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Home My WebLink About17723 82ND DR NE_BLD20120092_2026 BUILDING INSPECTION REPORT Gtic Y �� Permit No. I P-—069'�' ` Address: 1 -772 .3 8c9-n` Dr y Contractor: en Go le-, Nc'c0 Owner: n GO re.., Date: r _22 — 12� APPROVAL ® PARTIAL APPROVAL ® VIOLATION Ij CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: e ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in Final ® Masonry ® Drainage ® Insulation ® Other: . f • ♦ A •r .:41 Pfo i BUILDING INSPECTION REPORT G1TY �� Permit No.guaaf-)I Z &OC12- Address: / Z1Y 6 a? AI O Contractor: Owner: Date: �p Z APPROVAL PARTIAL APPROVAL ® VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-43"674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: 77 i 2 ® Under-floor ® Framing ® Gas Piping ® Footing Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ®Drainage ® Insulation ® Other: : 3ni ar:�i ;� i - • '3 � w AV, BUILDING INSPECTION REPORT G1T Y �� Permit NO& j 2-00 C1,z Address: ZIk DIZ N — 7 O Contractor: C(� ►2L, LrNG"� Owner: Date: —C —(Z APPROVAL ® PARTIAL APPROVAL ffo VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before U.0` off- Inspector: ,.- Date: s Y ® Under-floor/ r ® Framing ® Gas Piping 87- - oting ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: �a 2 S, ��:1 1 r.,° M•i{ it�� t, :.�1'.: _ i I �s � L BUILDING INSPECTION REPORT 4Y�7 Permit No. 12- - DO97, Address: ] 7 -3 92.f1 ' Dvr M0 Contractor: Enco� Owner: E,)CoM Date: L4 - 3p - IL APPROVAL ® PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before nC pz*% � Inspector: ��..� � Date: .3o Z ® Under-floor ® Framing ® Gas Piping Footing ® Drywall, nailing ® Consultation Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: • - , ., - - ..... _' 1 ��,i'� _ . : -�- - . �`-!;. Sir. — - t •Ate. •-� . • } l �- . . i�. � � { •., .. -ay-p� .�. 7 r.:4:_. c- �LI i(..•- .a. h�'• CITY OF ARLINGTON 238 N.OLYMPIC AVE.-ARLINGTON,WA 98223 PHONE:(360)403-3551 BUILDING PERMIT Address:17723 82ND DR NF,ARLINGTON Permit#:BLD2 0120092 Parcel#:01047900004700 Valuation:$274,000.00 OWNER APPLICANT CONTRACTOR ENCORE HOMES,INC ENCORE HOMES,INC ENCORE HOMES,INC KEITH HOYER KEITH HOYER KEITH HOYER 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 keith@encorehomesinc.com keith@encorehomesinc.com Lie#:ENCORHI914NS Exp:8/10/2013 PUMING CONTRACTOR MECHANICAL CONTRACTOR SOUNDVIEW PLUMBING ENCORE HOMES,INC 5917 195TH ST NE 3 KEITH HOYER Arlington,WA 98223 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 Lie#:soundvp0033nf Exp:6/13/2013 Lie#:ENCORHI914NS Exp:8/10/2013 JOB DESCRIPTION SINGE FAMILYRESIDENCE,MAGNOLIA MEADOWS,DNSION 1,PHASE 2,LOT 47 PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLINGUNITS: 1 OCC GROUP: R-3 CODE: 2009 IRC OCC LOAD: N/A PERMIT APPROVAL 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.IBC110/IRCI 10. SALES TAX NO TICS Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlin on#3101. Sig ire Print Name Date Released y ale ARCHIIVE = APPLICANT F--j ASSESSOR OTHER BLD20120092 CONDMONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CON STRUC-nONON THE PUBLIC DOMAIN(CURBS, SIDEWALKS, DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • Replace the brass fitting on the tail piece. • See job copy of plans for additional information. PERMIT FEES — — Date Description Fee Amount I'aW 13a1ance [)tic 3/1 6120 1 2 Plumbing Permit Fee $217.00 $0.00 $217.00 3/16/2012 Mechanical Permit Fee $110.00 $0.00 $110.00 3/16/2012 Building Permit Fee(QTY. 1) $2,521.92 $0.00 $2,521.92 3/16/2012 Building Plan Check Fee(QTY:1) $1,639.25 $0.00 $1,639.25 3/1 6120 1 2 State Building Code Surcharge(QTY. 1) $4.50 $0.00 $4.50 Total Due: $4,492.67 $0.00 $4,492.67 CALL FOR INS PECnONS BUILDING/INGINMUNC./PARKS/UI'ILTM/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please lease the following information: Permit Number,Job Site Address,Type of inspection being requested,Contact Name and Phone Number,Date Prefereed,and whether you prefer morning or afternoon. None BLD20120092 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120092 OWNER: ENCORE HOMES, INC-HOYER, KEI... STATUS:APPLIED - � ADDRESS: 17723 82ND DR NE, ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 3/12/2012 SCREENS: Select Screen. FUNCTIONS: Select Permit Function... - SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE I LAST (#) REQ?'DO... ASSIGN I REMOVE 1002 P-Engineering I LPETER... 3/19/2012 0 Y N Assign Remove 2000 C-Building I CYCLING 3/19/2012 0 Y N Assign Remove https:Hcoapennits.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit Rev... 3/12/2012 ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington a 238 N Olympic Ave. a Arlington,WA 98223 a Phone (360)403 3551 a FAX(360)403 3418 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: ED Residential Addition ED Residential Alteration Also Inclluding: 0 Plumbing Mechanical Project Address: 1�Z J !� '�7 �f' N e' Parcel ID#: 01047900004700 Lot#: Subdivision: Magnolia Meadows Project Description: New Single Family Residence Valuation: Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: 1801 Grove St.unite City: Marysville State: WA Zip Code: 98270 Contact Person:Keith Hoy,,r Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinccom Address: City: State: Zip Code: Building Area(Sq Ft): let Floor: 1331 2nd Floor: 1059 3rd floor: �f Deck: Garage/Carport: �;>'- 1 Basement: Project Valuation: Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City: Marysville State WA Zip Code 98270 Contractor's License Number: ENCORHI914NS Expiration. 8H3 Plumbing Contractor-Soundview Plumbing Phone Number: (360)658-99005917 Address: 5917 195th St.N.E.3 City: Arlington State: WA Zip Code: 98223 Contractor's License Number: SoundVP033NF Expiration: Mechanical Contractor: Phone Number: Address: City: State: Zip Code: Contractor's License Number, Expiration: o RECEIVED I hereby certify that the /bove information is correct and that the construction on, and the occupancy and the use of the above- described property will b in accordance with the laws,rules and regulation of the State of Washington. MAR 12 2012 9/26/11 Apoants Signature Date OA Engineering Dept. Keith Fioyer ?? b� fo �IZ Print Applicants Name v!llN FOR STAFF USE ONLY d Receipt# Date Received Permit#I Accted By Amount Receive ,� ,: �.r� I � � � RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 Number of Plumbing Fixtures (including Rough Ins Accessory Main Unit#X Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Units Multiplier Bar Sink X 1.0 = Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 1 X 1.5 = 3 Laundry Sink X 1.5 = Lavatory(Bathroom Sink) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 35 Units Traps(other than above items) Column Totals 16 Estimated Project Valuation Building Square Footage 2390 1st Floor 1331 2nd Floor 1059 3rd Floor Basement Deck Garage 429/659 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 80 feet. C. Difference in elevation between meter and highest fixture: 12' feet above meter or feet below meter D. Pressure in str et main: psi.(Measure with gauge or check with Water Department) I hereby certify that t above information is correct and that the construction on, and the occupancy and the use of the above- described propertyr,will be in accordance with the laws, rules and regulation of the State of Washington. 9/26/11 Ap I icants Signature Date 8 �- ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: ❑✓ Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies(WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist,the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: 0 New Residential ® Addition/Alteration Project Description:New Single Family Residence Project Address: i�� J �r . IV (�P Parcel lD#: 01047900004700 Owner: Encore Homes, Inc. Phone Number: (360)659-1579 Address: 1801 Grove St. Unit B City: Marysville State: WA Zip Code 98270 Contact Person: Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 -E-mail: keith@encorehomesinc.com Address same as owner City: State: Zip Code: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimming Pool ❑ Other Authorized Signature: Date: 9/26/11 For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES ❑ NO ❑ 2390 ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 Please use this checklist to ensure that all necessary information is provided for review of your project. ✓� One (1) completed Single Family Residential Building Permits Application Two (2) accurate fully dimensioned plot plans �✓ Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 1 i•. ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) 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 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑✓ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1 Two (2) complete sets of plans on 8.5" X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑✓ FOUNDATION PLAN (Minimum '/4" Scale) 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. 1o. 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. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Notel Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum#4 rebar at top and minimum#4 rebar at bottom of footing. C. FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 �f RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington•238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑✓ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 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 R311 of 2006 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. E. ❑✓ STRUCTURAL NOTES i. 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. F. ❑✓ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑✓ 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. 4 r. r RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 •Phone(360)403 3551 • FAX(360)403 3418 6_ Indicate the pitch of the roof. H. ✓❑ DOORS &WINDOWS i. 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. 1. ✓❑ WASHINGTON STATE ENERGY CODE i. Provide one (1) copy of the WSEC &VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 -' RESIDENTIAL PERMIT SUBMITTAL �► Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360)403 3551 or by email to Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. 1 acknowledge that all items desi 'nated as submittal requirements must accompany my Building Permit Application to be considered a omplete submittal. Signature: Date: 9/26/11 Owner/ er's Representative Company: Phone: (360)659-1579 6 r. V ;. RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 •FAX(360)403 3418 Community Development Single Family Residence Building Permit Supplemental Checklist 1. Plat name, if applicable. 2. Vicinity map. 3. Zoning of property. 4. Front, rear, and side yard setbacks. 5. Garage setbacks. NOTE: All residential driveways taking access from a public road (not including alleys) shall be a minimum of 22 feet in length. 6. Building height. 7. A break down of lot coverage by building. 8. All critical areas, if applicable, with designated setbacks and buffers. 9. Two (2) shade trees per lot are required for Residential Low/Moderate Density, Residential Moderate Density, and Old Town zoning. (20.76.124) a.) If street trees are present, or are required to be installed as part of the building permit, said street trees may count toward one of the trees required. b.) At least one of the required trees shall be planted near the rear property line of the lot. c.) Non street trees shall be native species, have a minimum 2 inch diameter breast height, and attain a minimum height of 25 feet at maturity. 10 w RESIDENTIAL MECHANICAL ` PERMIT APPLICATION Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) SETS OF SPECIFICATION SHEETS AND TWO(2) SETS OF WASHINGTON STATE ENERGY CODE(if applicable). Project Valuation: (J 2'b _b/�� !. I V, 01047900004700 Project Acidress:L1 �� \1 Parcel ID#: Lot#: _` Subdivision: Magnolia Meadows Project Description: New Single Family Residence Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City: Marysville State: WA Zip Code: 98270 Contact Person:Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: kekh@encorshomesinc.com Address: sameasowner City: State: Zip Code: Please List quantity of fixtures below: + FURNACE UP TO 100K BTU CLOTHES DRYER 3 GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE SUSPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR SOLID-FUEL APPLIANCE BOILER UP TO 4-15 HP AIR HANDLING UP TO 10K CFM FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 10K CFM VENTILATION SYSTEM HEAT PUMP s VENTILATION FANS OTHER + VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St Unit B City: Marysville State: wA Zip Code: 98270 Contractor's License Number: Expiration: 6/13 1 hereby certify that the abo information is correct and that the construction on, and the occupancy and the use of the above- described property will be' accordance with the laws,rules and regulation of the State of Washington. 9/26/11 Applicants Signature Date IVIAII 1 L ZU11 Keith Hoyer COA Engineering Dept. Print Applicants Name FOR STAFF USE ONLY Permit# Accep Amount Received Receipt# Date Received 2010 CJY RESIDENTIAL MECHANICAL , PERMIT APPLICATION Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 •Phone(360)403 3551 • FAX(360)403 3418 Use this checklist to ensure that all necessary information is provided for review of your project. Please be advised that the 2009 WA State Energy Code is now the current code used to review your submittal. Requirements for Submittal (Complete for chance-out only * ): ❑✓ Completed residential mechanical permit application* Q Mechanical Appliance cut sheets* ❑✓ Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx 0✓ Appliance location and distribution details, including gas piping info Required Inspections/Tests: Rough-in mechanical and Gas pressure piping ❑ Duct Leakage Test by a Qualified Technician (see exceptions) Z Building Air Leakage Test (new construction only) Exception 1: Duct testing is not required if the air handler and all ducts are located within the conditioned space. Exception 2: Duct testing is not required if the furnace is a nondirect vent type combustion appliance and is installed in unconditioned space with a maximum of six feet connected ductwork in the unconditioned space. 24-hour notice of Request for Inspection Call the 24-hour inspection line at 360-435-0674 APPLICATIONS ARE CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. ZON20120044 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120044 OWNER: ENCORE HOMES, INC-HOYER, KEI... STATUS: APPLIED 1 ADDRESS: 17723 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 3/12/2012 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... GENERAL-BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) 'REQ?DO... ASSIGN REMOVE 1002 P-Engineering I LPETER... 3/15/2012 0 Y N Assign Remove 1004 P-Engineering II MHAYES 3/15/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL.., 3/15/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 3/15/2012 0 Y N Assign Remove 1028 ,P-Water EANDER.. 3/15/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 3/15/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 3/15/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 3/15/2012 0 Y N Assign Remove 2014 C-Planning I THALL 3/15/2012 0 Y N Assign Remove a https:Hcoapennits.arlington.local/PennitTrax/Module Permits/Permits Permit/Permit Rev... 3/12/2012 �� e i RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington•238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 9/26/11 Address: 1801 Grove St.Unit B Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homo, Inc. Signature: Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 360 659-1579 (C) (425)220-5223 1. Please check one: ✓� a. Single-family dwelling uplex J Itd6 ion ✓� d.Acc�ssorFsstructure 2. Proposed Dimensions: W) L) H) <35' Total SF) 3. Allowed Lot Coverage: Total Lot Size SF x 35% = SF 4. Actual Lot Coverage: (SF of all structures) 1796 - -7qT� (lot size) = Z�1 % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): New single Family Residence OFFICIAL USE ONLY RECEIVED PROPERTY ZONED APPROVED _�. DENIED-- _ DAT INT COA Engineering Dept. Site Information: Impervious .,,irface: 97723 82nd Dr. N.E. House w/O.H.: Sq. Ft. Arlington, WA Driveway/Walkway: Sq. Ft. Parcel #:0 1047900004700 Total: Sq. Ft. Unit Size: 7,473 S.F Legal: Magnolia Meadows, Div1, Phase 2 Lot 47 Notes: Job #: 1. Downspouts to plat system Plan: 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed N 4. Silt Fence as needed 5. Denuded soils to be straw covered. 0 ft. 12 ft. 20 ft. 40 ft. 6. Armored Construction Entrance. 7. Parking pad concrete /drivew gravel Setback Notes: LOT 47 Front Setback 20' 7 473 SQ. FT. Driveway length 22' ^+'IV � Side / Rear Setback 5' Ht. 35' MAR 12 2012 No Overhangs in Easement Areas CO,A Engineering 0ep; _Rebar Set 1' from actual Corner U.N.O "-Oh 2.O 1 2,,,,� f,( (true comer closer to road) 103.89' 11' 27'8.8" i I I w X > �I m N � W � o N allo 20, ' ~ I I I I I I I I � I I I i n , I � b I I 103.701 [Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360)659-1579 Contact: Keith Hoyer v �L- I �1 I' Ru 03 2012 12s:24PM So + '; View Plumbing 9S0-Br `�$0'dS P-2 Duct testing Cakuiatof J New C'Qnstru[tfon) House address or lot #: --�-- s, Conditioned Floor Area: �� Duct tester location: Pressure tap location: Ring (if applicable): Open 1 2 _ At Rougtt-in (Total leakage) Test Method & Test' Calculated CFM2y Target Standard' "J Air Handler Present .06 X —CPA 5----- CFM's 5 6 CFM.5 per 100 sf of CFA —__�.---- Air Handle not Present .Q4 X__—CFA 5 CFM�S e 4 CFM2,Per 200 sf of CFA _ Post canstruction Calculated Test Method & Testz Target Standardl CFMzs Air Handler Present(Total Leakage) 08 x �,-CFA 5 ��--CFMa5 8 a CFMIs per 100 sf of CFA Air Handler Present(Leakage so Exterior) T A6 X CFA 5 —CFMas 6 CFMas Per 1w sf of CFA =Te:�Stts must Csontply with one"of the Standardsoptions. �Must be equal to or less than the calculated target. Air L4R0k09f testing Cc ICCilator (BIOwrer or Test) Tested calculated Test Result Standard CFMSn CFM50 X 0.055) (t CFA X 144))s 5LA 0.00030 SLA � divided by 141 SIA SLA —�.. Glossary paug"ra: After inytalSaticn of the complete air e s21luat on of seal integrity tif standard is Of 1rPSL0atiQn and i t t,al test t rock. Allows o* access to all duct seams and connections fo post GanstruCtion: At or near final inspection• The home must he Cos'�t5ie;2 enough to q"essurize she horns to 25 Pa, Total LcaioKe A8Bregat,on of the entire systems duct leakage in a duct test- ollill i4 to gC'Agr: Aggre$atioM1 of all duct system leans to the exterior of the CFA in a duct test. Leak CFA: Conditioned floor area pressure t�Mu. Cubic feet per minute of air leakage at 25 pascals of CFM,- Cubic feet per minute of a�l'r leakage at 50 Pascals of pressure Pascal(Pa); Unit of pressure SLA. Specific leakage rrea I -7 ( ?-5 £01Z0 39dd ARDIQ S3WOH 3HOON3 £b868PBO96T 60:61 ZTOZI1£IL0 r' � 7L R i =� , RECEIVED MAR 12 2012 JRR Engineering, Inc. GOA Engineering�epy, 18609 76th Ave. W., Suite B �2b` Lynnwood, WA 98037-4149 �Z (425) 697-5108 Client: Encore Homes, Inc. Project Location: JVaries, Plan#2390(0924...)2-Story 1801 Grove Street, Unit B Design calculations are for 85 mph (3-sec.gust)wind exposure B, Marysville, WA 98270 topographic factor, Kzt of 1.0 and 25 psf snow load. Do not use or 360 659-1579 Ph. depend upon these calculations for more severe wind exposure (360) 659-3394 Fax or snow loading. j Scope: Lateral &Vertical Design Code: 2009 IBC/ASCE 7-05 _- Lat. Des. Parameters: SDC&Site Class., D; (Ss): 1.25 Dead Loads: Roof&Ceiling load 15 psf Wind Exposure: B Floor load 10 psf Windspeed, V mph): 85 Exterior wall load 8 psf(surface area) Live Loads: Floor Load ( so: 40 Interior wall load 10 psf floor area Snow Load (psf): 25 Attic Lim. Sto. (psf): 20 _ Assumed Soil Values per IBC 2009: Soil Bearing_2000 psf(Contractor shall notify Engineer if _testing indicates bearing ca acity Is lower than 2000 psf) Wind Design: Ps=Xll,*P.3o•Kzt (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; X, Adjustment Factor varies over height& exposure (Fig. 6-2) Iw= 1 JWind Importance Factor(Table 6-1) _ Pao Varies with roof pitch and building zone(Figure 6-2) j Kzt= 1 Topog. Factor 6.5.7, Fig.6-4 , equal to 1.0 for flat terrain Roof rise in 127.7 6 Roof rise in 1T : 0 Horizontal Pressures (Kzt not yet included) Horizontal Pressures (Kzt not yet Included) A B C D A B C D Ps30 14.4 2.3 10.4 2.4 Ps30 11.5 -5.9 7.6 -3.5 0-15' PB 14.4 2.3 10.4 2.4 0-15' P8= 11.5 -5.9 7.6 -3.5 15'-20' P® 14.4 2.3 10.4 2.4 15'-20' P.= 11.5 -5.9 7.6 -3.5 20'-25' Pe 14.4 2.3 10.4 2.4 20'-25' PB 11.5 -5.9 7.6 -3.5_ 25'-30' PS _14.4 2.3 10.4 2.4 25'-30'Pa= 11.5 -5.9 7.6 -3.5 30'-35' PB 15.1 2.4 10.9 2.5 30'-35' P,= 12.1 -6.2 8 -3.7 35'-40' P8= 15.7 2.5 11.3 2.6 35'40'Pg 12.5 -0.4 1 8.3 -3.8 Seismic Design: V= Cs*W Equivalent Lateral Force Design per ASCE 7-05, Sec 12.8 Fa= 1 (Table 11.4-1) Sos= Des. Spectral Resp. Accel. Parameters (Sec. 11.4.4 SoS= 0.833 (Eq. 11.4-3)T D = Site Classification(Section 11.4.2) HIN IE= 1 (Table 11.5-1) Fa& Fv = Site Coeff. (Table 11.4-1 &11.4-2 R= 1 6.5 (Table 12.2-1) V= Seismic Base Shear Eq. 12.8-i)l ' Cs= le*SDS/R (Eq. 12.8-2) 1 W= Effective Seismic Weight(Sec. 12.7. p = Redundancy Factor 11.0 <p< 1,3) (Sec. 12.3.4.2) Therefore; V uk.=1 0.128 ''0: AT VV A Qp, 271ZO 10 Prepared by: JCM (� J MIKf'Ipa5 ' 10/7.$/W11 Checked by: RKR Project Name: Plan 2390 (0924...) Project No.: 10-02Y 10/12/2010 Page 1 of NM - I I- . JRR -Engirteer�i�, Inc ENGINEERING & PLANNING SERVICES R Project Name:_ No.: -p2Y :.... . .,. � . . raj .. -. -- ; ... t �. 14 ILL - 1. �. Designed X6M Checked_, Date Sheet 2 of 1 r :y �TRR Eng�neer�fng, Inc. ENGINEERING & PLANNING SERVICES Project Name: LfL 3 L No.: Tb-02Y o cn z 66) 1 .. .b �a e4l � AQ w , `� .t► .......... Lei as 7�. Designed .7`C M Checked_ R K IL Date 1 -4 j 0 Sheet off_ ' JRR Eng�n eering, Inc. ENGINEERING & PLANNING SERVICES Project Name:_ P L A 611412 C OM"1 4,�L _ No.:---f 0 n5ly - ov�rawa.�aaet N d '1:0 t, 44'x6sx-9j�.] Ul k % 1 i 4 LIO/I x?) 4-..14,4 �J X s�/�� `t' . fiQr�F 1D.►oi�(8/'L� t r4�4 r .3� .,D,:4 1316 LW14 Y-wrw� .ms► ':f is ; V>rnN, +44 A ; Y � 116 � t/iA 6Y-3,5 # I to t I Q b0 l 4- Z ob ' z 3l45 Designed rGrL_ Checked �2iG _ Date fQ f ��i Sheet_ of—I . JRR L�'ngineerfng, Inc. ENGINEERING & PLANNING SERVICES Project Name:- F64tp ` WO C 4MU � ,� No.: tc)—Dl Y 46 uPP + 40): 1�. zxZr°�] t . �k+'Tick+ �,6 .�` + Q 9K �� rB"�` a �� yVF 16,0i V 1rz. D 110 70 � Z 3y►5�o,b. 50* '" �/Ma1N = a r .� 76 k . p-� �► 5� -v�pt�R uua f+ r:ct .. . f Mso 0 IWItab UD j v,- -1675 ' u,$ i 2 675 2'2A0 M fl v 3*6 ba 576/11 + 1615 d 3'72 'iq 06 +� v- $6 6op; V= 366o Designed SG ) Checked PJ4.R Date 0 IZ141JOSheet 5 of I!q___ I I I I �TRR Eng�neerIn�g, Inc. ENGINEERING & PLANNING SERVICES Project Name: P L_A W ' GAD ( D�j'1,4, No.: -b2Y UIB i. SPID ova � . � . . . . - f-TURH,4 is tior �PLtTI.G"�i... . D.;��'�-,NbT ZP IT,° U 'L67 5/lI i rp f 11-S - $f INA t t 45 � o, 11Gt' /, caNv, R4, ceMvr Nn 0J!Ar. ��N6 �°t��l�►N6.=CcANv�'Fmb� . . . . C/��'f SOT f�-:+�'� . . . . .. " _ . � .r� . _ '.� •._ • o-fl T'i NDT L1rJ U z Ir A0 orv�t c .O an►' . � z `�,tipn/�� 4�'��+-e}��2, �f- �'L t2�,.�0 51�1�6' PAR-�R,oQ�e•5,w. Yr . G0r",F146i i pN �x :WUiiJbL: 5aD:" tti6) _ q4A J6olr V5 / voi s"Re;f� ; R,Z, %64f,Top Ft, Designed rcm Checked P-KpR Date I 01IL4 AQ- Sheet fa of f i - � JR.R .Eng�ineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: LM L DG12.Q. No.: _� _D-� Z Ilt _ - �'." •6��I-��- .�� • F�NU�P�15' : . ; • _ i . Couv;i�lla e ' i �3 '15405: .fi':3 _z►4 . . 0 � V4'LPF"= 211 t13 6 M"fbi DN 6=I 06A 17"444 �61D�RI'Nb 1'�D 'CD Designed 11G Nam_ Checked ml Date Sheet__ 7 of�_ 1 I �TRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: No.: -m h1 6 4)".1� f Opp. m r FU (6 )V = 540 ZL-O"Lug, p-Ft, M.= �a CIh2/� t�ob �a < 'l7- 4�t tit t 7�4f ) -- f3a54�h.`"�b, L 43 4P' �►- . fib ' .�° I'7`� s.�' , i�. �is� G W, I ;pl3bv W' (4o i-io� 14/t- t 60 = 4 Ali 660 C 64,16 30 -4 %Alb. DIX# Designed TC-M Checked FLK iZ Date fb f L 5heet of f_ 1 . J.RR Eng�n eeryrig', Inc. ENGINEERING & PLANNING SERVICES Project Name: �A� 23 _( Gbl� 24 No.: D--F��.1' Ool Raga=w47s Rom,z;:9 M7D-- :, 11 5 ' 7x►z�' ... '1►2� .fib �0 4 I0 -V4 6V-A fAr G1dk, Imo;�6T :PM. su V-5PM 14L Z�T, L t 9e7 V Zq 4!5 711p'I� <' 1�4361� % g ..'14' F -v4 6Lb Designed MM Checked Date 10 Zi ztlm Sheet 61 of 14 .TRR Eng�rieerfng', Inc. ENGINEERING & PLANNING SERVICES Project Name: P6744A (�Ooi4 No.: 10-OOL%f .per z�_so� 5 /r 4 19 a 1. ��12,S :(�sa��C2o14�E1 + sty(14,-A1-�lbxti'�� .45 "L", : cu + b5 1.��"'RAG, f`YR 8�, :iNSS ►'�}.=4Q O&n, �� g Ib?('� a�=l5d��- (t56ktrs�'('lxub-156)�' I& 1I5� t Aw u{$x rz 0-i p �p U bda 'S 'A :,K (3 i; 14FPli4 Designed 1C�__ Checked ggpmo Date Ql Sheet___ of 14 •a �TRR E.ri -,4 eerlxxg, Inc. ENGINEERING & PLANNING SERVICES Project Name: pL.41-! �gn�dl'�4 ,�� No.: � �2Y " t.StlS tio OiD lam' ot 11, 14 o #4 Ilk q -- 2xIQ # k Poi ra _. . . Ile 00 uaKl .6T P,4a UNDO pI = �1'�D �)1i5/rl� - Df10 ' 2��II M 7 5 A96 fM Z �D M75/.IMD % 2fin `�x'LO"x t0 1 Designed Checked Date_ Sheet I t_of 14 JRR .Engineering, Ins. ENGINEERING & PLANNING SERVICES Project Name: PL 4�A 34 J 0(3�j 24 No.: O-Ly Pw-yI ::. 1 4,75 .+ 1'a0 Ct/-A)+. DfIOXNj �J M 64 'eA-1 Pl ;_. ...J_b"Oa l.►. ..,<1" 47((4r5j1f �T6�►a �bb7 61115) 141-7 G 4 I D I .F 'f V R.wis.Li t Ln►ac rm 4} 4 P6 gr(4-46 VN�l�a iam,-6tU� j 4h'-'h" G1+Y6 1WF q►�3 `CI�� Cie I .��,��D r Z`7s :� 3:3D� s� Designed- ZM __ Checked Date 0111A Sheet_ of 14 4 Stud Wall Design (ASD) (NDS 2005/2009 IBC) Try 2x6 HF#2 @ 16" o.c. b = 1.5 Fb = 2387 k= 110 d = 5.5 E = 1300000 d = 0.88 S = 7.56 Kce = 0_.33 SL= 25 A= 8.25 Fc*= 1708 DL = 15 4: fc= 42.1 PY fb = 437 M zs: 0.5fb= 219 0.5M* = 1653 Eave Height= 11 ft le = 132 in RE = 677.1 psi Fc= 609.4 psi >fc OK Ww+ 0.5S (fc/F'c)^2+ fb/(Fb(1-(fc/FcE)))= 0.19 < 1.0 OK 0.5WW+S (fclF'c)"2+fbi(Fb(1-(fc/FcE)))= 0.10 < 1.0 OK Note: M*-Moment due to wind(windward only)must be multipiled by w= 1.3 per 1605.3.2 Where: Fb=Fb*C D*Cr*C F*C M (Cr= 1.351n lieu of 1.15 per 2008 SDPWS Table 3.1.1.1) Fc*=Fc*C D*C F Values from NDS 2005 Table 4A (HF, E=1.3x10"6 & DF, E=1.6x10"6) Where(HF#2): Fb=Fb*C D*Cr*C F*C M Fb= 850 psi(1.6)*(1.35)*(1.3)*(1.0) = 2387 psi Fc*= 1300 psi(1.15)*(1.10) = 1645 psi Where(DF#2): Fb=Fb*C D*Cr*C F*C M Fb=900 psi(1.6)*(1.35)*(1.3)*(1.0) = 2527 psi Fc*= 1350 psi(1.15)`(1.10) = 1708 psi Designed by, JCM Checked by: RKR Project No.: 10-02Y 10/18/2010 Sheet i3 of i �T.RR �ngisieering, Inc. 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