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Home My WebLink About17920 81ST DR NE_BLD20110167_2026 f'v` BUILDING INSPECTION REPORT C,11Y O� Permit No. // 41Ale 7 Address: / /Z �� Contractor: Owner: Date: XAPPROVAL ® 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 Qom. z1 �J�TZt Inspector: Date: 2S'i ® nder-floor ® Framing ® Gas Piping Footing Ell Drywall, nailing Ell Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry CO Drainage ® Insulation ® Other: 7477 BUILDQNG INSPECTION REPORT G�TY O� Permit No. 1/ c� Address: ! 7�IZl' �Z,c✓%C �i�, �.p 0 Contractor: l�N G't Owner: �iIiGGLf.G Date: ® 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 7 /z- Z20 7 V r -C-::0 �' .��/7�7G Inspector: Date: ® 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 0 Other: BUILDING INSPECTION REPORT G ,1 Y p� Permit No. — Q` o-7 Address: 119Q.0 3 o-\Oa �.p 0 Contractor: _E-Y)c rf LING" Owner: Date: - 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 Inspector: Date: ® 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: o� BUILDING INSPECTION REPORT GtixY v� Permit No.�ao i t n /(97 Address: l 7L) o24 9' p Contractor: - /11 C 0 r2� �,L rK e_? 11NG� Owner: ec 6( If <(, Date: APPROVAL � PARTIAL APPROVAL ® VIOLATION ED 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 �)V ` alif 1 GI-- Q:.e., — Inspector: Date: / /r ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ® Shear Nailing ® Groundwork • Mechanical ® Grid ® Struct. Stab ® Wood Stove ® Rough-in ® Final ® Masonry EJ Drainage Insulation Ell Other: ) ' BUILDING INSPECTION REPORT v ok Permit No. l �- ol tP:] Address: _nc) P�C) &, ' rr' Contractor: E1 GO�'c 9�l�nr c, �� Owner: E n co yre' Date: A-' 9'— I �_ 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 Inspector: Date: ® Under-floor Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove R ugh-in ® Final ® Masonry Wrainage ® Insulation ® Other: BUILDING INSPECTION REPORT G1T Y v� Permit No. QW1 7 Address: CjZQ qpt♦NG'Sp Contractor: �iyCO Owner: was Date: LlL2_L !1 , 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 124M1 Inspector: Date:IF z 11 ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation XShear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: Al BUILDING INSPECTION REPORT Gl'i Y �� Permit No. ��' ��tii 7 Address: l 7 Contractor: NG�� Owner: Date: 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: p Date: Under-floor ® Framing ® Gas Piping LJ Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: AM BUILDING INSPECTION REPORT >>Y Permit No. / — O Address: I19ac Contractor: SING S Owner: Date: -TV t/ ® 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 Inspector: Date: 11 (A/1L ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ® Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonr Ell Drainage ® Insulation Ell Other. r 4�r BUILDING INSPECTION REPORT `4. col': Permit No.Address:7 Contractor: 4 ,mac-c Owner: LX_\C0 Date: 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 an �.� Inspector: Date: o ® 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: " CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUILDING PERMIT Address: 17920 81ST DR NE,ARLINGTON Permit#:BLD20110167 Parcel#: 01047900007800 Valuation:$211,000.00 OWNER APPLICANT CONTRACTOR Encore Homes,Inc. Encore Homes,Inc. Encore I lomes,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:8/1/2013 PLUMBING CONTRACTOR MECHANICAL CONTRACTOR Soundview Plumbing 5917 195th St NE #3 Arlington,WA 98223 Lic#:SOLTNDVP033NF Exp: Lic#: Exp. JOB DESCRIPTION New SFR on lot 78 of Magnolia Meadows Div. 1,Phase 2 PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLING UNITS: i 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.IBC 110/IRC 110. SALES TAX NOTICE: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 Arlington#3101. r/ (0/411 ' Sig ure Print Name ate elease By Ole ARCHIVE = APPLICANT ASSESSOR = OTHER BLD20110167 CONDITIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • FYI--Shade trees required. PERMIT FEES Date Description Fee:mount laid Balance Dne 10/10/2011 Plumbing Permit Fee $193.00 $0.00 $193.00 10/10/2011 Mechanical Permit Fee $65.00 $0.00 $65.00 10/10/2011 Building Permit Fee(QTY: 1) $2,035.44 $0.00 $2,035.44 10/10/2011 Building Plan Check Fee(QTY: 1) $1,323.04 $0.00 $1,323.04 10/10/2011 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $3,620.98 $0.00 $3,620.98 CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 When calling for an inspection please leave 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 RESIDENTIAL PERMIT vQ. SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • 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 Residential Alteration Also Including: ED Plumbing (EJ Mechanical 8 i'cL 1ln N) 0104790000-16 00 Project Address: Parcel ID#: Lot#: Subdivision: Magnolia Meadows New Single Family Residence Project Description: Valuation: 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 Building Area(Sq Ft): 1st Floor: 711 2nd Floor: 1172 P floor: Deck: Garage/Carport: 439 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: ENCORHMUNS Expiration 8/13 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: — I hereby certify that the above information is correct and that the construction on, and the occupancy and theof the above- described property will be in accordance with the laws,rules and regulation of the State of Washington. Celt -1 9/26/11 p ieb Applicants Signature Date OCT Q 3Keith Hoyer �Oq p�R 201> Print Applicants Name �rCLCr�A FOR STAFF USE ONLY 1& ;oil V,161 C� Permit# Accepted By Amount Received Receipt# Date Received 7-cs)') ;-;iLbIkb'D3to - . r �ii - � SIpEIVTI AL PERMIT SUBMITTAL City of Arlington • 238 N Olympic Ave_ q gto e of Community Developmen A 98223 • Phone (360 t 403 3551 • FAX(360)403 3418 Please use this checkli s-t to ensure that all necessary is provided for review of your project. ssary in ✓� One (1) co rn p feted Single Application e Famil y Residential Building Permits Two (2) accU rate fully dimensioned plot plans _ ✓� Two (2) sets Of construction drawin gs �✓ _ Two (2) sets of engineered drawl (If required) ngs and calculations Health Department approval of septic system Verification of Water and Sewer qv Marysville (if applicable) allablllty from City of APPLICATIONS ARE ONLY CONSIDERED COMP INFORMATION REQUESTED ON FORMS IS FILLED IF ALL ED IN. RECEIVED 00 0 3 2011 COA PERMIT CENTER 1 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 (I FGC) 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 ([CC/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 RE SIDENTIAL PERMIT SUBMITTAL City of Arlington• 238 N Olympic Ave. A ngtoneWA 98223�phone 360 403munity 3551 551 • FAX(360)403 3418 have red lines, cut and paste details o r those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of Pla ns 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 s u brnittal 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. 0✓ FOUNDATION PLAN (Mir imum Y4" 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 vvitV, section cuts and dimensions; include maxim heights a all connections. um wall hei 9 and 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. s. Show spacing of anchor bolts, location, and to. Retaining walls. type of hold down fasteners to the foundation. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. Show 12. Show the footsng oodepthjoist beloze, grade and show the clearance between grade and sill plate. gi direction, support, connections and blocking. 14. Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! 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. ✓1 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 o s. Show the location of exhaust fans, s � support,rt, connections. Blocking, etc. fixtures and any other mechanical equpmednttectors, hot water heater, heating units, plumbing 4 Show the location of the attic and/or crawl space access. 5 housee all exterior decks on your floor plan, with necessary structural details and attachment to the 3 1 '�1 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 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. 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 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. ✓0 DOORS &WINDOWS 1. Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. I. ❑✓ WASHINGTON STATE ENERGY CODE 1. 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. /acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Signature: Date: 9/26/11 Own r/Owner's Representative Company: Encore Homes, Inc. Phone: (360)659-1579 ftc-ely Oct 0 VZO PO4P, �011 6 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 ' 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 Change-out only * �: ❑ Completed residential mechanical permit application* ❑ Mechanical Appliance cut sheets* ❑ Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu.edu/BuildingEfficiency/EnergyCode.aspx on Pt6_' ❑ 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) ❑ 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. 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 Plumbing Fixtures Accessory Main Unit#X Total Fixture Total Number Fixtures Dwelling Unit Residence Multiplier Units 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) 3 X 1.0 = 3 Shower(Stand Alone)Each Head X 2.0 = Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 32 Units Traps(other than above items) Column Totals 14 Estimated Project Valuation Building Square Footage 1883 1st Floor 711 2nd Floor 1172 3rd Floor Basement Deck Garage 439 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units g1�-E�0`� 7Q f� • q p:P B. Distance from meter to most remote outlet: feet. i6 f 80 C. Difference in elevation between meter and highest fixture: 12' feet above meter or feet below meter. D. Pressure in street main: psi. (Measure with gauge or check with Water Department) I hereby certify that the rabove information is correct and that the construction on, and the occupancy and the use of the above- described property will a in accordance with the laws,rules and regulation of the State of Washington. 9/26/11 A plicants 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 _1 q? O $I S Dr, JJ,E Parcel lD#: 0104790000 ,7%�' 00 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 same as owner Address: City: State: Zip Code: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) I vCC C� ❑ Fire Sprinkler System ❑ Medical Equipment OCT 0 3201, ❑ Lawn Sprinkler System ❑ Livestock Drinking T&O/rCE AVTFR ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimming Pool ❑ Other Authorized Signature: Date: 9/26111 For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES ❑ NO ❑ zo�� i odd BLD20110167(PT-LIVE)-PermitTrax by 8itco Software-Microsoft Internet fore! rovided by i of Arlington i BUILDING PERMIT PERMITM BLD20110167 OWNER:Encore Homes,Inc.-Hoyer,Keith STATUS:APPLIED ADDRESS:17920 81ST DR NE,ARLINGTON BALANCE:$0.00 ISSUED: CREATED,912712011 SCREENS_ Select Screen... Q FUNCTIONS_ Select Permit Function... REVIEWS SUNNI r r 2000 C-Building l CYOUNG 1011212011 0 Y N Assign Remove 2D08 C-Community Development �BFECH 1D11212011 0 Y N Assign Remove ( V '� '� � ICY oe ZON20110036(PT-LIVE)-PerrnitTrax by Bitco Software-Microsoft Internet Ex lorer pTvido Ci of Artingtori ,r DEVLPMNT REVIEW COMMITTEE PERMIT M ZON20110036 OWNER:Encore Homes,Inc.-Hoyer,Keith STATUS:APPLIED ADDRESS:17920 81ST DR NE.ARLINGTON BALANCE:SO 00 / ISSUED: CREATED:101412011 SCREENS: Select Screen.. Q FUNCTIONS:I Select Permit Function ... 0 N REVIEWS mum DESCRIPTION JASSINGNMritliaL . 1 1002 P-Engineering I MHAYES 10/712011 0 Y N Assign Remove 1004 P-Engineering II LPETERS 10/7/2011 0 Y N Assign Remove 1014 P-Public>aWorks I LTAYLOR 10f712011 0 Y N Assign Remove 1020 P-Sewer FRAPELYEA 1OR12011 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA.RD 101712011 0 Y N Assign Remove 1028 P-Water EANDERS... 1017/2011 0 Y N Assign Remove 2000 C-Building I C, CYOUNG 101712011 0 Y N Assign Remove 2008 C-Community Development I BFECHT� 10f712011 101412o11 1 Y N Assign Remove 2012 C-Natural Resources BBLAKE 10f712011 0 Y N Assign Remove 2014 C-Planning 1 THALL 101712011 0 Y N Assign Remove O v 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: 9i26i11 Address: 1801 Grove St.Unit B 9�V J15s�Q. M�Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homes, 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 ✓ b. Duplex U c.Addition [ZI d.Accessory structure OCT 0 3 zolr 2. Proposed Dimensions: W) L) H) ,35' Total SF) 00A P '�►�?fT C �. 3. Allowed Lot Coverage: Total Lot Size IIS9 SF x 35% = 32N0 SF 4. Actual Lot Coverage: (SF of all structures) (690 - 9 (lot size) _ % (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? No 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 PROPERTY ZONED APPROVED _7 DENIED_ DATE INT ,Z l t t�o3lP Q'9 (oI �o Site Information: 17920 81st Dr. N.E. Impervious ourface: Arlington, WA House w/O.H.: Sq. Ft. Parcel #:01047900007800 Driveway/Walkway: Sq. Ft. Unit Size: 9,258 S.F Total: Sq. Ft. Legal: Magnolia Meadows, Div1, Phase 2 Lot 78 Job #: Notes: Plan: Corner stake for property to 1. Downspouts to plat system North 2. Stockpile to be covered within 24 hours. 7 . 2' orn o rnei 3. Entire site to be disturbed 1 4. Silt Fence as needed 5. Denuded soils to be straw covered. LOT 78 6. Armored Construction Entrance. 7. Parking pad concrete / driveway gravel 9,258 SQ. FT. C° Setback Notes: Lot Coverage <35% Area in front setback <40% impervious t'— Front Setback 20' 00 Side / Rear Setback 5' Ht. 35' pdfio No Overhangs in Easement Areas CD Rebar Set 1' from actual Corner U.N.O T1- A& (true corner closer to road) rO 10 2 „ � a � 12'10" J Gofnefs � Magnolia -S S rnPed" t ryo ha\j e caP N l� I 70.82 1707 N RECITED • ,7�. O 0 ft. 12 ft. 20 ft. 40 ft. OCT 03 2011 Q J� O CCA PERMIT CENTER o• LEncore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer JRR Engineering, Inc. 18609 76th Ave. W., Suite B Lynnwood, WA 98037-4149 (425) 697-5108 Client: Encore Homes, Inc. Project Location: Ivaries, Plan 1883 (0921...) 25 psf Snow 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. Scope: Lateral &Vertical Design Code: 12009 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 (psf): 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 capacity is lower than 2000 psf) Wind Design: Ps=X*I,*Ps30*Kzt (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; X , Adjustment Factor varies over height& exposure (Fig. 6-2) IW= 1 1 JWind Importance Factor(Table 6-1) Ps30, Varies with roof pitch and building zone (Figure 6-2) Kzt JTopog. Factor 6.5.7, Fig. 6-4), equal to 1.0 for flat terrain Roof rise in 12" : 5 Roof rise in 12" :1 0 Horizontal Pressures (Kzt not yet included) Horizontal Pressures (Kzt not yet included) A B C D A B C D Ps30 15.9 -4.2 10.6 -2.3 Ps30 11.5 -5.9 7.6 -3.5 0-15' Ps= 15.9 -4.2 10.6 -2.3 0-15' Ps= 11.5 -5.9 7.6 -3.5 15'-20' Pa= 15.9 -4.2 10.6 -2.3 15'-20' Ps= 11.5 -5.9 7.6 -3.5 20'-25' PS= 15.9 -4.2 10.6 -2.3 20'-25' Ps= 11.5 -5.9 7.6 -3.5 25'-30' Ps= 15.9 -4.2 10.6 -2.3 25-30' Ps= 11.5 -5.9 7.6 -3.5 30'-35' Ps= 16.7 -4.4 11.1 -2.4 30'-35' Ps= 12.1 -6.2 8 -3.7 35'-40' Ps=J 17.3 -4.6 11.6 -2.5 35'-40' Ps= 12.5 -6.4 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) SIDS = Des. Spectral Resp. Accel. Parameters (Sec. 1 SDS = 0.833 (Eq. 11.4-3) D = Site Classification (Section 11.4.2) IE = 1 (Table 11.5-1) Fa & Fv = Site Coeff. (Table 11.4-1 &11.4-2) 4 R = 6.5 (Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1) . Cs = IE*SpS /R (Eq. 12.8-2) JW = Effective Seismic Weight (Sec. 12.7.2) At p = Redundancy Factor[1.0 < p < 1.3] (Sec. 12.3.4.2) A X , ,p 2 d8 Q ,� -%.R-'�I r l-LP Therefore; V = 0.128 JpW OCT 03 2011 Prepared by: JCJ�I Checked by: R96A M"''r$PAJT(,1MR't Name: Plan 1883 (0921...) 25# Snow Project No.: 10-02B Revised: 4/4/2011 Page 1 of aTR,77 E Tnc. ENGINEERING & PLANNING SERVICES Project Name: 'FLAW J!1e;S No.: LAB 1— -------- --------- I------- ------- —1 I �- � t�•5� { 51�5' I MASTER BATH 9 I open MASTER BDRM i 'n Under T70 —. 3,--r' 10'5 VP i BATH •11 I *- DN 14 —3(i IR WN1 / \ YX L Wo. ali // �S1v1 ` K A I ' ' .—OK.COW AR rat. LJ I a I \ RY ZOOM 2 o IS BEDROOM B I - I I I ��•3' 6�-I' 4' 5'-2 1/2' e'.9 3/1' 3 -O' y UPPER FLOOR PLAT! �OTT h�I GO NYI P16,U W D Designed w°i Checked ► Date /4 /1 Sheet_- ' of .I /� - - - - -_ - JRT" E'ngin eerzng Tnc. ENGINEERING & PLANNING SERVICES Project Name: j'LA 0 10(a3 No.: r4�-0-1 B �11 ', r0i3 -If 7 { ' I KITCHEN GREAT KM. I "�! 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ENGINEERING & PLANNING SERVICES Project Name:= PL, I6Q I oh3 No.: - VB%-TI6AL 4° 2EE5- FLr, s Ur= 5 L //z V -4 ZM Ir m = 100 bt-i7)�1,15� ti --ig 6 t-Fr �P- 92AM11, % 67 1-7 4 2��(6�1C1 6� � Ot 41 , L1404 - al I �1s `lx,b �,FAT, e'10i6i El V-•� yX t H-F v�Ti41.ti.. {-�tptyS - t 5 + IMs (5-)vO �0 ,1* , if2 01 ��Itil6 G 1 S -654-(4o 4�6)1511 U - I D I I1'I r �D I D 51'- -- ;. Oz L1xrr1 Fez Designed ,-TCM Checked D, Date r �J , Sheet 7 of 'i r JRT' Engineering iic. ENGINEERING & PLANNING SERVICES Project Name: PL;- rJ f 0 5?2 No.: I jj _j P, r V,r= (0+ PiE5o ti en � I"7/rD(n,- iri, uP14PT ,tecry L- Ur4BGU PT 67 4- 6S 0�11 9�'17 qsa0 V= K SI7 i3�/0(3) 667Ze' 11y8 G j�-►2., G,�.tJy", �,7" VDU� � �J�DR � l b"o�� ; I , W9/f 30� 6�fEF.NS f� -L. 5�-W 05 x 15 24=f -V4 Designed Checked__ Date X0 Sheet of '11 _ D fA0t) ._ �-�1 VTR r'' �'ngin eerzng nc. ENGINEERING & PLANNING SERVICES Project Name- PL,1r J J M No.: --08) 0-70 ( 12/I 6) k �'FS j"/I t? z 67 5a '� �4 ru = 22,5 1j Z�n /� �-�'�.�-o( L/E P Ole.' POPS; L e/%4- >SS 4 +15) 4/ 40t-ID�/q IT?5 I' I = CI V�2/�^ `q-T D 14-F9 2 PzrT7 40" s J, 475 Designed �' Checked t2. ,2 Date 'I/?S/I U Sheet of_ 0R1/°D i 3//f J"R ' Engineering -jme. ENGINEERING & PLANNING SERVICES Project Name: PLATL 1 I W� No.: C = KIIIi,T1- n� SUP(', -(R. WA-V,; L 1 / c tk� (14 0 +1 D (i N-E2, �asT ec �I►1 � o G�� ; ICI = ?:ao (14-)2'IL� 15 00 I'* L m 2 am a� ► Z4 9 4 PST d�T 413 ".0 MAX, T`/f-1 644k, P/6-D VtipM-P- gym, p", LJAb L RA IF 'PP-&-x • = 6 �3 00 L 14M 4 750 (5h -:-- -1 a75 k �I� 1 f b�' U�14�i�-► {�,- t1' h� u� . D� �1J K- ; 110" = 156 [(11 X + (Iti r j(�� - ��s�-Ise ��: �- 6� � + �0+1 = Wc*?�> 130 + 750 25b� V.1j c son Designed ll-z fr" Checked _' Date Sheet of • JR R �rib��e S RvicEs i , o� r. ENGINEERING & Project Name: - +LAftJ _.� CAP, Sd t 25 1 i � - --- - ------ mil- _ Srleet. Designed SG checked_ _ _ ., .� r��. + i� I r f r� r z o " u Q M �' z �D c� w w o w w O " O o v uw ,.a w cn o Q � Zu o z O b O cu0-4 , w z Q o CD �=+ oU � N z 00 m z a. a) O o v cluu Q �, W v W ' � x � z N � v 0 w w zw ° h i� Y ,. Duct ';ting Calculator (New Cot. _ruction) House address or lot #: .I 7q . Conditioned Floor Area: rA- Duct tester location: r- u Pressure tap location: Ring (if applicable): Open (V 2 3 At Rough-in (Total Leakage) Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present <_6 CFM25 per 100 sf of CFA .06 X CFA <_ CFM25 Air Handler not Present <_4 CFM25 per 100 sf of CFA - .04 X_ _ CFAs _CFM25 Post Construction Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present(Total Leakage) .08 X CFA < CFM25 5 8 CFM25 per 100 sf of CFA Air Handler Present(Leakage to Exterior) .06 X CFA < CFM25 <_6 CFM25 per 100 sf of CFA 1. Test results must comply with on&of the Standards options. 2. Test CFMz must be equal to or less than the calculated target. Air Leakage testing Calculator (Blower Door Test) Standard Tested Calculated Test Result CFM5n {(L CFM50 X 0.055) . ( eo5CFA X 144)) = SLA 0.00030 SLA _ it divided by 'Z7//72- = SLA SLA= .(10r)'CI Glossary Rough-In: After installation of the complete air distribution system but before installation of insulation and sheet rock. Allows for access to all duct seams and connections for re-evaluation of seal integrity if standard is not met in intitial test. Post Construction: At or near final inspection. The home must be complete enough to pressurize the home to 25 pa. Total Leakage: Aggregation of the entire systems duct leakage in a duct test. Leakage to Exterior: Aggregation of all duct system leaks to the exterior of the CFA in a duct test. CFA: Conditioned floor area CFM2s: Cubic feet per minute of air leakage at 25 pascals of pressure CFM50: Cubic feet per minute of air leakage at 50 pascals of pressure Pascal(pa): Unit of pressure SLA: Specific leakage area Duct Testing Code Language 503.10.3 Scaling:All ducts, air handlers,filter boxes, and building cavities used as ducts shall be sealed.Joints and seams shall comply with Section M1601.3 of the International Residential Code or Section 603.9 of the International Mechamudl Code. Duct tightness testing shall be rnnducted to verify that the ducts are sealed. A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent. When required by the building official,the test shall be conducted in the presence of department staff. Duct tightness shall be verified by either of the following: Post-construction test: Leakage to outdoors shall be less than or equal to 6 cfm per 100 square feet of conditioned floor area or a total leakage less than or equal to 8 cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g. (25 Pascals) across, the entire system, including the manufacturers air handler enclosure.All register boots shall be taped or otherwise sealed during the test. Rough-in test:Total leakage shall be less than or equal to 6 cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pascals) across the roughed-in system, including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 4 cfm per 100 square feet of conditioned floor area. EXCEPTIONS: 1.Duct tightness test is not required if the air handler and all ducts are located within conditioned space. 2. Duct tightness test is not required if the furnace is a nondirect vent type combustion appliance installed in an unconditioned space. A maximum of six feet of connected ductwork in the unconditioned space is allowed. All additional supply and return ducts shall be within the conditioned space. Ducts outside the conditioned space shall be sealed with a mastic type duct sealant and insulated on the exterior with R-8 insulation for above grade ducts and R-5 Air Leakage Testing Code Language 502.4.5 Building Air Leakage Testing:Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 0.00030 Specific Leakage Area (SL.A)when tested with a blower door at a press of 50 Pascals(0.2 inch w.g.).Testing shall occur at any time after rough in and after installation of petieUdtions of the building envelope,including penetrations for utilities,plumbing, electrical,ventilation, and combustion appliances and sealing thereof.When required by the building official,the test shall be conducted in the presence of department staff.The blower door test results shall be recorded on the certificate required in Section 105.4. EXCEPTIONS: 1.Additions less than 750 square feet. 2. Once visual inspection has confirmed the presence of a gasket(see Section 502.4),operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. Specific Leakage Area(StA)shall be calculated as follows: SLA = (CFM50 x 0.055)/(CFA x 144) Where: CFM50 = Blowerdoor fan flow at 50 Pascal pressure difference CFA = Conditioned Floor Area of the housing unit During testing: Exterior windows and doors,fireplace and stove doors shall be closed, but not sealed. Dampers shall be closed, but not sealed;including exhaust, intake, makeup air, back draft, and flue dampers; Interior doors connecting conditioned spaces shall be open; access hatches to conditioned crawl spaces and conditioned attics shall be open; doors connecting to unconditioned spaces shall be closed but not sealed; Exterior openings for continuous operation ventilation systems and heat recovery ventilators shall be closed and sealed,- Heating and cooling system(s)shall be turned off; HVAC duds supply and return registers shall not be sealed. SR � Rngineerin,�- Inc. 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