TOP OF 2/7/2025 FOOTING TO FINISHED GRADE. (R406.1) FOOTING SCHEDULE · SEE SIMPSON RECOMMENDATIONS FOR HOLD DOWN PLACEMENT. PHASE COORDINATE LOCATIONS WITH DOOR & WINDOW ROUGH FRAMING TO EXISTING GARAGE SLAB PROVIDE ACCURATE DIMENSION FOR OPENINGS. (no changes) MARK LENGTH WIDTH THICKNESS BOT REINF TOP REINF PERMIT FOUNDATION VENT CALCS. SF-16 16" CONT. 8" (2) #4 CONTINUOUS N/A SHEET TITLE (R408.1) F-1.5 1'-6" 1'-6" 6" (2) #4 EA WAY N/A FOUNDATION THE MINIMUM NET AREA OF VENTILATION OPENINGS SHALL NOT BE LESS THAN 1 SQUARE FOOT FOR EACH 300 SQUARE FEET OF UNDER-FLOOR AREA. REQUIRED OPENINGS SHALL BE EVENLY PLACED TO PROVIDE CROSS VENTILATION OF THE & SHEAR SPACE EXCEPT ONE SIDE OF THE BUILDING SHALL BE PERMITTED TO HAVE NO VENTILATION OPENINGS. HOLD DOWN SCHEDULE WALL PLANS ASSUMED VENTS ARE MIN. 15.5"x6" AND HAVE A NET FREE VENTILATION AREA OF .48 SQ. FT. MINIMUM HOLD DOWN OPTIONAL CAST-IN-PLACE POST-INSTALLED MIN END STUD MARK STEMWALL HARDWARE (SIMPSON AB DIAMETER STRONG-TIE) ALTERNATE ANCHORAGE ANCHORAGE REQUIRED SCALE FOUNDATION PLAN THICKNESS ---- LSTHD8 6" LSTHD8 OR LSTHD8RJ N/A HDU4 N/A N/A (2) 2X SCALE: 1/4" = 1'-0" SHEET NUMBER 5/8" Ø GR. 36 F1554 ATR W/ SET-3G/AT-XP EPOXY W/ HDU4 6" HDU4-SDS2.5 5/8" N/A SSTB16 (2) 2X 12.5" EMBED CENTERED IN STEMWALL S2.0 PROJECT NUMBER 25-03 POST, CAP & BASE SCHEDULE SYM. POST CAP BASE NOTES: FLOOR FRAMING PLAN NOTES; P-01 (1) 2x_ STUD w/ (1) TRIMMER (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER 1. ALL DUCTS, CHASES, PIPE, AND CONDUIT OPENINGS SHALL BE PER ARCHITECTURAL, MECHANICAL, PLUMBING, P-02 2x_ STUD w/ (2) TRIMMERS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER ELECTRICAL, AND SPRINKLER DRAWINGS. CONTACT EOR FOR APPROVAL OF ANY OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN IN THE STRUCTURAL DRAWINGS. P-03 (2) 2x_ STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. 2.RIMS BELOW SHEAR WALLS SHALL BE PER THE SHEAR WALL SCHEDULE, UNLESS NOTED OTHERWISE. ELSEWHERE, P-04 4x4 DF#2 BC4 PBS44 * OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF 10d @4"O.C. RIMS SHALL BE 1¼ “ LSL MINIMUM, UNO. P-05 6x6 DF #1 EPC6Z PBS66 3.REFERENCE GENERAL STRUCTURAL NOTES FOR ALL LUMBER, SHEATHING, AND ENGINEERED LUMBER GRADES. 4.FULLY BLOCK FLOOR CAVITY AT ALL POINT LOADS. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH NOTE: SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE FLOORS TO THE FOUNDATION. 5. TYPICAL TOP PLATE SPLICE: PROVIDE A MINIMUM 48” LAP W/ 16D @ 6” OC STAGGERED. 6.BEARING WALL TOP PLATE ELEVATION SHALL BE PER THE ARCHITECTURAL DRAWINGS. A B C BEAM SCHEDULE HANGER SCHEDULE 7. TYPICAL FLOOR SHEATHING SHALL BE 23/32” APA RATED PLYWOOD SHEATHING. LAY FACE GRAIN PERPENDICULAR TO FRAMING AND STAGGER PANEL END JOINTS. NAIL WITH 10D @ 6” OC PANEL EDGES AND 12” OC PANEL FIELD SYM. BEAM SYM. HANGER (UNBLOCKED). ALLOW 1/8” SPACE BETWEEN PANEL ENDS AND EDGES. BM-01 4x8 DF#2 OR BETTER H-01 LU210 / LUC210 9. ALL BEAMS ARE TO BE FRAMED FLUSH WITH JOISTS UNLESS NOTED AS “DROPPED” ON THE PLAN, INDICATING A DROPPED BEAM. BM-02 4x10 DF#2 OR BETTER NOTE: HANGERS NOT CALLED OUT IN ROOF 8 PLAN SHALL BE PROVIDED BY TRUSS 10. ALL CONSTRUCTION HARDWARE IS TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS WITH MANUFACTURER BM-03 GLB 5-1/2x10-1/2 24F-V4 ENGINEER APPROVED FASTENERS, AND SHALL BE INSTALLED TO ACHIEVE THE HIGHEST PUBLISHED LOAD CAPACITY. S3.0 3 7 02/06/2025 S3.0 © 2025 CAITLIN ROSE 12 ENGINEERING, LLC S3.0 11 ALL RIGHTS RESERVED 2x4 PONY WALL @16"O.C. S3.0 THESE DRAWINGS ARE THE SOLID BLOCKING PROPERTY OF CAITLIN ROSE OVER WALL ENGINEERING, LLC AND ARE NOT 2 TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. CUT & REMOVE EXISTING NOTE ! CONCRETE WALL FOR ACCESS P.L. POINT LOAD ABOVE. SOLID BLOCKING REQUIRED IN FLOOR FRAMING EXISTING FLOOR FRAMING (no changes) NOTE ! ALL FLOOR FRAMING MEMBERS TO BE 1 9.5" TJI 210 @ 16" O.C. (U.N.O.) 8 S3.0 LEGEND ARLINGTON, WA CONCRETE WALL UNDER WALLS/ FIXTURES OVER FLOOR PERIMETER PETERSON ADDITION FLOOR JOISTS HEADERS & BEAMS EXISTING REMOVAL 7810 192ND PL NE, ARLINGTON, WA 98223 DESIGNED BY CRW DRAWN BY CRW DATE 2/7/2025 PHASE PERMIT SHEET TITLE FIRST FLOOR FIRST FLOOR FRAMING FRAMING SCALE: 1/4" = 1'-0" PLAN SCALE ---- SHEET NUMBER S2.1 PROJECT NUMBER 25-03 12 12 6 MATCH MATCH 6 POST, CAP & BASE SCHEDULE SYM. POST CAP BASE NOTES: ROOF FRAMING PLAN NOTES: P-01 (1) 2x_ STUD w/ (1) TRIMMER (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER 1. PROVIDE SIMPSON H2.5A AT ALL ROOF FRAMING TO EXTERIOR WALLS. P-02 2x_ STUD w/ (2) TRIMMERS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. (8) 16d NAILS STUD TO HEADER 2. ALL DUCTS, CHASES, PIPE, AND CONDUIT OPENINGS SHALL BE PER ARCHITECTURAL, MECHANICAL, PLUMBING, P-03 (2) 2x_ STUDS (4) 16d NAIL (DBL. TOP PLATE) (4) 16d NAIL (TOE PLATE) 16d NAILS STAGGERED @ 12" O.C. ELECTRICAL, AND SPRINKLER DRAWINGS. CONTACT EOR FOR APPROVAL OF ANY OPENING IN FLOOR SHEATHING OR FRAMING MEMBERS NOT SHOWN IN THE STRUCTURAL DRAWINGS. P-04 4x4 DF#2 BC4 PBS44 * OPTION: 2x4 CLEAT EA. SIDE NAILED w/ (2) ROWS OF 10d @4"O.C. 3. REFERENCE GENERAL STRUCTURAL NOTES FOR ALL LUMBER, SHEATHING, AND ENGINEERED LUMBER GRADES P-05 6x6 DF #1 EPC6Z PBS66 4. FULLY BLOCK FLOOR CAVITY AT ALL POINT LOADS. VERIFY POINT LOADS ARE SUPPORTED CONTINUOUSLY THROUGH 16'-31 " 9'-81 " 2 2 FLOORS TO THE FOUNDATION. NOTE: SOLID BLOCKING BETWEEN FLOOR @ POINT LOAD BLOCKING TO BE EQUAL TO OR GREATER THEN THE POST ABOVE 5. TYPICAL TOP PLATE SPLICE: PROVIDE A MINIMUM 48” LAP W/ 16D @ 6” OC STAGGERED. 6. BEARING WALL TOP PLATE ELEVATION SHALL BE PER THE ARCHITECTURAL DRAWINGS. 7. TYPICAL ROOF SHEATHING SHALL BE 15/32” APA RATED PLYWOOD SHEATHING. LAY FACE GRAIN PERPENDICULAR TO BEAM SCHEDULE HANGER SCHEDULE FRAMING AND STAGGER PANEL END JOINTS. NAIL WITH 10D @ 6” OC PANEL EDGES AND 12” OC PANEL FIELD (UNBLOCKED). ALLOW 1/8” SPACE BETWEEN PANEL ENDS AND EDGES. A B C SYM. BEAM SYM. HANGER 8. ALL BEAMS ARE TO BE FRAMED FLUSH WITH JOISTS UNLESS NOTED AS “DROPPED” ON THE PLAN, INDICATING A BM-01 4x8 DF#2 OR BETTER H-01 LU210 / LUC210 DROPPED BEAM. REFERENCE [DETAIL] FOR DROPPED BEAM CONNECTIONS. 1 BM-02 4x10 DF#2 OR BETTER NOTE: HANGERS NOT CALLED OUT IN ROOF 9. ALL CONSTRUCTION HARDWARE IS TO BE INSTALLED PER MANUFACTURER'S INSTRUCTIONS WITH MANUFACTURER MATCH PLAN SHALL BE PROVIDED BY TRUSS APPROVED FASTENERS, AND SHALL BE INSTALLED TO ACHIEVE THE HIGHEST PUBLISHED LOAD CAPACITY. S3.1 2x6 TOP CHORD GABLE BM-03 GLB 5-1/2x10-1/2 24F-V4 ENGINEER TRUSS 3 GABLE MATCH ROOF PLAN NOTES 2 · SEE DESIGN LOADS AND/OR STRUCTURAL NOTES FOR S3.1 2 GROUND AND ROOF SNOW LOADS. TRUSS BLOCKING & SHTG PER SW-6 ABV SHEAR WALL S3.1 · FOR MANUFACTUREDED TRUSS ROOFS: ROOF PLAN IS FOR SCHEMATIC PURPOSES ONLY. ACTUAL ROOF PLAN TO BE DESIGNED AND ENGINEERED BY A LICENSED TRUSS 6:12 6:12 CEILING LINE ENGINEER. RAFTER FRAMING PER PLAN. MATCH MATCH 02/06/2025 RIDGE · TRUSS LAYOUT TO BE REVIEWED AND APPROVED BY THE TRUSS MANUFACTURER PRIOR TO CONSTRUCTION. © 2025 CAITLIN ROSE · LOCATE DOWNSPOUTS PER SITE CONDITIONS AND PER ENGINEERING, LLC GENERAL CONTRACTOR. REMOVE EXISTING ALL RIGHTS RESERVED OVERHANG · INSTALLATION OF ALL ROOFING AND WALL FLASHING THESE DRAWINGS ARE THE SHALL BE TO INDUSTRY STANDARDS AND IN COMPLIANCE PROPERTY OF CAITLIN ROSE WITH CURRENT CODES. BEARING WALL CEILING LINE ENGINEERING, LLC AND ARE NOT 2 TO BE USED OR REPRODUCED, · PROVIDE CONTINUOUS ALUMINUM GUTTERS ON FASCIA AS IN ANY MANNER, WITHOUT PRIOR SPECIFIED IN DETAILS. WRITTEN PERMISSION. 3 · SKYLIGHT SIZES, IF ANY, ARE APPROXIMATE. CONTRACTOR S3.1 REMOVE EXISTING GLASS DOOR TO VERIFY ACTUAL ROUGH OPENING SIZE PER FRAMING IN EXISTING CASE OUT EXISTING OPENING MANUFACTURER SPECIFICATIONS. OPENING · PROVIDE SOLID BLOCKING OVER ALL SUPPORTS. OVER FRAMING ON EXISTING ROOF FRAMING · PROVIDE MIN. 22"x30" ATTIC ACCESS WITH APPROVED WEATHERSTRIPPING. IF ACCESS IS IN A GARAGE, A SELF CLOSING MECHANISM MUST BE INCORPORATED. NOTE ! · 16d @ 8"o.c. END TRUSS TO TOP PLATES. (TYPICAL AT ALL ALL ROOF FRAMING MEMBERS TO BE GABLE ENDS) MANUFACTURED TRUSSES @ 24" O.C. (U.N.O.) · ATTICS WHERE THE MAX. CLEAR HEIGHT BETWEEN JOIST AND RAFTERS IS MORE THAN 42", OR WHERE THERE ARE VALLEY TWO OR MORE ADJACENT TRUSSES WITH THE SAME WEB 1 CONFIGURATION CAPABLE OF CONTAINING A RECTANGLE VALLEY S3.1 42" HIGH BY 24" WIDE OR GREATER, MUST BE CONSIDERED HEADER NOTE ! ATTIC WITH LIMITED STORAGE. 6:12 MATCH RIDGE HEADERS NOT CALLED · ATTIC SPACE SERVED BY A FIXED STAIR SHALL BE DESIGNED TO SUPPORT THE MIN. LIVE LOAD FOR SLEEPING 1 RIDGE OUT IN PLAN SHALL BE: ROOMS. P-01 P-01 6:12 MATCH EXISTING ROOF FRAMING (no changes) ATTIC VENTILATION CALCULATIONS VALLEY VALLEY ARLINGTON, WA VALLEY ATTIC VENTILATION (R806.1 & 806.2) LEGEND PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 150 SQ. FT. OF VALLEY ATTIC AREA. TRUSSES EXCEPTION: PROVIDE 1 SQ. FT. OF ATTIC VENTILATION FOR EACH 300 SQ. FT. OF RIDGE OVER FRAMING PETERSON ADDITION ATTIC SPACE WHEN NOT LESS THAN 40% AND NOT MORE THAN 50% OF THE REQUIRED VENTILATION AREA IS PROVIDED BY VENTILATORS WALLS UNDER LOCATED WITHIN THE UPPER PORTION OF THE ATTIC OR RAFTER SPACE. UPPER VENTILATORS SHALL BE LOCATED NOT MORE THAN 3 GABLE GABLE HEADERS & BEAMS FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACED MEASURED VERTICALLY WITH THE BALANCE OF THE REQUIRED ROOF LINES 7810 192ND PL NE, ARLINGTON, WA 98223 VENTILATION PROVIDED BY EAVE OR CORNICE VENTS. WHERE THE VALLEY GABLE EXISTING LOCATION OF WALL OR ROOF FRAMING MEMBERS CONFLICTS WITH THE INSTALLATION OF UPPER VENTILATORS, INSTALLATION OF MORE REMOVAL THAN 3 FEET BELOW THE RIDGE OR HIGHEST POINT OF THE SPACE GABLE SHALL BE PERMITTED. RIDGE DESIGNED BY CRW DRAWN BY CRW GABLE 4 DATE 2/7/2025 S3.1 PHASE RIDGE PERMIT SHEET TITLE ROOF FRAMING PLAN ROOF PLAN SCALE SCALE: 1/4" = 1'-0" FOR SCHEMATIC PURPOSES ONLY. ---- REFER TO TRUSS FRAMING PLANS PER MANUFACTURER AND PREPARED BY A LICENSED TRUSS ENGINEER. SHEET NUMBER GABLE S2.2 PROJECT NUMBER 25-03 POST PER PLAN STEM WALL REINF PER PLAN DOWELS TO MATCH STEM WALL AND (N) STEM WALL REINF SIMPSON FOOTING PER PLAN W/ 4" EMBED INTO (E) POST BASE ALTERNATE HOOK 12" Ø SONOTUBE PIER AS STEM WALL DIRECTIONS, TYP REQ'D TO ACHIEVE FROST DEPTH. PROVIDE #3 HOOPS LAP SPLICE AND DEVELOPMENT LENGTHS @ 8" OC AND (3)#4 VERTICAL SPLICE STD HOOK 2'-0" TYP BARS INTO FOOTING. f'c = 2500 PSI PER 1/S3.0 EXISTING STEM WALL DEVELOPMENT LENGTH, AND FTG CLASS B SPLICE, Ls BAR SIZE Ld Ldh STANDARD TOP STANDARD TOP #3 18 23 23 30 9 #4 24 31 31 41 12 #5 30 39 39 51 15 SPLICE T/GRADE #6 36 47 47 61 18 PER 1/S3.0 SPLICE CORNER BARS TO PER 1/S3.0 MATCH WALL HORIZ REINF NOTES: FOUNDATION & 1. UNCOATED REBAR AND NORMAL WEIGHT CONCRETE. REINF PER PLAN 2. TOP BAR INDICATES THE HORIZONTAL BAR WITH MORE THAN 12" OF 1'-6" MIN B/FTG TO T/GRADE FRESH CONCRETE BELOW. 3. Ldh INDICATES HOOKED BAR DEVELOPMENT LENGTH. WALL SIZE & REINF PER PLAN ALIGN BOT OF (N) FTG FIELD VERIFY 18" MIN COMPETENT NATIVE SOIL OR WITH (E) FTG FOOTING DEPTH COMPACTED STRUCTURAL FILL BOT OF FTG TO BE 18" MIN BELOW FINISHED GRADE LAP SPLICE & DEVELOPMENT LENGTH CONCRETE CORNER REINFORCING NEW TO EXISTING FOUNDATION DECK POST AT FOOTING WITH SONOTUBE 02/06/2025 1 2 3 4 SCALE: 1/4" = 1'-0" SCALE: 3/4" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1 1/2" = 1'-0" © 2025 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED WOOD-FRAMED SHEAR WALL SCHEDULE FLOOR SHEATHING SW PER PLAN THESE DRAWINGS ARE THE HEM FIR - 8d NAILING FLOOR SHEATHING SW PER PLAN PROPERTY OF CAITLIN ROSE PER PLAN REFERENCE SHEAR WALL ENGINEERING, LLC AND ARE NOT PER PLAN REFERENCE SHEAR WALL SCHEDULE FOR REMAINING TO BE USED OR REPRODUCED, SCHEDULE FOR REMAINING IN ANY MANNER, WITHOUT PRIOR APA RATED FRAMING CLIP FRAMING BLOCKING ALLOWABLE FULL HEIGHT BLOCKING INFORMATION INFORMATION WRITTEN PERMISSION. EDGE NAILING BOTTOM BOTTOM PLATE RIM BOARD ANCHOR TO SILL PLATE AT SHEAR @ 4'-0" OC MAX SW TYPE WALL TO WALL AT PANEL AT PANEL (EN) PLATE ATTACHMENT THICKNESS & GRADE FOUNDATION FOUNDATION SHEATHING BELOW EDGES EDGES CAPACITY(PLF) PROVIDE DIAPHRAGM EDGE NAILING AT RIM BOARD PER SW SCHED RIM BOARD PER SW SCHED [3] [8] [3] [3] [5] [3] [12] SEISMIC WIND BLOCKING FLOOR JOISTS PT SILL PLATE 1-1/4" 1.55E PT SILL PLATE SW-6 15/32" 8d @ 6" OC 2X 16d SINKER @ 4" OC LTP5 @ 18" OC 2X 2X 5/8" Ø @ 48" OC PT 2X 242 339 FLOOR JOISTS PER PLAN AND ANCHOR BOLT TIMBERSTRAND LSL AND ANCHOR BOLT PER PLAN PER SHEAR WALL PER SHEAR WALL TYP STEM WALL 1-3/4" 1.55E SCHEDULE SW-4 15/32" 8d @ 4" OC 2X 16d SINKER @ 3" OC LTP5 @ 12" OC 2X 2X 5/8" Ø @ 32" OC PT 2X 353 495 SCHEDULE 2'-6" MAX UNBALANCED TIMBERSTRAND LSL TYP STEM WALL SOIL HEIGHT 16d SINKER (2) ROWS @ 4" 1-3/4" 1.55E 2'-6" MAX UNBALANCED SW-3 15/32" 8d @ 3" OC 2X LTP5 @ 10" OC 2X 2X 5/8" Ø @ 24" OC PT 2X 456 637 SOIL HEIGHT OC STAGG TIMBERSTRAND LSL HD ANCHOR EMBED TO HD ANCHOR EMBED BE FROM T/FTG SDWS22600DB 3-1/2" 1.55E TO BE FROM T/FTG SW-2 15/32" 8d @ 2" OC 3X LTP5 @ 8" OC 3X 3X 5/8" Ø @ 24" OC PT 3X 595 832 @ 6" OC TIMBERSTRAND LSL COMPETENT NATIVE SOIL OR COMPETENT NATIVE SOIL OR CONC STEM WALL & FTG CONC STEM WALL & FTG COMPACTED STRUCTURAL FILL 15/32" EA SDWS22600DB (2) ROWS @ 3-1/2" 1.55E COMPACTED STRUCTURAL FILL REFERENCE PLAN FOR DIMS AND 2SW-4 8d @ 4" OC 3X LTP5 @ 6" OC 2X 3X 5/8" Ø @ 20" OC PT 3X 707 990 REFERENCE PLAN FOR DIMS SIDE 10" OC STAGG TIMBERSTRAND LSL REINFORCEMENT B/FTG TO BE AND REINFORCEMENT B/FTG 2'-0" MIN BELOW FINISHED GRADE 15/32" EA SDWS22600DB (2) ROWS @ LTP5 @ 8" OC & 3-1/2" 1.55E NOTE: REFERENCE SHEAR WALL TO BE 2'-0" MIN BELOW NOTE: REFERENCE SHEAR WALL 2SW-3 8d @ 3" OC 3X 2X 3X 5/8" Ø @ 16" OC PT 3X 911 1274 SIDE 8" OC STAGG A35 @ 8" OC TIMBERSTRAND LSL SCHEDULE AND KEY DETAIL FOR FINISHED GRADE SCHEDULE AND KEY DETAIL FOR REMAINING INFORMATION. REMAINING INFORMATION. ARLINGTON, WA 15/32" EA SDWS22600DB (2) ROWS @ LTP5 @ 8" OC & 3-1/2" 1.55E 2SW-2 8d @ 2" OC 3X 3X 3X 5/8" Ø @ 12" OC PT 3X 1190 1665 SIDE 6" OC STAGG A35 @ 8" OC TIMBERSTRAND LSL PETERSON ADDITION NOTES: TJI PARALLEL ON TOP OF STEM WALL TJI PERPENDICULAR ON TOP OF STEM WALL 1. ALL FRAMING MEMBERS AND BLOCKING SHALL BE 2” NOMINAL OR GREATER, PER THE SHEAR WALL STUD WALL FRAMING 7 SCALE: 3/4" = 1'-0" 8 SCALE: 3/4" = 1'-0" SCHEDULE ABOVE. ALL JOINTS IN SHEATHING SHALL OCCUR OVER AND BE FASTENED TO COMMON FRAMING MEMBERS OR COMMON BLOCKING. WALL FRAMING 7810 192ND PL NE, ARLINGTON, WA 98223 BOTTOM PLATE ATTACHMENT 2. FOR BUNDLED END STUDS, STITCH NAIL TOGETHER WITH FASTENER DIAMETER AND SPACING TO MATCH SHEAR WALL WHERE ADD'L NAILING AS REQ'D THE BOTTOM PLATE NAILING TO RIM. SHEAR WALL SHTG SIMPSON ITS OCCURS PER PLAN PER SW SCHEDULE 3. IN LIEU OF 3X FRAMING, (2) 2X FRAMING MEMBERS MAY BE USED PROVIDED THEY ARE FASTENED PER PLAN ABOVE HANGER, TYP BOTTOM PLATE TOGETHER WITH FASTENER, DIAMETER, AND SPACING TO MATCH THE BOTTOM PLATE NAILING TO RIM. DESIGNED BY CRW EDGE NAILING PER SHEAR WALL 4. ALL NAILS ARE COMMON, UNLESS NOTED OTHERWISE. NAILS SHALL BE DRIVEN WITH THE HEAD OF THE PROVIDE (2) LAYERS OF DRAWN BY CRW NAIL FLUSH WITH THE SURFACE OF THE SHEATHING. OTHER APPROVED FASTENERS SHALL BE DRIVE AS FLOOR RIM BOARD 40# BLDG PAPER BETWEEN SCHEDULE REQUIRED FOR PROPER INSTALLATION OF THAT FASTENER. FRAMING SHEATHING SPLICE JOIST AND CONCRETE, TYP SHTG PER PLAN DATE 5. FOUNDATION ANCHOR BOLTS SHALL HAVE A GALVANIZED STEEL PLATE WASHER UNDER EACH NUT NOT FRAMING CLIP PT SILL PLATE 2/7/2025 LESS THAN 0.229”x3”x3” IN SIZE. PROVIDE A MINIMUM 6” ANCHOR BOLT EMBEDMENT INTO THE DIAPHRAGM FULL HT SOLID BLKG @ FOUNDATION. PROVIDE AN ANCHOR BOLT AT EACH END OF EACH SILL PLATE WITH AN END DISTANCE OF EDGE NAILING AND ANCHOR BOLT PONY WALL EDGE NAILING 6”. PER SHEAR WALL FLOOR SHEATHING PHASE DOUBLE TOP PL FLOOR SHTG 8" 6. ALL SHEAR WALL PANELS SHALL NOT BE LESS THAN 4'X8', EXCEPT AT BOUNDARIES AND CHANGES IN SHEAR WALL SHTG MIN SCHEDULE PER PLAN PERMIT PER PLAN FRAMING. ALL EDGES OF ALL PANELS SHALL BE SUPPORTED BY AND FASTENED TO FRAMING MEMBERS PER PLAN BELOW T/GRADE OR BLOCKING. SHEET TITLE STUD WALL FRAMING 7. NAILS SHALL BE LOCATED AT LEAST 3/8” FROM THE PANEL EDGES. REFERENCE SCHEDULE ABOVE AND FLOOR JOISTS STRUCTURAL PLAN FOR EDGE NAIL SPACING. NAILS AT THE INTERMEDIATE FRAMING MEMBERS SHALL BE THE SAME EDGE NAILING PER PLAN SIZE AS NAILS SPECIFIED FOR THE PANEL EDGE NAILING. THE MAXIMUM NAIL SPACING AT INTERMEDIATE SILL PLATE T/GRADE SECTIONS & FRAMING MEMBERS IS 12” OC. THE MAXIMUM STUD SPACING IS 16” OC. FLOOR JOISTS 8. ALL FRAMING CLIPS AND HARDWARE MUST BE INSTALLED PER THE MANUFACTURER'S INSTALLATION DETAILS INSTRUCTIONS TO OBTAIN THE MAXIMUM HARDWARE CAPACITY. 18" MIN 2'-0" MIN PER PLAN 9. EDGE NAILING IS REQUIRED IN ALL HOLDOWN POSTS. EDGE NAILING IS REQUIRED TO EACH STUD USED ANCHOR BOLT CRAWL SPACE FOOTING DEPTH IN BUILT UP HOLDOWN POSTS. PONY WALL PER PLAN 10. WHERE PANELS ARE APPLIED ON BOTH SIDES OF A SHEAR WALLAND NAIL SPACING IS LESS THAN 6” OC, SCALE PANEL JOINTS SHALL BE OFFSET TO FALL ON DIFFERENT FRAMING MEMBERS. ALTERNATIVELY, THE 5/8" ANCHOR BOLTS @ 48" OC FOOTING PER PLAN ---- WIDTH OF THE NAILED FACE OF FRAMING MEMBERS SHALL BE 3” NOMINAL OR GREATER AT ADJOINING COMPETENT NATIVE SOIL OR CONC STEM WALL & FTG PANEL EDGES. COMPACTED STRUCTURAL FILL REFERENCE PLAN FOR SHEET NUMBER 11. NAILS AT ALL PANEL EDGES SHALL BE STAGGERED. DIMENSIONS AND 12. PROVIDE HOT DIPPED GALVANIZED NAILS AND FRAMING CLIPS AT PRESSURE TREATED LUMBER. NOTE: REFERENCE SHEAR WALL SCHEDULE AND KEY KEY DETAIL REINFORCEMENT 13. REFERENCE KEY DETAILS FOR ADDITIONAL INFORMATION. DETAIL FOR REMAINING INFORMATION AT SHEAR WALLS. S3.0 SHEAR WALL SCHEDULE TJI PERPENDICULAR AT STEM WALL TJI PERPENDICULAR PONY WALL 9 11 12 PROJECT NUMBER SCALE: 1/4" = 1'-0" SCALE: 1" = 1'-0" SCALE: 3/4" = 1'-0" 25-03 (2) 2X8 RIDGE BEAM (7'-0" MAX CLR SPAN) SHEATHING & DIAPHRAGM FASTEN TO VALLEY BOARDS W/ (2) NAILING PER PLAN FASCIA PER SHEATHING & NAILING A35. FASTEN TO GABLE END TRUSS ARCH PER PLAN 2x4 BLKG W/ 8d @ 4" OC SHTG TO W/ LUS28-2 HGR SHEATHING PER PLAN BLKG & (2) 16d END NAILS EA END DIAPHRAGM EDGE NAILING (USE (2) 2X10 WHEN 2X8 RAFTERS ARE REQ'D SPACING @ BLOCKING, TYP W/ 7'-0" MAX CLR SPAN) DIAPHRAGM EDGE NAILING 2' MAX @ BLOCKING, TYP PER PLAN FULL HEIGHT SOLID BLKG ROOF SHTG PER PLAN VENTING PER ARCH SIMPSON LSU26 DIAPHRAGM VENTING PER ARCH RAFTER HANGER EDGE NAILING MAX (3) 2" Ø HOLES MAX (3) 2" Ø HOLES PER FULL LENGTH BLOCK FULL HT PER FULL LENGTH BLOCK A35 EA RAFTER 1 2x4 OUTRIGGER BLOCKING FASCIA 1 (MIN) @ 24" OC TO VALLEY BOARD BEYOND PER 2 (MAX) SHEAR WALL FASCIA PER ARCH DIAPHRAGM ARCH EDGE NAILING 2X6 RAFTERS @ 24" OC EDGE NAILING H2.5A @ EA OUTRIGGER (8'-0" MAX CLEAR SPAN - PROVIDE INTERMEDIATE GABLE END SUPPORT TO FRAMING TRUSS BELOW AT SPANS 2x4 BLKG @ 48" OC GREATER THAN 8'-0") SIMPSON H2.5A CLIP 2x4 DIAGONAL BRACE @ W/ (2) 16d END REFERENCE ARCH FOR ROOF SHTG REFERENCE ARCH FOR EA TRUSS TO 4' OC W/ (4) 10d FACE NAILS EA END TRUSS PER PLAN TRUSS PROFILE & OUTRIGGER ROOF FRAMING TRUSS PROFILE & SUPPORT NAILS EA END. 6'-0" MAX SHEAR WALL SIMPSON H2.5A CLIP 24" OC MAX SPACING OUTRIGGER TRUSS PER PLAN SPAN EDGE NAILING EA TRUSS TO WALL FRAMING CLIPS 2X4 VALLEY BOARD FULL HT 2x BLKG @ 24" OC PER SHEAR WALL @ EDGE OF FRAMING ROOF TRUSS DOUBLE TOP PLATE W/ (2) 16d NAILS EA END BEAM PER PLAN SCHEDULE W/ 16d @ EA BLOCK & PER PLAN, TYP 2X8 VALLEY BOARD W/ @ EA TRUSS. SHEAR WALL PER PLAN (2) 16d NAILS @ EA BLOCK & STAGGER NAILING SHEAR WALL PER PLAN & SHEAR WALL SCHEDULE @ EA (E) ROOF RAFTER SW AT GABLE END TRUSS SW AT PERPENDICULAR TRUSS ROOF OVERFRAMING ROOF TRUSS TO BEAM 02/06/2025 1 2 3 4 SCALE: 1" = 1'-0" SCALE: 1 1/2" = 1'-0" SCALE: 1" = 1'-0" SCALE: 1 1/2" = 1'-0" © 2025 CAITLIN ROSE ENGINEERING, LLC ALL RIGHTS RESERVED THESE DRAWINGS ARE THE PROPERTY OF CAITLIN ROSE ENGINEERING, LLC AND ARE NOT TO BE USED OR REPRODUCED, IN ANY MANNER, WITHOUT PRIOR WRITTEN PERMISSION. ARLINGTON, WA PETERSON ADDITION 7810 192ND PL NE, ARLINGTON, WA 98223 DESIGNED BY CRW DRAWN BY CRW DATE 2/7/2025 PHASE PERMIT SHEET TITLE STRUCTURAL SECTIONS & DETAILS SCALE ---- SHEET NUMBER S3.1 PROJECT NUMBER 25-03 Community and Economic Development Building Division Building construction shall not commence until permit INSPECTION RECORD SHALL REMAIN AT JOB holder or agent has posted this Inspection Record Card in a SITE conspicuous place on the premises. OWNER: CONTRACTOR: JOB ADDRESS: OWNER ADDRESS: USE of BUILDING: SFR PLAT NAME: Description of Work: LOT # PERMIT NO: Sprinklered: CONDITIONS: DATE ISSUED: TYPE GROUP DEPARTMENT INSPECTION DATE DATE PASS FAIL INITIALS FOOTING BUILDING FOUNDATION INSPECTION LINE UNDERFLOOR (360) 403‐3417 SHEARWALL PLUMBING (groundwork) GAS PIPING (groundwork) ROUGH PLUMBING ROUGH GAS PIPING ROUGH HEATING & VENTILATION FRAMING INSULATION WALLBOARD (SHEAR/RATING) ROOF DRAINAGE DEVELOPMENT STORM INFILTRATION SERVICES GRADING INSPECTION LINE CURB GUTTER & SIDEWALK (360) 403‐3417 LANDSCAPE DRIVEWAY SEWER INSPECTION SIDE SEWER LINE SEWER CLEANOUT/FINAL (360) 403‐3508 WATER SERVICE INSPECTION WATER INSPECTION LINE WATER SERVICE FINAL (360) 403-3526 CROSS CONNECTION FINAL (360) 403‐3417 FINAL INSPECTION All sections must be signed off prior to final inspection Electrical must be signed off prior to final inspection COMMENTS: Permit #: 6476 Permit Date: 05/01/25 Permit Type: RESIDENTIAL ADDITION Project Name: Peterson Applicant Name: Chris Peterson Applicant Address: 7810 192nd Pl NE Applicant, City, State, Zip: Arlington, WA 98223 Contact: Chris Peterson Phone: 425-478-6508 Email: cpeterson750@gmail.com Scope of Work: Residential single-family addition Valuation: 200000.00 Square Feet: 614 Number of Stories: 1 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 08/29/2025 Permit Expires: 02/27/2026 Form Permit Type: RESIDENTIAL ADDITION Status: ISSUED Assigned To: Kristin Foster Property Parcel # Address Legal Description Owner Name Owner Phone Zoning PETERSON 100 SINGLE 31051400402600 7810 192ND PL NE CHRISTOPHER FAMILY DAVID/RACHEL RESIDENCE Contractors Contractor Primary Contact Phone Address Contractor Type License License # 7810 192nd Pl CONSTRUCTION Toolworks Construction Chris Peterson 425-478-6508 COA 605120123 NE CONTRACTOR 7810 192nd Pl CONSTRUCTION Toolworks Construction Chris Peterson 425-478-6508 L&I TOOLWCL775MC NE CONTRACTOR 20221 67TH AVE CONSTRUCTION COZY HEATING Vince Willett 360-435-4904 City of Arlington 601 088 561 NE CONTRACTOR 20221 67TH AVE CONSTRUCTION LABOR & COZY HEATING Vince Willett 360-435-4904 COZYHI*122MM NE CONTRACTOR INDUSTRIES Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status R00. HEAT PUMP / 11/19/2025 11/20/2025 11/20/2025 BUILDING Approved AC UNIT FINAL R07. PLUMBING 11/19/2025 11/20/2025 Assigned ROUGH-IN 11/03/2025 R06. SHEARWALL 11/04/2025 11/04/2025 BUILDING Approved 09/25/2025 R05. UNDERFLOOR 09/26/2025 09/26/2025 BUILDING Approved R03. 09/09/2025 09/10/2025 09/10/2025 BUILDING Completed FOUNDATION/SLAB 09/03/2025 C02. FOOTINGS 09/05/2025 09/05/2025 BUILDING Approved Plan Reviews Date Review Type Description Assigned To Review Status Approved with 05/01/2025 RESIDENTIAL ADDITION Approved with minor red-line BUILDING Conditions It is the applicant/owner’s responsibility to ensure that stormwater runoff from new/replaced impervious surfaces Development Approved with 05/01/2025 RESIDENTIAL ADDITION will be managed on-site in a manner that does not Services Manager Conditions adversely affect neighboring properties, 05/01/2025 RESIDENTIAL ADDITION No land use concerns. PLANNING Approved Fees Fee Description Notes Amount Building Plan Review Table 4-2 $1,520.18 Processing/Technology $25.00 Building Permit Table 4-1 $2,338.74 State Surcharge - 1st DU Residential - 1st Unit $6.50 Credit Card Service $45.61 Credit Card Service $71.11 Total $4,007.14 Attached Letters Date Letter Description 08/28/2025 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 05/01/2025 Christopher Peterson 230260440 $45.61 XBP Conf: 05/01/2025 $1,520.18 230260440 08/28/2025 Christopher Peterson 241461481 $71.11 XBP Conf: 08/28/2025 $2,370.24 241461481 Outstanding Balance $0.00 Notes Date Note Created By: 05/01/2025 Verify Contractor's COA license prior to issuance. Need Plumber's L&I and COA license info. Kristin Foster 05/01/2025 Chris emailed to use his license for the plumbing. Kristin Foster Uploaded Files Date File Name 09/25/2025 28457332-Shared Voicemail (Building Inspection Line).msg 05/01/2025 25724818-20250501_BLD6476_Plans.pdf 05/01/2025 25724816-20250501_BLD6476_Application.pdf