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Home My WebLink About17914 81ST DR NE_BLD20110187_2026 -t*� BUILDING INSPECTION REPORT G1z v o. Permit No. // �17pp, Address: Contractor: zlyz e 9�'t i° Owner: gdfeej- 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 S/ / Levy 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: P14 BUILDING INSPECTION REPORT AGi Permit No. ` —Address: 7,914fo Contractor: Owner: /lJGD2�' /11 Date: I;2/3 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 Inspector: L, Date: L 3 ® 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: BUILDING INSPECTION REPORT G1ty o� Permit No. Address: I �] q 1 L4 81 NG�0 Contractor: ff h6o c, Owner: Encpre Date: a g 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: r ® Under-floor `Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork 'X Mechanical ® Grid ® Struct. Slab ® Wood Stove dough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: e � BUILDINGi INSPECTION REPORT 1 Y o,, Permit No. I r Address: ( S 1> 7� G,�O Contractor: �u-'M l�ry Owner: Date: I 0 -0-A APPROVAL ® PARTIAL APPROVAL Ep 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: Dater 9 // ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation hear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: P� BUILDING INSPECTION REPORT �1T Y �� Permit No.1L (-)is Address: ,19 ,` q e I S�t b�. 7� o Contractor: FoLC>l (-_' PS <<N c Owner: Enc o'cc_ 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: AM BUILDING INSPECTION REPORT G�TY o� Permit No. D/?7 Address: 7�f / nrG'VpZ Contractor: Owner: LiP,c �O/ S Date: ZZ�r� 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: D Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry AnrDrainage ® Insulation ® Other: AAf BUILDING INSPECTION REPORT G�TY O� Permit No. Address: l �,e Contractor: �j,6ro s _. Owner: LlIGdAe, 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: j/ N / ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove a Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: !/ham BUILDING INSPECTION REPORT GtT Y b� Permit No. //- /'/P 7 l Address: / 7 ' '/el ��F 0/� 9.p�IN G-�oz Contractor: 'Fiye�,Oe� Owner: E/f/Gp/l !!D GS Date: 1119111 f 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 %-71L-t< j9e V C�lc a -9 Inspector: dGG 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: CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON, WA. 98223 - � PHONE: (360)403-3421 BUILDING PERMIT Address: 17914 81ST DR NE,ARLINGTON Permit#:BLD20110187 Parcel#:01047900008000 Valuation:$177,000.00 OWNER APPLICANT CONTRACTOR ENCORE HOMES,INC ENCORE HOMES,INC ENCORE HOMES,INC KEITH HOYER KEITH HOYER KEITH HOYER 1801 GROVE ST#B 1801 GROVE ST#B 1801 GROVE ST#B MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 keith@encorehomesinc.com keith@encorehomesinc.com Lie#:ENCORHI914NS Exp:8/1/2013 t01XJMI31NG CONTRACTOR MECHANICAL CONTRACTOR SOUNDVIEW PLUMBING SOUNDVIEW PLUMBING 5917 195TH ST NE 3 ARLINGTON,WA 98223 Lie#:SOUNDVP033NF Exp:6/13/2013 Lie#: Exp: JOB DESCRIPTION- SFR PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLING UNITS: 1 OCC GROUP: R-3 CODE: 2009IRC 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 City f Arlington#3101. yt",� tit/ 0/zl/f nature Print Nanif Date RereafF6d By ate ARCHIVE APPLICANT ASSESSOR OTHER 9 � 1 S 1 BLD20110187 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. • OK to issue with FYI's • • Blower door test required at 1208CFM max • Beams must be installed per engineering. None called out on plans PCRMIT FEES ;Date Description Fee Amount Paid Bal:uicc Dnc 10/27/2011 Plumbing Permit Fee $193.00 $0.00 $193.00 10/27/2011 Mechanical Permit Fee $65.00 $0.00 $65.00 10/27/2011 Building Permit Fee(QTY: 1) $1,796.08 $0.00 $1,796.08 10/27/2011 Building Plan Check Fee(QTY: 1) $1,167.45 $0.00 $1,167.45 10/27/2011 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $3,226.03 $0.00 $3,226.03 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 - - - - - - - - - - - r - - - - - - - - - - � - - - - --- - - ' BLD20110187 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 r1 BUILDING PERMIT PERMIT M BLD20110187 OWNER: ENCORE HOMES, INC-HOYER, KEI... STATUS:APPLIED r' ADDRESS: 17914 81ST DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 10/12/2011 SCREENS:'Select Screen... Q FUNCTIONS: Select Permit Function... ] SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY I:F.VIF... DESCRIPTION IASSIGNE...I DUE DATE LAST (#) REQ?'DO...I ASSIGN I REMOVE 2000 C-Building I CYOUNG 10/26/2011 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 10/26/2011 0 Y N Assign Remove ! http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit Revie... 10/12/2011 - - - - - � - - - - � �ti - - - - - - - ,: � - .: '� � = I I 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 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: Residential Addition IED Residential Alteration r Also Including: Plumbing (a Mechanical Project Address: `-7q Sl! Dr A' e Parcel ID#: 0104790000 99 00 Lot#: so Subdivision: Magnolia Meadows Project Description: New Single Family Residence J p Valuation Owner: Encore Homes.Inc. Phone Number: (360)659-1579 Address: (50 1 (,fj X, 'St) *�3 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: sameasowner City: State: Zip Code: Building Area(Sq Ft): 1st Floor: 797 2"d Floor: 743 3rd floor: Deck: Garage/Carport: 483 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: 8/13 Plumbing Contractor-Soundview Plumbing Phone Number: (360)658-9900 Address 5917 195th St.N.E.3 City: Arlington State: WA Zip Code: 98223 Contractor's License Number: SoundVP033NF Expiration: Mechanical Contractor: Electric Wall Heaters Phone Number: Address: City: State: Zip Code: Contractor's License Number: Expiration: I hereby certify that the ab ue 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. 10/6/11 A46licants Signature Date Keith Hoyer RECEIVED Print Applicants Name FOR STAFF USE ONLY CQA PERMIT CENTER Permit# Accepted By Amount eceived Receipt# Date Received i �� RESIDENTIAL PERMIT 1 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) 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 1533 15t Floor 797 2"d Floor 743 3rd Floor Basement Deck Garage 483 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: 57 psi. (Measure with gauge or check with Water Department) 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 ill be in accordance with the laws, rules and regulation of the State of Washington. 10/6/11 plicants Signature Date 8 . 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 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: (B New Residential ® Addition/Alteration Project Description:New Single Family Residence Project Address: 17 9 )1 S Ise ��, lV, Parcel ID#: 0104790000 SP 00 Owner: Encore Homes, Inc. Phone Number: (360)659-1579 Address: 40 ( 61 rDV, 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: 10/6/11 G For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other RECEIVED Inspection Required: YES ❑ ❑NO n OCT 11 2 11 COA PERMIT CENTER 3 na-1 uh110118-I I n � � J 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 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 F1_ 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 ' 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 1 RESIDENTIAL PERMIT SUBMITTAL r 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 �. 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. s. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. 10 Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14. Show all floor insulation. 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. 0✓ 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. ❑✓ 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. s. 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. ✓71 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 i I 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 s. Indicate the pitch of the roof. H. ❑✓ DOORS & WINDOWS �. 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 I RESIDENTIAL PERMIT SUBMITTAL l 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. l Signature: Date: 10/6/11 Owne Owner's Representative Company: Encore Homes, Inc. Phone: (360)659-1579 6 i i o � �L0 U r ono o N U U ro Q o O cJ U w Aw Q o Q Ow Z p Q � P441 w Q w U w O rTl � A w cn o Q H v Zu o z O zu x HH z w � zo � � w z Q O O chi) o 00 En a U � � x z o zWcd Du, testing Calculator (New C,_,istructionJ House address or lot #: 1�9��, CIS► Conditioned Floor Area, �� c�x�_ I Lo G 91p Duct tester location: f] Pressure tap location- y '�� Ring (if applicable): open l Z 3 Test Method & At Rough-in (Total Leakage) Standards CFM25 Test Calculated Air Handler Present Target <_ 6 CFM,5 per 100 sf of CFA - 06 X CFA s Air Handler not Present S 4 CFM25 per 100 sf of CFA - 04 X CFA < -- _ CFM—, Test Method & Post Construction Standards Test Calculated CFM,S Target Air Handler Present (Total Leakage) s 8 CFM25 per 100 sf of CFA --- 08 X_ _CFAs CFM-,- Air Handler Present (Leakage to Exterior) <6 CFM25 per 100 sf of CFA — - 06 X----------CFA < I. Test results must comply with one of the Standards options 2. Test CFM25 must be equal to or less than the calculated target. Air Leakage testing Calculator (Blower Door Test) Standard Tested CFM50 Calculated Test Result ((_Y1' CFM50 X 0.055) _ 534 CFA X 144)) = SLA 0.00030 SLA ,f (G2 divided by 'ZZ07' ,Z = SLA f' SLA =rrel6Z _ 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 it a duct test CFA: Conditioned floor area CFM25: 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 s Encore Homes, Inc. 1801 Grove St. Unit B Marysville, WA 98270 (360)659-1579 3/15/12 Christopher Young, Building Official City of Arlington 238 N. Olympic Avenue Arlington, WA Dear Mr. Young, It has come to my attention that the Magnolia Meadows Division 1, Phase 2 Lot 80 (17914 81st Dr. N.E)city required 4"sewer cleanouts was placed under concrete. If a future obstruction cannot be cleared out using the 3" cleanout provided under the house in the crawl space and due solely to the 4" cleanout being inaccessible under the porch Encore Homes, Inc.will only be responsible for clearing the clog. Thanks, K ith Hoyer Construction Manager RESIDENTIAL PLAN PLAN REVIEW Owner .�iGos�� Address / elsi Building Type Single Duplex Townhouse Type of Work Existing New ✓ Reviewed By Date l� Desi n Criteria 301.1 (Engineered +� Prescriptive 301.2 Loads:Tables 301.5 -301.7 Yes 1/ No 302.1 Location on Lot: 5 feet/35% maximum Yes No 302.2 Townhouse Separation Yes No 302.5.1 Garage Openings: 20-minute door IYes V' lNo 302.6 (Garage Separation I (Yes i/ INo Footings and Stem Walls 401.4.1 Soils: Geotech or Prescriptive 05.0 PS 403.1 Footings: (2)#4's continuous Yes ✓ No T403.1 Footing Size I Yes No 403.1.2 Continuous Footings (D2) Yes No 403.1.3 Vertical Reinforcement: #4 @ 4'/hook Yes No 403.1.3.1 Stem Wall: (2)#4's horizontal Yes ✓ No 403.1.16 Foundation anchors: 1/2 inch @ 6' Yes t/ No 403.1.7.1 Clearances from Slopes Yes No 404 Foundation Walls (see Tables) Yes No .1.2.3.7.3 Wall Openings: Verts within 12" ea. Side Yes No 405.1 Foundation Drainage o#jXCtsPTtM Yes No 406.1 Damproofing (basement) Yes No 407 Columns: 4 X 4 and R317 Yes No 408.2 Crawl Vents 1:300 and 3' of corners Yes No ;t,6 408.3 Unvented Crawl Space Yes No 408.4 (Crawl Access: 16 x 24 or 18 x 24 (Yes INo Architectural 303 Light/Ventilation: 8% and 4% Yes No 303.2 Whole House Fan Yes No 303.3 Bathrooms: 3%or 50cfm Yes 1/ No 303.6 Stairway Illumination Yes ✓ No 304.1 Habitable Rooms: 120sf min. Yes No 304.2 Other Rooms: 70sf min. Yes No 305.1 Ceiling Height: 7 feet min. Yes No 307.1 Plumbing Fixture Clearance Yes No 308.4 Safety Glazing: Hazardous Locations (Yes No Life Safety 310.1 Emergency Rescue Windows: 5sf/5.7sf (Yes ✓ No 310.2 Window Wells Yes No r M ' 311.2 Doors: 3 feet min. @ 6-8 Life Safety Continued Yes No 311.3 Landings: TX 3' min. Yes No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes No 311.6 Hallway Width 3 feet min. Yes No 311.7.1 Stairway Width 3 feet min. IYes No 311.7.2 Headroom 6' -8" min.I Yes {/ No 311.7.4 Stairs: 7 3/4" Max/10" Min. Yes No 311.7.4.3 Handrail Profile Yes No 311.7.7 Handrails-4 plus risers Yes No 311.8 Ramps I I Yes No 312.1 Guards-30 plus inches Yes No f� 312.2 Guard Height-36-inches min. Yes No 314 Smoke Detection Yes No 315 CO Detection Yes No 316 Foam Plastic Yes No 325 &326 (Adult Home/Day Cares Yes I No (� Floor Systems 502.2..... Deck Ledger Connection I Yes No 502.2.2.3 Lateral Load Connection or Engineered Yes No 502.3 Allowab ois ans or TJI's Yes No 502.10. Headers/Openings IYes No 502.11 Trusses or Rafter/Joisti Yes ✓ No 502.12 Draftstopping: 1,OOOsf max. Yes No 504 Pressure Treated Wood Yes No 506 Concrete Floors: 3.5 inches min. Yes No Wall Systems 602.3 I Wood Wall Framing and Plates Yes ✓ No 602.3.1 Fastener Schedules (2, 3, 4, 5) Yes No 602.9 Cripple Walls: Less than 14" or 4 Yes No 602.10. Wall Bracing: n inee d or Prescriptive Yes No 602.10.3.2 Alternate Braced Wall Panel Yes No 602.10.9 Cripple Wall Bracing Yes No 602.11.2 Stepped Foundations Yes No p� 602.12.1 Veneer I Yes No 610.1 Glass Unit Masonry Yes No 612 Exterior Windows/Doors Yes No 702.1 Interior Wall Covering I Yes No 703 Exterior Wall Coverings (WAC) Yes No 703.4 (Stone/Masonry Veneer Yes INo Roof/Ceiling 801.3 Roof Drainage (SD-14)I Yes No 802.3 Ridge Beams: <3:12 pitch Yes No 802.4 Ceiling Joist Span:Truss or Platform Yes V No 802.5 Rafter Spans:Truss or Platform Yes No 802.11 1 Roof Tie-Downs (48" o.c.) Yes No 7A y l S N no e. ti i 803 Roof Sheathing Yes No 806 Roof Ventilation: 1/150 high and low Yes L7 No 807.1 Attic Access: 22" X 30" Yes No 905.2.7 Underlayment I Yes No Mechanical Systems Chapter 10 Chimney and Fireplaces Yes No 1305.1 Equipmen ccess: 30" X 30" Yes No 1305.1.3 Appliances in ics I Yes No 1305.1.4.1 Ground Clearna • 3" Concrete Slab Yes o 1307.2 Anchorgae of Applian s Yes No 1307.3 Elevation of Ignition Sour C Yes No 1307.3.1 Protection from Impact s No 1401.3 Equipment Sizing: WSEC Yes No Chapter 14 Specific Appliances Yes No 1502 1 Clothes Dryer Exhau ' or M.I. NYes No 1502.4.5 Length Identif' ion Y No Chapter 18 Chim and Vents Yes No Chapter 24 FdffiTGas and Piping Yes ' No Plumbing-UPC WSEC and Lighting:See Energy Code Plan Review c 1 �1 f f J � 1 1 1 JRR Engineering, Inc. RECEIVED 18609 76th Ave. W., Suite B OCT 11 2011 Lynnwood, WA 98037-4149 (425) 697-5108 COA PERMIT CENTER Client: Encore Homes, Inc. Project Location: JVaries, Plan 1533 All-Car Option (0917...) 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 30 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): 30 Attic Lim. Sto. (psf): 2p Assumed Soil Values per IBC 2006: Soil Bearing: 2000 psf(Contractor shall notify Engineer if testing indicates bearing capacity is lower than 2000 psf) Wind Design: Ps=X*IW*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 1 Wind Importance Factor(Table 6-1) P.M.Varies with roof pitch and building zone (Figure 6-2) Kzt= 1 Topog. Factor(6.5.7, Fig. 6-4), equal to 1.0 for flat terrain Roof rise in 12" : 5 Roof rise in 12" • 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 J -4.2 10.6 -2.3 0-15' PS 11.5 -5.9 7.6 -3.5 15'-20' Ps= 15.9 1 -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 I -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= 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) Sos = Des. Spectral Resp. Accel. Parameters (Sec. 1 SpS = 0.833 (Eq. 11.4-3) D = Site Classification (Section 11.4.2) �D IE = 1 (Table 11.5-1) Fa & Fv = Site Coeff. (Table 11.4-1 &11.4-2 0 IWAs i R = 6.5 (Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1) Cs= le*SpS/R (Eq. 12.8-2) W= Effective Seismic Weight (Sec. 12.7. p = Redundancy Factor[1.0 < p < 1.3] (Sec. 12.3.4.2) Therefore; V= 0.128 �? NAl- ZY' Prepared by: JCM PI R�E5 5 ID /Z,�3 Checked by: RKR Project Name: Plan 1533-All Car Ootion (0917 ) Project No.: 10-02U 8/26/2010 Page 1 of 15 REVISED 0 IIA711011 "I Engineering Tine. ENGINEERING & PLANNING SERVICES Project Name: PLL.I-I 'j 533 -mil t C/LF= /O I No.: fi -Ir U gun } m O ( � tot, i n-, C�3 � T ---------------- *,r IV,911fJ k FFI I 6 �- q----------------- i j m = . i x w w Q W _ _ — -----. — — —t _ � N - -- - o LU z a 0 w m - uj = p Z� t 0 W Q WQ J x > 2 O O J x pq w 3 0 F ci Z a W 0os� s Designed �"Gryl Checked. N-f_ Date Sheet 2 of r� 4TR7? Erigrineerjng 'inc. ENGINEERING & PLANNING SERVICES Project Name: �L.•15 O 115n C4r-- No.: - 0`u - ante • :.-. �15 vtaaels aM=saana -------------- 9 ; � 1 ssnvv I ;1 • S J 1 LL �� lu 1 ul CL o , 1 IL � 1 u gJ U)rfV 1 Designed Checked Date 25 D Sheet B of 15 READ,� q11-7111 Engineering 742c. ENGINEERING He PLANNING SERVICES Project Name: fLA H T533 AUK--e;4R. — No.: ID-02U L4r4ZA,.L IN0 - 7►0' > !o,O ' �INI� Lo,4p5 ; w� �►vrzl�► wl�� = a V f 10,b Mimi ; virtu � 1D (�!'�- 13/�. ?boy L100- 2T ; V = tf,5 [ 1/:4xIA + 1-76 � LI -rp Z3 ; V = 11 11&x6) �hxi 4,vgF) t- 16Zb LINE SA ,; V = 15.q (7 x�) f o + ?ao = 2005 v- wIND MINA ; �✓M,N, � �� (22� + I'�bp = ti,JAC)* 7 2095q govern 5! miN, = ro �C �+ C��-�(6,�+8/�,� t ►goo = 3�3�* �u, s U NfS 7 c V mrla, = S D (I�j`>.� (6,5 t 9�) = of d 1-I iJ EE 12 j V ?1,5 C 2.7/Z x I' LINS f.3 ; V = tf15 C�7x�1� + z,5x6)+ �6n9�i.�� - 1b1,p =27Da� W, 15 (-Lq YeU) i- 1A;* 1-9 X 4- t0/2 (1S,C'2.�)_1- oI e>(B/�-)(1�(26+31) = Ili�k + P�,q�•} �j�bk-� 3�"]k-. loll5 � _ T. Uri .40--,1 K - - i— i ► � t + 1 ice!—F I-�� t�+I i l__�_ -! - -► - - _I �_ Designed Ire-H Checked Date ON b Sheet A of i 5 / i aKRY7 Engineering. 'zinc. ENGINEERING & PLANNING SERVICES Project Name: p LA N r 5 33 4 �I -��rZ No.: f�J-d2u ' saes u o�12� 4e�� k� 2x1g�5 335.Oµ I f I I _ PPvR. �- 1�c I�I�5 + ---- J V I4-rr,/wv, GI I-k� 12,�.pU N A,a N.GY �iA G 7-OR �p LI �.3 _ -- 1 _ o * too -- �1 G— 33/ --ak.1 1605+1110 4- 2q bA ! _ 8 P SY I N S p N' z' t o A-LL 4kSaS rA W L,<s TSD bps I.-AT, I-Ao 6, - 0i m LA. On ; V V = 33 50 %) = 1675# 1170 23 / V = 3350 1,0 'f D ; v C�8DO+ (!SD�C!h-fit- f b�5 = 3 I s0 3235 fir i V 1�b (615/n)+ I I GO(►�i �, 5 �. � j _�►-'' �z. � tftc (U11,M)f IIwG V 4 00 C 0 - - �- - -�- --�— --— - ___.._.._1 I ! I I I I 1 ! 1 I I i Designed J'Gh1 Checked Date B/14/16 Sheet of r S J �TR� E.ngineer�ng. Tnc. ENGINEERING & PLANNING SERVICES Project Name: No.: -2L! U tJ _1A � Z-6 vJ v ST CAS ff V = f b7S _� : - i�f I __ co_ I_ CONvM4T►QNaL Ff ^MINb %t_atL}NZ ((.DWI rMj,t�_i_�i I 1 �__.. OVLI�.TU RNIN6 15-_Noa•' G ,crlcal. o�r� MOT cRR� --- }- �lu� _ 1 = 1615 75 ,g +4 &1 h O"X, F-rA6 m iri Nor GR>7', LINE- f ,c, V — 2575 A I t '^ i i l ! ; GOW%W6. *�- -- _. _- _ate O 2575/I�+ I66 - ®7 , CoMv� fiN►6_ ; ' I ` ; 1/2- as ,a,i 6 ni U M p SILL - erc) (1Q, = 144"/#w - 71 01 G -�~-a- ---'---�—�— - o�r� Nor r.R.lr, y � _� � � , � _ }J► i Ll Urk 0 I i I - -i --:y 746 i I � - ---{-- I _ _ _ G I Designed TGIF Checked Pe_f% Date ah.6/in Sheet-6-of- 15 KEVD,, '1/27/11 arRt? l0ngineering 'iic. ENGINEERING & PLANNING SERVICES Project Name: I _ 4 Lr- - 14'5/ li:+4- A i l� 7'�°1 DiG _ -1 -O--IT i-Kbr CR•tr Ll tiro 1' I P- I-CAO 6441. Dpy�(o� _ 1 ; AM5-i 6,$ + qi7 t51 'Lvb /� 3 L.I rr� 12 C�oR 1-G/s►R- G/SR� oPTI DN 1 � z lT- 1410/1-.#1?1 pnj ' "X- C?�4$. LIti� T3 r C�aQ 2- r-� pPTzb�t Vw 1700 Us r 1460 = 14IS � 'G,aSQ Cow, 2.700 Ail+.�i t + 16+Itb lql 4 SAS �au� s►w� — —�7 H'/�- = 5�IS CZ�CZi'�r$� =_3Z7 �� > 'L3b DILL.-�- S�6m�►,rt' R/L Sai v (-.Y1,6/5►5) - 340/1 - -G L° 3- 144 _ < —_ 750 STi 1D _ I ! ! ► 2 o� = 7 cop. W it R.;---Rvw ----- -� -,d►6- nt 3x -� � --._..�$�� ..�tm�T ��—I�- - '---- -� _xl_ -•i--I�-_I_ IT=9 15"u,16-p Designed Checked I R- Date 8 2-6 Sheet of T S R-�:vb, , A/IVI 1 r ,__..� JRF Engineerfn 'rime. ENGINEERING & PLANNING SERVICES Project Name: PLAIH 1533 / 11k- - I- No.: _ B t-"nu-- w 41& Lit 11 1, I � I i l l l � i 1 6`e - I----_! •—. it l In; jJ a` I � FIII 411f I �F,(4b) POP.4514 On,m rip,_ I 3-lA.R 71, n fX 3- C164 3,5 CA.P_ 64.R, APTJbN t4 iris i ywiNp t^w� to ; � 0.5 co-p- uxp.$T V s 21 a# f- D 12 6 -t- Wob LIME i $is c,'.p. vvOpSr cA,ss� Vrww . = tp Iz/2)(6+0/4�) + zb, o�z5Cz2D�zjCl��t �� Izz v3-S 0 111?) C �15xIIY,3 + UA0--LS �3lgo115111)+ a($�2) 124(1431) d 1 111,8 55ab+ .46o + 1-760) = I Gob " Designed .1 Gryl Checked R1z Date 5A6/1D Sheet fi of t5 r<O�D, 1, 1/ti7/11 JRY '* 'nc. ENGINEERING & PLANNING SERVICES Project Name:_ I"L,4.1� 1533 AL)L- -G'R_ _ No.: �_u 0'55, (�Ti tro,P — -- �itir� [A—.�IN . LI I_ 3 C/�R w�as�- �a�� v. .��30� 1fa� �- 1310 v �b75 � - - 3 5-444 IWTO&�3) U 1ofl0 0/2) - '11b0 34�0# — 2700�. V = 1 D I VS lib i I (-� T z tiB°lD (3 = 3 L2 11/ < 2 ��_ — �� 4[l / , UPLIFT _ C222C ®�CI3� DIb C6D.+2 1- 15 13 -1 _I Li Nt� �`D % � 3 GaR� 1�, �,� C�•(z oCf.�4�- I� 1 ( �.;�"'i E v- boa/ 15 - 46 / ; (-PHA F-06 AI6l �z 'la, c �J_ OiT , PDT GP-t - - -- i. _I _.1 la -LO'74 , 1-7 rl SIR V _ 1675 LINE fi 3 i i—o—I- _7VszHER I i � Z RA i C I� Designed- -T6M _ Checked H� Date— 24G D Sheet_ of f a RXVD i 4/,Li/I I cTRf' E Tnc. ENGINEERING & PLANNING SERVICES Project Name: ALL -C,, .(L — 30 5h-T l No.: _ �. v� �T1�1—�D�16�1"�.��,U PP�� I�.rl �6►�_%i—j _ i _-•��-. (-,)D 4-1 0 - V 7�5 (4A) fi45oi '� 2 ( QZs��1I�� II IN I I i_ i i t _I I 1 1 - z�6 NF #2. 7yp- OINA MAIN rv-� �-- -- ' 715 C4fz> = J450 u1z=4�1oRA Vr = ♦ V= 3165 - jzi5(0) - In* < 3b45�(IIiS� - 1'Yy : '�I•by f (�IbS� 12�J�IIS� (IIJ,1 = 33gD'� < ?��iDI�(1,15� � '�4�DI� 1 y° WDD /F,P, - ltr v = 121S 4/2�) ; 2 _ 6P-K, ILIrI/DIN, �A.Y-wool 4DP,, ; L = - -� 30 f.1 /Z 6 t o`�'� I I I —� � h't � G l n (•b 15��'� =• 3 22p I u � 2�'�0 C I,I5� � 3�•D'� q x�b O F�2 I CA' OVmi,s6 c, , TPusc rl'x7R, F - --H lZ ��; Y►'1 = AID C��z/h = 00 � �43g �-- Yd Gi 24 F-Vq 64-Z 1. Designed- 7r-M Checked- P44A Date- ahz�Ijo Sheet 0 of - v JRJrlo Engineering, 'rnc. ENGINEERING & PLANNING SERVICES Project Name: PL..4t,1 (5'�3 tl U( —lAP� — 9sotA No.: }D—d2 r l_ 2Q 5 14 /27 /ja _- 6 DSO 60D 6116�z 644D� . �0�14'� � I - -..��-I�� ..o�rz �� A��vl✓ f�,�.�; �.. = fit' :.-�� I +_ _..i:��-- "-- � P 715 (11 6 3�f°fa U�J-� vt- 6�,5V, vJI = - �5a1� 1-6S4 �'a�;-I��6/1, � � �i cr _i �_.a_.I_ v = m = C) ATL �4 �71 5 yf�K I2 24F-y 4 6•I..,t3 l kL i b 57" k PA b P-6%'D. i - PMAX 13&Ov 4 i 6 PO ST 6 G;s Qw.s+. ) (.ores W/ (4) 4- �E,W, A� � --�,--�-j--- - v 1 - Yn 2 a'4 11+CI11:5) I t Designed S4.M Checked l'"'R Date 16 Sheet f of TIMBER COLUMN DESIGN (ASD) 2005 NDS/2009 IBC Description: Try 6x6 Timber Column Formula: F'c = Fc* 1+ FCE/Fc* /2c - s rt 1+ FCE/Fc* )/2c ^2 - FCE/Fc* /c Input Values Fc = var. psi where: HF#2=575, HF#1=850, DF#2=700 & DF#1=1000 Emin = var. psi where: HF#2=400000, HF#1=470000, DF#2=470000 & DF#1=580000 c = 0.8 0.8 for sawn lumber, 0.85 for round col./pile, 0.9 for lu-lam timbers h = var. feet b = 5.5 inch d = 5.5 inch Calculated Values A 30.25 s . in. /e var. inch (/e=ke*h*12; where: ke per Table G1 & h is the unsupp. length) Fc* var. psi (Fc multiplied by applic. Adjustment Factors, CF=1.0) FCE Formula FCE=0.822*Emin/ /e/d "2 F'c Formula F'c=Fc* (1+(FcE/Fc*))/2c- s rt ( 1+(FcE/Fc*) /2c)"2 - FcE/Fc*)/c FcE var. Critical Buckling Design Value for Compression Members (psi) F'c var. Allowable Compressive Stress (psi) Load, P cap. var. Ibs (P = F'c*A, at 100% cap. load duration factor not yet included) TABULATED COLUMN CAPACITY(at 100%) Description 6' ht. I 7' ht. . 10' ht. 11' ht. 1 IT ht. 13' ht. 6x6 HF#2 16,160 15,610 920 . 14,070 ' 13,070 11,980 10,890 9,840 .. _ 6x6HF#1 23,330 22,210 20,820 19,150 17.370 15,550 13,860 12,320 6x6 DF#2 19,610 18,910 18,000 16,910 15,670 14,340 12,980 11,710 6x6 DF#1 27,590 26,350 24,810 22,960 20,940 18,850 16,850 15,010 Therefore; P allow. = Pcap.* Co= 14 D'7 b +e 1,IS = !b I� > 13 6D6 It --DI4� Sheet f2 of E ''nc. ENGINEERING & PLANNING SERVICES Project Name: U I S33 ALL -664L -W# SrNDW No.: r19-O-LU 1— _I_ ? 1 I I --�._ l K --2A 16. �'``2- �'_._1'b'?o,6, �l,�x, IT `r ,` L' =14' 1_� I i 1+1 , -Cr ? I a I I 22.E S " I-- � r 1xto 001 eI6"ot6, fz,/T�f, _ 2><1 D F,T, ��/ Z'C,44-JT Rom) % T� Pr1050 �725 f6S) I��Iz = 105D�` fir=67 241�5 II Sy 178D V= lift x =3ro� I i ti�S 0,4. FF T:, ( tx3�, /gym, �u�p, E'er w4V own i GP7&(OL sum �po S"O'C' 4 N-I D) 17/2 t- bS "7 40 4-1014 J, 4)�4 4FF#'2 �o,�r 0, 4,g -J6 4xb 0- gym , ,pwi) ! _I 1— i �-1 --—? - --�— C ——_ ---- -= I � I + ► ! � I I l r i l + � F ! l i l �� ! i � � Designed Checked Date Sheet fi3 of _ � f �. JRY-,O Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: F't-� 15�, AV, -C�- (?�7"� --3D'�Sr�1�J No.: �- ri 3 - R, ?31 5-GdR Orn b t J s ; tnl- z(0,70+ ('L4 Q-) `f- 65 -�-C4D+1 D) 4D V = 4-0 (14/27) 23 �;p -kL `3330 3S- r -- 21%16 x q-V4 z,tegl 2 ('�b�� r �2})3/Q lVL Z IVI b X o 1/4 lop fiDd c 1�rloc, b on 1 -D R 1 L. W (�>04-15 5�5 Ik 61 15) — 4 y,I'1. OF #`2 4t 4 04 ti)P r w 'l0pnal 14F-V4 64, w 1 -2x 4 69-1 PPUE -k► 5'GAR C�t�, DOP- 4Mi ; L=l vr� Can+�s� r!3►/z -1� + + 0,20(Vi) = �17,5le/( f1'j z (j17r5 Clj�i �J = , i77 < g4��r ��'�15) X GI -4F—U4 94Z �� 1-`�.�4 Gf'�� ' b.�., �o�r` }��'-�;• : ON 1-'IX4 c.H Pp6- mr I31zL&, s -- 6�0 �'ail (1 5 15) �I r 15� Designed SG f11 Checked RK-(z Date 2 Sheet 44 of r �� ,TRY'? Time. ENGINEERING & PLANNING SERVICES Project Name: i P L,4 IJ 1 S3') A 1.—(AR I ; '�D�' �M3�J I No.: 450 II F67 �rAr�a - - I � cam,--(t�ij�-..-_ f3-rJbG..��'�'` .-� ,-6 -- --► � w'�1R-�.St.D�� } --- -`F 1'141 Ir 00, Designed .TG i l Checked F4-R Dade_0`16 AD- Sheet �6 Of ' s_'` ZON20110046 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20110046 OWNER: Encore Homes, Inc.-Hoyer, Keith STATUS: APPLIED ADDRESS: 17914 81ST DR NE, ARLINGTON N 1 BALANCE: $0.00 �+ ISSUED: CREATED: 10/11/2011 SCREENS: Select Screen .. - . FUNCTIONS:I Select Permit Function... [� -BLD REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION 1ASSIGNE...JDUEDATEJ LAST I (#) IREQ?DO... ASSIGN I REMOVE 1002 P-Engineering I MHAYES 10/17/2011 0 Y N Assign Remove 1004 P-Engineering I) LPETER... 10/17/2011 10/12/2011 1 Y Y Assign Remove 1014 P-Public Works I LTAYLOR 10/17/2011 0 Y N Assign Remove 1020 P-Sewer FRAPEL.. 10/17/2011 10/14/2011 1 Y Y Assign Remove 1026 P-Utilities Fees RSHEPA. . 10/17/2011 10/13/2011 1 Y Y Assign Remove 1028 P-Water EANDER... 10/17/2011 10/13/2011 1 Y Y Assign Remove 2000 C-Building I CYOUNG 10/17/2011 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 10/17/2011 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 10/17/2011 10/12/2011 1 Y Y Assign Remove 2014 C-Planning I THALL 0 Y N Assign Remove w SOO-, 04, http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit Revie... 10/17/2011 � 0 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: 10i6i11 Address: 17 9 I`( � �� D�' /v, L, Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homes, Inc. Signature: ZZ 1/1"erification 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 [Zj c. Addition ✓� d.Accessory structure 2. Proposed Dimensions: W) L) H) -<35' Total SF) 3. Allowed Lot Coverage: Total Lot Size -7 Z�O SF x 35% = 255 ISD SF 4. Actual Lot Coverage: (SF of all structures) �62-0 - 77,90 (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 _F-1 DENIED_7 DATE INT r [ 4, � j I 1� I a: v `` I I _ I ` I r�I I I ._I,` 1� r I Site Information: Impervious Surface: 17914 81st Dr. N.E. House w/O.H.: Sq. Ft. Arlington, WA Driveway/Walkway: Sq. Ft. Parcel #:01047900008000 Total: Sq. Ft. Unit Size: 7,290 S.F Legal: Magnolia Meadows, Div1, Phase 2 Lot 80 Notes: Job #: 1. Downspouts to plat system Plan: 2. Stockpile to be covered within 24 hours. 3. Entire site to be disturbed 4. Silt Fence as needed 5. Denuded soils to be straw covered. 6. Armored Construction Entrance. 7. Parking pad concrete / driveway gravel Setback Notes: Lot Coverage <35% Area in front setback <40% impervious Front Setback 20' Side / Rear Setback 5' Ht. 35' No Overhangs in Easement Areas Rebar Set 1' from actual Corner U.N.O (true corner closer to road) 26. LOT SO <<:, 7,290 SQ. FT. Tzt 33'-0"- L U O IJ n a D N 4 0 N m Qa 0 a { I.... O' 25'3" V LO a c0 119.391 RECEIVED N OCT 11 2011 COA PERMIT CENTER 0 ft. 12 ft. 20 ft. 40 ft. Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer 0 - , rn O r rn I Or N mm6) i r t W SA 1 _ 3 men �L T � lJ1 Z �► p 0. Z Mj rn N N �. 2 rs �� Z �i-T LC ff-7 m r x 2 A ? 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