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17806 82ND DR NE_BLD20120022_2026
BUILDING INSPECTION REPORT GtV Y � Permit No. �) a �b 3 a Address: l 19 OLO g oZnck D r Contractor: Enco rc. y�C t N G"CO Owner: Erl Go�� Date: 6 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 4A/� a ti Inspector: dv bate:a- 17 IY 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: .3� ION . _. •. - r t•�ry -- - PM i6�0 BUILDING INSPECTION REPORT Gil Y o� Permit No. 1,4, —ey'z 7.. Address: /7W6 4 2A1oe .JX Contractor: �iUGd/�t t1N G't Owner: Date: APPROVAL Co PARTIAL APPROVAL �I 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 �L'eI2 lt' Inspector: Yd Date: ® Under-floor ® Framing ® Gas Piping X Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: .��. .._ • ,� � gas ; .•�.t.'r ' • Y o � 0 ON LL U O Q v cA N Z �D u ® r+ 3 O o0.4 O N U � 0 Z p w V P O � � v O �? ® z � z z w o ,� w ® A z .� 0 Q Q w w O J w z z Zu v w O !� O E: � N b W N V C� W � � HH Z wH 00 a` �✓ O p ; U � x z o ,U CIA � w w zwOO h H Property Address — ,tt Date $ 2yf Z Conditioned Floor Area Builder or registered design professional 1-11 u S fSamare dr>ti✓"' 41 R-Vafaes Ceiling.. Vaulted R- Floors Overunconditioned space R- Attic R- Slab on grade floor R- Doors R- Walls; Above grade R- R Below,int. R- R- Below,ext. R- Gr Factors=dSHCC NFRC rating(or) Windows U- SHGC- SHGC- Default rating(ch��10 wsrc 2009) Skylights U- Cagto 9 Optf 40 Tetef CAPt.9 Credits HeatL+g.Coo lbt8.t Domesdc Hot IVater -� F.tlidmry S stem Heatin Coolin, DHW Dad S Buffdbrt stir LrdteBe All ducts&HVAC in conditioned space(y es I no) Insulation R- Test Method: _Total leakage _Leakage to exterior _Air handier Present Test Target CFM@25Pa Test Result CFM@25Pa Building air leakage target:SLA<0.00030-Tested leakage:SLA=a Orufle Rmewabfe EnerV Elfctrfc Poteo Sys(— G� System type: Rated annual generation, Kwh Duct tL-cing Calculator (New Cons, uction) 5/211 /`- House address or lot #: (7,op( 2-/jn 0 A �syi„t�oN Conditioned Floor Area: 7 Duct tester location. Pressure tap locat on: Ring (if applicable): Eper- 1 At Rough-in (Total Leakage) Test Method & Test' Calculated Standard' CFM i Target Air Handler Present --- 06 X <_6 CFM,,per 100 sf of CPA i - Air Handler not Present <_4 CFM25 per 100 sf of CFA -- 1 04 X C F;A F.M- Post Construction Test Method & Test' Calculated Standard CFM-, Target Air Handler Present (Total Leakage) i 5 8 CFM25 per 100 sf of CFA -7 Air Handler Present (Leakage to Exterto ) 06 X CiZA CFM <_6 CFM25 per 100 sf of CFA - 1 Test results must comply with one of the Standards options 2. Test CFMZS must be equal to or less than the calculated target Air Leakage tinting Calculator (Blower Door Test) Standard Tested Calculated Test Result CFMS,; I (; 77 LT70 CFMSO X 0 055; ='Zag C.FA X 144)) = SLA 0.00030 SLA L _ �•�S div.cied b; SLA -: ,6,0 Glossary Rough-In: After installation of the complete a r distribution cy;tr m b,;t oetore !,i,t,',urt,cr' o. n,01,�,:10n a.)d ,he,,! ^.Mows for access to all duct seams and connections for r -eva+uation w integrity ,t .tandard � ^ot met „ •ct,t•;a: tr ., Post Construction: At or near final inspection The home m„�I be complete, eno.,gn to pre'„r,, h,)rro tG l`; :--- Total Leakage: Aggregation of the entire systirms duct eakagt' •n c. doer Leakage to Exterior: Aggregation of all duct : stem :eak: to tno ester:o .-)i u;e C c A ; dIuc; t: ., CFA: Conditioned floor area CFM15: Cubic feet per minute of air leakage at 25 pascals of CFMso: Cubic feet per minute of air leakage at SC pi,c,41� of ,r'r•..,r Pascal (pa): Unit of pressure SLA: Specific leakage area i( I CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUILDING PERMIT Address: 17806 82ND DR NE,ARLINGTON Permit#:BLD20120022 Parcel#:01047900003000 Valuation:$232,000.00 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@encorehomesinacom keith@encorehomesinacom Lic#:ENCORHI914NS Exp: PLUMBING 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 Lic#:soundvp0033nf Exp:6/13/2013 Lic#: Exp: JOB DESCRIPTION Single Family Residence Magnolia Meadows,Division 1,Phase 2,Lot 30 PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLING UNITS: 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.IBC]10/IRC110. 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 Cil of Arlington#3101. ignalure Print Name Date R eased By Da e Q ARCHIVE APPLICANT ASSESSOR OTHER BLD20120022 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. • Duct test required- • Verification of 1 energy credit at mechanical inspection. • If a door is provided at the mechanical room,combustion air grilles are required at the top and bottom. • Replace the brass fitting on the tail piece. • See plans for additional information. PERMIT FEES Date Description Fcc Arnount Paid Balance Due 1/24/2012 Plumbing Permit Fee $217.00 $0.00 $217.00 1/24/2012 Mechanical Permit Fee $100.00 $0.00 $100.00 1/24/2012 Building Permit Fee(QTY: 1) $2,220.36 $0.00 $2,220.36 1/24/2012 Building Plan Check Fee(QTY: 1) $1,443.23 $0.00 $1,443.23 1/24/2012 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $3,985.09 $0.00 $3,985.09 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 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 ED Residential Alteration Also Including: ED Plumbing (ED Mechanical Project Address:--in V�10� D�O D' Parcel ID#: 0104790000 9 00 Lot#: n Subdivision: Magnolia Meadows Project Description: New Single Family Residence Valuation: Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: 1801 Grave st.unit a City: Marysville State: WA Zip Code: 98270 Contact Person:Keith Hoye( 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: 1140 2nd Floor: 954 3rd floor: Deck: Garage/Carport: Basement: Project Valuation: Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address; City: State: Zip Code: 1801 Grove St.Unite Marysville WA 98270 Contractor's License Number: ENCORHI914NS 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 ove information is correct and that the construction on, and the occupancy and the use of the above- described property will in accordance with the laws, rules and regulation of the State of Washington. 9/26/11 plicants Signature Date Keith Hoyer Print Applicants Name FOR STAFF USE ONLY pD Z Z Permit# Accepted By Amount Received Receipt# Date Received 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 Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X 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(otherthan above items) Column Totals 16 Estimated Project Valuation Building Square Footage 2094 1't Floor 1140 2nd Floor 954 3rd Floor Basement Deck Garage 437 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 street main: psi. (Measure with gauge or check with Water Department) I 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 he in ccordance with the laws, rules and regulation of the State of Washington. 9/26/11 Applicarp 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: (a New Residential ®Addition/Alteration Project Description:New Single Family Residence Project Address: I- CAP 9 Z% `K) �J g, Parcel ID#: 0104790000 `%,9 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) ❑ 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 ❑ RESIDENTIAL MECHANICAL } PERMIT APPLICATION 4' 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 * ): 0 Completed residential mechanical permit application* Mechanical Appliance cut sheets* Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu.edu/BuildingEfficiency/Enerq\/Code.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) ❑ 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 MECHANICAL ` PERMIT APPLICATION 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 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: Project Address: �w Q� �� I - Parcel ID #: 0104790000_00 CJ Magnolia Meadows,Phase 1,Division 2 Lot#. Subdivision: Project Description: New Single Family Residence Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: City: Arlington State: WA Zip Code: 98223 Contact Person:Keith Hover Phone Number: Cell Phone: Fax: (360)559-3394 E-mail: keith@encorehomesinc.com Address: 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 CUS HT JUNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR LID-FUEL APPLIANCE BOILER UP TO 4-15 HP GEJREESTANDING HANDLING UP TO 10K CFMEPLACE INSERT BOILER UP TO 16-30 HP HANDLING OVER 10K CFMLATION SYSTEM HEAT PUMP ANTILATION FANS OTHER + VENT HOOD MESTIC INCINERATOR ALL OTHER UNITS STOVE Contractor: Encore Homes,Inc. Phone Number: Address: City: State: Zip Code: Contractor's License Number: Encorhi914ns Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property wily be in accordance with the laws,rules and regulation of the State of Washington. �611cants Signature I D to Keith Hover Print Applicants Name FOR STAFF USE ONLY Pennit# Accepted By Amount Received Receipt# Date Received �` n 2010 CJY J W 2094 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. DECEIVED JAN 19 2012 CQA Engineering Dept, 2C)1 2-M22. 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 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 \� I 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 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. 0 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.) 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. 2/1 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, 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 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. 0✓ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum %1' Scale) i. 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. 0✓ 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. W/I 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. ❑✓ 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. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considere a complete submittal. I/ Signature: Date: 9/26/11 Owne Owner's Representative Company: Encore Homes, Inc. Phone: (360)659-1579 6 BLD20120022 (PT-LIVE) -PermitTrax by Bitco Software Page 1 of 1 C. t BUILDING PERMIT PERMIT#: BLD20120022 'y OWNER: ENCORE HOMES INC-Hoyer, Keith STATUS: APPLIED ADDRESS: 17806 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 1/19/2012 SCREENS: Select Screen.., FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVI_. ! DESCRIPTION JASSIGNE... DUE DATE LAST (#) REQ?j DO... ASSIGN REMOVE 1002 :P-Engineering I LPETER... 1/31/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 1/31/2012' 0 Y N Assign Remove C http://coaweb2.arlington.local/PennitTrax/Module_Pennits/Pennits Permit/Permit Revie... 1/19/2012 L �_y.. RECEIVED Y JAN 19 2012 JRR Engineering, Inc. - ° '`G=�'° 18609 76th Ave. W., Suite B el/b 2�D[-L!: J2_ Lynnwood, WA 98037-4149 (425) 697-5108 Client: Encore Homes, Inc. Project Location: Varies, Plan 2094-All Car 0 tlon 1801 Grove Street, Unit B Design calculations are for 86 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: 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 Winds peed, V(mph): 85 Exterior wall load 8 psf surface area Live Loads: Floor Load sf): 40 Interior wall load 10 psf(floor area) Snow Load ps : 25 Attic Lim. Sto. (ps : 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=,%*IW*P,3o»Kz{ (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; X,Adjustment Factor varies over height&exposure (Fig. 6-2) Iw= 1 Wind Importance Factor(Table 6-1) Ps30,Varies with roof pitch and building zone (Figure 6-2) Kzt= 1 Topog. Factor(6.5.7, Fig. 64), equal to 1.0 for flat terrain Roof rise in 6 Roof rise in 12" :1 0 Id Horizontal Pressures (Kzt not yet included) Horizontal Pressures (Kzt notyet 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' P.= 11.5 -5.9 7.6 -3.5 15'-20' P.= 14.4 2.3 10.4 2.4 15'-20' Pe 11.5 -5.9 7.6 -3.5 20'-25' P$ 14.4 2.3 10.4 2.4 20'-25' P.= 11.5 -5.9 7.6 -3.5 25'-30' PS= 14.4 2.3 10.4 2.4 25'-30' PS= 11.5 -5.9 7.6 -3.5 30'-35' Pg= 15.1 2.4 10.9 2.5 30'-35' P$ 12.1 -6.2 8 -3.7 35'-40' P.= 15.7 2.5 11.3 2.6 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) SpS= Des. Spectral Resp.Accel. Parameters(Sec. 11.4.4) Sos= 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) L R= 6.5 (Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1) p Cs= le*Sos/R (Eq. 12.8-2) i--�J W= Effective Seismic Weight (Sec. 12.7.2) ,• . p = Redundancy Factor[1.0 < p < 1.3] (Sec. 12.3.4.2) 0 - Therefore; V ult= 0.128 W o 4 4 Prepared by: RAF F_JCPSRES 10�2S�20t1 Checked by: RKR Project Name: Plan 2094-All Car Option Project No.: 10-02P 7/20/2010 Page 1 of 7-9 �p.. a.,i,�..,�.''Y^� �f�.'yp.�WWI iJ�� pr.�..1d• ..w►,..��..•-�- !;mot ENGINEERING& PLANNING SERVICES Project Name: 2Dqq -A LL GRR No.: 02 p � f 46,iff 3.0 A A s A ® ` �s.s sZMuAI�• - S A. (c�NV, br UINrb) UFPF—P- Fume- — AL G A Desi9nedl--J-C7M— checked Date__ Sheet 2- of 2� r - I ��� .�xigz-z1�e.r'iYYgs .Y32C. ENGINEERING PLANNING SERVICES Project vamp:_ P"N GAR 1a. 40,01 XQ 3b ! 4 .._ u"E o� 57•A1�S� . �1..QoR ABav�. p 4S.0 W'A�S 7 To pA 8 Nm .�� L �, 2 ) c z 2 I - MA IO rtXM 7-2- C A R Designed JGM Checked Date.—.7/�, 7-0/10 Sheet_ J'R�R .Engineerzrtg, Inc. ENGINEERING & PLANNING SERVICES 10' Project Name, PLAO ZEN' ` 2.CAP- No.: 1 3' i° 1�DR� I3L.D6 DIM. l _ 431 _ 17 OA iD 4. 4'4 lqM� -f .141 41 (2 - :, _ .. . .2 A Deslgned—J C �+ Checked P44-P Date 7/7-4 0 Sheet /+ 0 f I 4l'RR Er.neering, Inc. ENGINEERING & PLANNING SERVICES project Name �`N a -`�— No.: 2131 1,rJO`* No Litirr 16, Foa CAP, . 716 ql ) -= wt = �SC3bx o�Zox�z] -� [t��� � VIlki(3�-c �p = 14,r +- 6,Ol+q,-11 - I,s�= 3017 (7-0-.Z(e) ) — r -F(7,5x1D) �������tZQ�'zq WT �� �� PORtif{ jS L(LO )a) � (Z0-Z4 Z-; M7 3f,gl- = 67,1h cyup M-70 uLA 30.7071+11-4(i) : Curtly� - 3I,q(F�_ - 0,325 Una, 773,( fr Designed JLM Checked--�� Date 7�` ���� Sheet- �TRR Engin eer�ng, Inc. ENGINEERING & PLANKING SERVICES -Project Name. PLAN 20IJ —2.CAR No.: U) -0Z P - 12 > ,00 ,_z . ... . . . .. �53� .). .v 26 , 200 I Vz Q7 ORL 2 7 0" UP' -12D . V:=Q7O f-j 1.1 3'fD*'} (317" IA W' )((3)47-7e- > 2 Of# V=-Ps 0 4-4 4P,3)4 le= 6 0100 �, 3 �f-14 )1(1,3) +710 22e > I M* R�b�Nt�q�vcY �� b1at46o40f77-K) Designed RAF Checked KhK Date ���`� _ Sheet 6 of 2-9 M1 ENGINEERING PIANNIM SERVICES Project fame_ CAR tvo.: 1_0 -02 L X5 14 ..._ L 1< OF �3_ O 15 0 W#ILLS S To A o,,F- 11AA10 LA R - N. S Designed Checked �Lk� bate_71201 10 Sheet of ERR .Rng�2ee�rzn,�, Inc. ENGINEERING &PLANNING SERVICES Project Name:- 1"I-AbJ 2(qq' 3 CAR- — No.: 10 —02-p L WlkD i 5LD6 ' Di pi, v = 174_ a ........ _. . .M' ,at ..gip NT3 .1.7 TO 1411 qrv— -14 qf 22 4) -► - { Designed Checked bate ��Z�/1Q Sheet $ of J"R�R Engisi eerin , ,lime. ENGINEERING& PLANNING SERVICES Project fame- 3. Nai 1 136"7 4-4 (24 213� v = 112" + 44- , 2- X-0i �- Cg12- Xa)] 213 41- ?�4 7 t 47,5� U ( , (t7_12- �3 .(2G) i- 14,4 (z7� = �EG��'k ZA,ze 0l',_V �Gr q�) �,pqo lo[z ,,461 4- 6.ph(z)+ 4.1k Wl-4AK tPaRO-= I S[(32 x23)4(7,5,cz0)] V- )[10 t32+12 .4RS)] z 63,3h4 2SK 0, K � ( 042141 X7 3I,'f� = 62,1h cyvp_ X707) b75 Vy V,17-6. 6z, I f(6,675) �2/e. 30,7071�-U 4(?) vru 773,1 �G = D,1z- 2070 3-cAR Designed JGM checked � Rate to Sheet of ENGINEERING & PLANNING SERVICES ^Project Name: PLAN 1954 - 3GAR No.: 10 O2 P — T _ • . - _ TA M� SEls WZN() Z V- 937.0(7) z6gS* 2,91 71 2c V S37D )(1,3) Z7z0* > l b6`* ll=5�7D.(-.7. ..0, 3qfl 0'* 1397:4 ini 7S4 > q4�e V 2-580 NL6)-(IX4Z7�0 (Y* 2. I = 2070 HO = 103 > ` q7o Q,to/ S :OA/ (3750) �D,1�(rja R1�1��'G1tl rC33° �:r to S73`0�b�Z0+Z�7 t/J Designed F Checked 1�,nR _ Date -1 j 10 Sheet 1_0 of Zs n ir�ee�r�z g, X)rxc. ENOINEERING&PiANN1N0 SERVIMS Protect game- � � L�`1`� " 4 eAP. Na: ,Q� L i2 1� Sa�ICS�SE W� f Z 0 l5-� 1n!fiLLS i z 2 fzP N,T.S designed JCM Checked 1 — t)ate_ 7/2-0/10 sheet___ ___Of Z$'_ �'RR Rii.�in eerzng, Inc. ENGINEERING & PLANNING SERVICES Project Name:_ PL:A-0 ?Q!'{ CAR No.. gyp^ p L WJND i JW-. 200q mg, t^T HER, 5LD6 DJ in d 431 17 -. .. .._ a :.-O:1 21 .__ ....._ ..zs _t.44;1 r god 1+44 41 14,4(1,2A. x Op . _ Designed ,GM checked P4-4!P- Date 7 IWf 10 Sheet 12. Of 3r— k"X? iz�eez�zn , Xnc. ENGINEERING & PLANNING SERVICES ~Project Name.- � N q`f `� Cr No.: 21 e3l -1-1414 (1212-NI12) 4 , 26�+ 1+4 (Z7� LHq R66�66k 20-9 FOk- -Vtalg� 7'qs vm.j.1,,it 4ife ID (qq�) pqo* A . "qm� � 'ANDS Ll D - z � � � - ' ,wow - - - til W IS[3WO-2DX1Zj IZool g� �[Z 2q-Z($�,qV+ I $,�+ 6,ok+q,Rk-I- 1.$k= 307 k Q 2-m Cyvp 301(!7} 0 On- Vc p = 92.14(6z, Of(0,675) 10,7077+3i �c�) CVMN ` y'q(q) - V, S V o = 0,12,r(62,d } (0,32S) = Z S$0.�. 773,I DeSlgned, J Checked " Datey��f Sheet B of-� cr.Fz" I-ErxApf t eex"I",g, Ixxe. ENGINEERING & PLANNING SERVICES Project Name.- PLAN —? 71 CAR No.: 10-01 P JAB UI A-rc 0 br<T I.,V L ONUS — y CAR IA U-270 -) 2_6855' > 7_00r Z I v=5370(0 _- 26e ZO E370�- � c,. �� Z7g6f"'' 66 #- 2D V-Q70(z)(1,3) = 34f0+> l �� 2E V:WO.'113 1 (1, �) lA V= �sz} z6f�� �- - 50 ggqe 1e V:Tzsvo z 7o 7 z Ws3 > qvgl� 10 V��ZSB�� �� Yi�(1,3� +3� = 6ZD � s 710 O�e > I V= 7-6g0( ) = d7e > `+ e Designed R Checked—Uk _ Date ��zc��lt� _ Sheet— f y _of 25 i• JTRR Lngz zz eerzng, Inc. ENGINEERING & PLANNING SERVICES Project Name- K-A+j 10- -A-(AR No.: 10-02 P EACH LINE (DEFLECTS HLGNEST LOM C F THE uN % 7,31 oR 4 ('.4R OKI ON U� 2685� 2-7t0 _ 2760 A+',9.3,10, tlar In ftfll� .3 . . 1 _ .. .. . . _ ... _._ LOWER Alt, 5�0 l.�l = a�w dear wi 3nx3d x,� Pt WA DN Zy KVDSUL N-L- cAR Desl9neci____J�m checked— pate 7f WIT Sheet Is of �� .. I 1 - - . . ■ ■P�r � N■ ���� ��t emu■ ■ N■ , NN■� ■■�■ iy■N { � r ■ I _� JL �...i.� � : � 1. JRR Engineer-ink;, Inc. ENGINEERING &PLANNING SERVICES Project Name: PLAN ZM -ALL CAR No.: f o-OZP T z l - 704 1 OLFI ! I } 1 1 117 ►" — � I i I t ► i . I � I i I I I i I � l f ( I t t I I l I I } T I i i I � i I ! _ 77 Designed K Checked Rk& Date 717-01 t0 Sheet 1—of 2 •Jr. R �U.zizeerg, jrric. ENGIVEERING&PLANNING SERVICES Project Name: PL" Z& — ALL GAR No.: R �M bg,�c U:a--- 4x6 t--tz-bgzn..-,b WF47 FTR 2' Kp— " By 1Ngpf,� Ucp—cl) 2K(, Ni�z �l t-r� 8uc N�k t�� I r'osS IRT. LOA z ? = Goo tlol7-)= 3000 � -.ter c.��� �sTs��t� �SHF,Zi� - - M A1(W L42 Sao PL4= la3fl z�58o' _ < al0c1.i'S) _ - �� _------ - t Piz l D9 0 . ........ .....,.. w, = "1-7lb. QUl P�F z.Z �.8 . - LCDDO - 9 ,70 ��,(o> �t� d 2Cab� . . .- 1 .gm R� r LAY,to O� z W Irw lr�liC� y x�z WF 4x8 QF -#Z of !3 2e, I ' De4gned `�G Checked Dats— 7/Z®100 Sheet 18 of Z5 ENGINEERING&PLANNING SERVICES PrQJectName iptA.0 ZOq4 ! ALL GAR No.: w Z`/ (,I o + 12) - ("5o PL,7 = (050 t ��L - 0..j) - �ls < 4410(Z)= '$z0-# (7-)Z-K6 1�p •v iJ OT 4P 171 C Pr .sCt(a1W x40e < S-00 -toS iCo.3tt2��uO X D FF. . . .. P/s "x 4{ ' Z44r--Vq GLB b7) (Ik,z�� > L/ —bk -- � )fcq,z;-)4 _ p.3q "N �/k r ��3�p-dk _ �.. tt + 2S11S(240-1-l qt 20�2)= Vf'f ' ' R=-U = Sqj C10/z) "154 < glifq'$ 24F''-y4 6 Designed Checked bate 7/1080 Sheet Pq _of- 25 ENGINEERING& PLANNING SERVICES Project Name- 20g4 - A L L G A R No.: to b, %O(. KOO- lavMG H t>v- - lF 2 R = 1Ll0 I i(y" sa M. G AuTtLEVf.S2E0 'FLootZ ATT5 - If2A wzb�,�-Kvai• LOAD Agove =rrt� ....... .. 04 94� ,L I�y9 7:4 f 1 M, ,AT CA-PT J L.F V� §44S��7�`3��$4��S�C� _7 (6 0 z l f g B df %9;6+Is) ,. ' 69S >(I 1/4 �4 m, 539 3 , Designed AMR -1C M Checked.—�_ Dat£ ?/2-W/O Sheet 20of_7_.__ • • - r i � G .. C • I r ■ ■ ■. ■ ■ ■■m■ n■■■ i - �■ INS . .■ o C . IN .� : ■.CSC .. �'■ ■■.. ■■■■■■■■■ . .■■ , ■nR, , ■mil ' i � .1 . f �. 1° IN■ IN ■■MM ■■ ■ ■� ■ MIii ■ HMI■ ■■r■■■ ■■ ■■ ■■■MINIM ■ ■ ■ A ■■ ■ ■ �r ■ �■ ■inn■ ■� . .. ■■� ■■ ■■■ ■� ■■■■MINIM■■ ■ ON rr ■ ��r N■ r�irrMIrr■ r No ■ . � �TRI,� LG'ngineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: PLAN Z 4 -ALL (,.AK No.: 10' P l r —�—�-- w� L % i I v j I ref 1 I tl3 3 �. i ' �{.�� I �► I I l I i6J' 1 I I I � 1 I rZ 4 , r i i T` �r - �1 i` �i � l i i •� ��J I ! ' I I 1 1 1 Designed Checked R k►R Date 7/2-4911 Sheet ZZ of LS JRR Engineer�ig, InC. ENGINEERING & PLANNING SERVICES Project Name: &M 'ZO N — ALL CAP, No.. l d=02 p oK T JLSW II F v1 _. I i • � I I - i_ C I I I I I j - f�! i G " Sl SI _r J V 11: �6-A i5i t{ EEE 1 DesIgnedKAE Checked &9k Date 712-0110 Sheet 73 0 f Full Height Front Wall Studs @ 16" o.c. Try (1) 2x6 HF 2 (aD 16" o.c. b = 1_5 Fb = 1836 k= 1_0 d = 5_5 E = 1300000 c' = 0_8 S = 7.56 Kce = 0.3 SL = 25 A = 8.25 Fc= 1495 DL= 15 0.5fc = 0.0 0.51P = 0 fc = 0.0 P = 0 fb = 1101 M = 8323 0.5fb = 550 0.5M= 4162 Eave Height= 17 ft le= 204 in RE = 283.5 psi F'c= 271.4 psi > fc OK W+0.5S (fc/F'c)^2+ fb/(Fb(1-(fc/FcE))) = 0.60 < 1.0 OK 0.5W+S (fc/F'c)"2+ fb/(Fb(1-(fc/FcE)))= 0.30 < 1.0 OK Where:(Values from NDS 2005 Table 4A) Fb =850 psi(1.35)*(1.6)= 1836 psi, Section 2306.2.1 Fc= 1300 psi(1.15) = 1495 psl Prepared by: RAF Checked by: RKR Project Name: Plan 2094 Project No. 10-02P Sheet of Living room King Studs L = 17' Try (2) 2x6 HF 2 b = 3 Fb = 1360 k= 1_0 d = 5.5 E= 1300000 c' = 0_8 S = 15.13 Kce = 0_3 SL = 25 A = 16.50 Fc= 1495 DL= 15 0.5fc= 0.0 0.5P = 0 . fc= 0.0 P = 0 fb= 1242 M = 18785 0.5fb = 621 0.5M= 9393 Eave Height= 17 ft le = 204 in RE = 283.5 psi F'c= 271.4 psi >fc OK W+0.5S (fc/F'c)"2+fb/(Fb(1-(fc/FcE)))= 0.91 < 1.0 OK 0.5W+S (fc/F'c)"2+fb/(Fb(1-(fc/FcE)))= 0.46 < 1.0 OK Where: (Values from AIDS 2005 'Table 4A) Fb = 850 psi(1.6) = 1360 psi Fc= 1300 psi(1.15) = 1495 psi Prepared by: RAF Checked by: RKR Project Name: Plan 2094 Project No. I 0 -02P Sheet ofJJ ;e I MEN MEN M EMM 0 I'm W,TIT.-,s v w �MIMI IROME ��Wlm MINEI 04 21 lain MISS WRIM M1221 M V MINE mm�wm"Umm' s P- 0 Permit Review Details Pr=RMlTTR,Ax Permit: ZON20120011 1002 Complete? y 01/25/2012 LPETERSON 30 no comment y Total Time: 30 1004 Complete? Y 01/19/2012 -MHAYES 10 No comment for this review y Total Time: 10 1020 Complete? y 01/19/2012 FRAPELYEA 5 No comments y Total Time: 5 1026 Complete? y 01/23/2012 RSHEPARD 0 no comment y Total Time: 0 -1028 Complete? y 01/20/2012 EANDERSON 10 Replace the brass fitting on the tail peace. y Total Time: 10 1032 Complete? N Total Time: 0 2000 Complete? Y 01/24/2012 CYOUNG 0 No issues y Total Time: 0 2012 Complete? Y 01/20/2012 BBLAKE 5 No critical area setback required y Total Time: 5 2014 Complete? y 01/20/2012 THALL 5 No issues. y Total Time: 5 Total Reviews: 9 Total Time: 65 1/25/2012 10:36:18 AM Page 1 of 1 ZON20120011 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 b-5 �D DEVLPMNT REVIEW COMMITTEE PERMIT#. ZON20120011 OWNER ENCORE HOMES, NC-HOYER, KEI... STATUS:APPLIED �K t ADDRESS: 17806 82ND DR NE, ARLINGTON BALANCE: $0.00 1 z ISSUED: CREATED: 1/19/2012 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... GENERAL-BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE I LAST I (#) IREQ?DO... ASSIGN REMOVE 1002 P-Engineering I LPETER... 1/24/2012 0 Y N Assign Remove 1004 P-Engineering II MHAYES 1/24/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 1/24/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 1/24/2012 0 Y N Assign Remove 1028 P-Water EANDER.. 1/24/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 1/24/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 1/24/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 1/24/2012 0 Y N Assign Remove 2014 C-Planning I THALL 1/24/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Revie... 1/19/2012 - u .� RESIDENTIAL SUBMITTAL REQUIREMENTS Y� 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 Ho es, Inc. Signature: i/" Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 360659-1579 (C) (425)220-5223 1. Please check one: ✓a a. Single-family dwelling ✓❑ b. Duplex ✓❑ C.Addition [ZI d.Accessory structure 2. Proposed Dimensions: W) L) H) '35' Total SF) 3. Allowed Lot Coverage: Total Lot Size �353 SF x 35% = 25�3 SF 4. Actual Lot Coverage: (SF of all structures) � IO _ `1353 (lot size) = L % (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 PROPERTY ZONED APPROVED _F-I DENIED_ DATE INT RECEIVED JAN 19 2012 COA Engineerin,'- r 7 Site Information: 17806 82"d Dr. N.E. Impervious 6urface: Arlington, WA House w/O.H.: Sq. Ft. Parcel #:01047900003000 Driveway/Walkway: Sq. Ft. Unit Size: 7,353 S.F Total: Sq. Ft. Legal: Magnolia Meadows, Div1, Phase 2 Lot 30 Job #: Notes: Plan: 1. Downspouts to plat system 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed 4. Silt Fence as needed W 5. Denuded soils to be straw covered. 6. Armored Construction Entrance. o ft. 12 ft 20 ft. ao ft. Parking pad concrete /driveway gravel Setback Notes: Front Setback 20' Driveway length 22' LOT 30 Side / Rear Setback 5' Ht. 35' 79353 SQ. FT. No Overhangs in Easement Areas 10' Private Rebar Set 1' from actual Corner U.N.O Drainage A& (true corner closer to road) Easement 120.00' 9'-11 9/1 T T N I T �-- — 2CID � I N I W 80 - mxI Z � � I CV N > r--- a o vt a co O C rn N o I N a I 00 a I i m W 'o I 54' 0 I I � I RECEIVED 120.00 JAN 2 4 2012 CUA Engineering Dept. , 2, CEncore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer J Y 2: ( 1XJ/lIY/ BLD20120022 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120022 OWNER: ENCORE HOMES INC-Hoyer, Keith STATUS: APPLIED ADDRESS: 17806 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 1/19/2012 K SCREENS: Select Screen... FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) JREQ?DO... ASSIGN REMOVE 1002 P-Engineering I LPETER.. 1/31/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 1/31/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PennitTrax/Module_Permits/Permits_Pennit/Permit_Revie... 1/19/2012 i ZON20120011 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120011 OWNER: ENCORE HOMES, INC- HOYER, KEI... STATUS:APPLIED ,t ADDRESS: 17806 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 1/19/2012 SCREENS: Select Screen... FUNCTIONS: Select Permit Function.. GENERAL- BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST I (#) REQ?DO... ASSIGN REMOVE I 1002 P-Engineering I LPETER... 1/24/2012 0 Y N Assign Remove 1004 P-Engineering II MHAYES 1/24/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL.. 1/24/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 1/24/2012 0 Y N Assign Remove 1028 P-Water EANDER... 1/24/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 1/24/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 1/24/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 1/24/2012 0 Y N Assign Remove 2014 C-Planning I THALL 1/24/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Revie... 1/19/2012 . i �xrn r ,rn CS -4tt--•A 30 BOO � d CC z o rn tj p_ m pI 3 orn �zrn x z f II m fly v � I ~1 ( o � i z 3 f ( qy. 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