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17905 82ND DR NE_BLD20120026_2026
BUILDING INSPECTION REPORT G1T Y o� Permit No. 12— OD 2-(0 Address: 1-]1 OS 192fsd Dr 9� Contractor: P"G ?Eo<t N G't Owner: E&)C D9-E 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 V Inspector: Date: 411o7l� ® 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 G1T Y o, Permit No.12---002-to Address: _�7�OS gZ 7.p o Contractor: F-nCD►''e. �rNG'C Owner: Eticori!, Date: W— l Z- 1 Z ®APPROVAL ® PARTIAL APPROVAL ® VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before r Inspector: G ._�� Date: s. ® Under-floor ® Framing ® Gas Piping ® Footing Drywall, nailing ® Consultation ® Foundation 4hear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry CO Drainage ® Insulation ® Other: P� BUILDING INSPECTION REPORT Gl�Y �� Permit No. �2-.— W2e Address: 1701 b,� �.� p`', Contractor: U'1Go✓`� t1NG� 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 Xinsulation 0 Other: BUILDING INSPECTION REPORT Permit No. 11-- (X) I - Address: r 41 119(p 7.p o Contractor: �rlCor"e_ <INGC 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 �Knsulation 0 Other: Ga r ;"j, M BUILDING INSPECTIO1 REPORT GAT Y o, Permit No. Address: � Contractor: iyGDrCG� ���1NG10 Owner: Q� Date- Z APPROVAL PARTIAL APPROVAL jj 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: !�43 XUnder-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: Yf\K BUILDING INSPECTION REPORT Gt�x o� Permit No. 1_ 00 4911y j Address: 11 61 �J� C7 c�n� c Contractor: C�C�'(`e� lN G��Z Owner: A C"6f'f_.' Date: O' -` 1- �`-� APPROVAL 1 - ® 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:m" ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ,211�Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: H H 00tTl ' y �' � > (DID 00 z � h C N � � N c`1'n O Vo O ¢ z d � w d � z � H Z H H z O � z � H � � I a-, ~ ~ z zr > r dtTl �j �:L d H z 0-4 d z aq � � n > O � � F d zd N O C� z ti d � N fD' z Q ProPertY Address: Conditioned Floor Area 7 NJ 2 Nt 2 tllZL. Builder or registered d Date design prafesyonal; (2 NL N StBnamtre. Ceiling-' Vaulted R. R-)W'," Attic R�F900rs Overvmcouditio"i space R- Walls: Abovegrade it-! Slab on grade floor R_1 Below,int. P Doors — Below,ext. R R- � -F'WO�and Sill R SRC rating(or) � Defaul[rating t t�tows�c200 Windows U_ �rto 9 UPR°tr (� Skylights U—� SHCC � � GC- - Told C9r t 9 d!!s � System Heattiv C'00314 d{Uo P' Crt nu'-+ifcflottt' e, � 11catin Ts, at tooling kmdenq. DFI W UurtSr fl /_rakq�r All ducts&HVAC m conditi "41l.gp oned space (yes/no) Test Method: Tofallea a fnsulotiunR- Test Target _Leakage to exterior Buildui ��M@25pa or�4irhandierprese—irt e air Icy;aec�gnet�S�li FnP u3p.7est c�Result Present �+a7r System type: E2rrbyePOwer.tyrtrrp t_ — Rated annual generation �Kwh Dui - .es ing Calculator (New Construction) House address or I t #: /? 2tOD Om AE-441L__tN Conditioned Floor P rea: ,2_33.gy Duct tester Iota ion:600vv—, boo/L Pressure tap location: Ring (if applicable): Open 1 At Rough-in (Total Leakage) Test Method & Test' Calculated Standard CF IV]_ target Air Handler Present _ a (tit <_6 CFM,S per 100 sf of CFA 06 X - Air Handler not Present <4 CFM25 per 100 sf of CFA — 04 x C FA ,_ =M Post Construction Test Method & Test' Calculated Standard FFM Target Air Handler Present (Total Leakage) _ 08x CFA 1 s 8 CFM25 per 100 sf of CFA Air Handler Present (Leakage to Exterio 1 <_ 6CFM -- 06x - - CrA. _ ;=ti zs per 100 sf of CFA 1 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) TTested , Standard Calculated Test Result M , (i 1.$4SCFM50 X 0 055; = 23cr p (-FA X 144)) = SLA 0.00030 SLA 101.4-1 div tied b; 344 I_.o SLA OGb L� Glossary Rough-In: After installation of the complete a , distnbuhon y�,tem out betore inti:,; l en o; nti.nr.:ior and c,he ilt ^.ijows for access to all duct seams and connections tors -eValuatiOn o! Na+ integiity ,t ;and.a d i, net ;net Post Construction: At or near final inspection The home mu,,! be, compieti, enow n. to prc ;!,r nnm,• to ?S :..• Total Leakage: Aggregation of the entire syste ms duct ieak.ag, ,n r, duc! tell Leakage to Exterior: Aggregation of all duct ; stem teaks to tn,, exter:o, ,-)f tl.e CFA: Conditioned floor area CFM25: Cubic feet per minute of air leakage at 25 pascals of ire. „re CFM50: Cubic feet per minute of air leakage a; SO p c a of pi, 1.,;,,r,• Pascal (pa): Unit of pressure SLA: Specific leakage area CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUILDING PERMIT Address: 17905 82ND DR NE,ARLINGTON Permit#:BLD20120026 Parcel#: 01047900006600 Valuation:$0.00 OWNER APPLICANT CONTRACTOR ENCORE HOMES,INC ENCORE HOMES,INC ENCORE HOMES,INC KEITH BOYER KEITH BOYER KEITH BOYER 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@encorehomesine.com keith@encorehomesinc.com Lie#:ENCORHI914NS Exp:8/10/2013 4 dW OWN CQ L=.> i_ MECAAWCAL CONTRACTOR SOUNDVIEW PLUMBING 5917 195TH ST NE 3 ARLINGTON,WA 98223 Lie#:SOUNDVP033NF Exp:6/13/2013 Lie#: Exp: JOB DESCRIPTION New Single Family Residence 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 110/IRC110. SAL. 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 cod ' UUArlinngt #3101. IAV Si nature Print Name ate eleased ly Date ARCHIVE = APPLICANT ASSESSOR OTHER BLD20120026 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. • Replace the brass fitting on the tail piece. PERMIT FEES Date Description Fee Amount Paid Balance Dne 1/24/2012 Plumbing Permit Fee $217.00 $0.00 $217.00 1/24/2012 Mechanical Permit Fee $75.00 $0.00 $75.00 1/24/2012 Building Permit Fee(QTY: 1) $2,500.38 $0.00 $2,500.38 1/24/2012 Building Plan Check Fee(QTY: 1) $1,625.25 $0.00 $1,625.25 1/24/2012 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $4,422.13 $0.00 $4,422.13 CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/[JTILITIES/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 BLD20120026 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT M BLD20120026 _ X:. OWNER: ENCORE HOMES, INC-HOYER, KEI... STATUS:APPLIED L ADDRESS: 17905 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 1/20/2012 SCREENS: Select Screen... - FUNCTIONS: Select Permit Function... - (V(0 SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVIE... DESCRIPTION (ASSIGNE...IDUE DATE LAST I (#) IREQjDO...j ASSIGN � REMOVE 2000 C-Building I CYOUNG 2/1/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 2/1/2012 0 Y N Assign Remove ax cl http://coaweb2.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Revie... 1/20/2012 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, FULL Y DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: ED Residential Addition ED Residential Alteration ii Also Including: Plumbing a Mechanical Project Address: 1 � sy� -Dr' N�, Parcel ID#: 0104790000 6600 Lot 49 Subdivision: Magnolia Meadows Project Description: New Single Family Residence 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)220s223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com Address: same as owner City: State: Zip Code: Building Area(Sq Ft): Ist Floor: 1331 2nd Floor: 1059 Yd floor: Deck: Garage/Carport: 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)658-99005917 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 ab Ve information is correct and that the construction on, and the occupancy and the use of the above- described property+vjll be ' accordance with the laws, rules and regulation of the State of Washington. (� 9/26/11 A licants Signature Date Keith Hoyer Print Applicants Name RECEIVED FOR STAFF USE ONLY UAN 2 U NIL 0*11J COA PERMIT CENM Permit# Accepted By Amount Received Receipt# Date Received , �r 5.f RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington•238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 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) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 35 Units Traps(other than above items) Column Totals 16 Estimated Project Valuation Building Square Footage 2390 1"t Floor 1331 2nd Floor 1059 3rd Floor Basement Deck Garage 429/659 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 80 feet. C. Difference in elevation between meter and highest fixture: 12' feet above meter or feet below meter. D. Pressure in street main psi. (Measure with gauge or check with Water Department) I hereby certify that thy'above information is correct and that the construction on, and the occupancy RMVove- described property wil be in accordance with the laws,rules and regulation of the State of Washington. 1 9/26/11 JAN 2 0 2012 App icants Signature Date COA PERMIT CENTER 8 bLbaD1-a-(0-ai-0 \ 1 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 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: p 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: S �'-Z'� -Pr, Ni Parcel ID#: 0104790000 (,,(, 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: RECEIVED Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES ❑ NO JAN 2 0 2012 COA PERMIT CENTS YL)b 9-01-a- C6 2390 CG/ 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 _ ✓a Two (2) accurate fully dimensioned plot plans Two (2) sets of construction drawings _ ✓� Two (2) sets of engineered drawings and calculations (If required) _a Health Department approval of septic system _a 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 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 •FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑✓ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1. Two (2) complete sets of plans on 8.5"X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑✓ FOUNDATION PLAN (Minimum '/41' 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. 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. 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. ✓❑ 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. 1 acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be consider d a complete submittal. Signature: Date: 9/26/11 OwVer/Owner's Representative Company: Phone: (360)659-1579 6 ZON20120015 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20120015 �*- \ OWNER: ENCORE HOMES, INC- HOYER, KEI... STATUS:APPLIED ADDRESS: 17905 82ND DR NE,ARLINGTON BALANCE: $0.00 ISSUED: — CREATED: 1/20/2012 �.} SCREENS: Select Screen... L FUNCTIONS: Select Permit Function... GENERAL-BLD REVIEWS PRINT ADD NEW SUMMARY �REVIE... DESCRIPTION ASSIGNE... DUE DATE LAST I (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I LPETER... 1/25/2012 0 Y N Assign Remove 1014 P-Public Works I MHAYES 1/25/2012 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 1/25/2012 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 1/25/2012 0 Y N Assign Remove 1028 P-Water EANDER... 1/25/2012 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 1/25/2012 0 Y N Assign Remove 2000 C-Bui!ding I CYOUNG 1/25/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 1/25/2012 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 1/25/2012 0 Y N Assign Remove 2014 C-Planning I THALL 1/25/2012 0 Y N Assign Remove http://coaweb2.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Revie... 1/20/2012 RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 9/26/11 Address: 1801 Grove St.Unit B Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homes, Inc. Signature- tlVerification 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. Single-family dwelling ✓❑ b. Duplex [a c. Addition ✓❑ d.Accessory structure 2. Proposed Dimensions: W) L) H) <35' Total SF) 3. Allowed Lot Coverage: Total Lot Size J� SF x 35% _ �> SF 4. Actual Lot Coverage: (SF of all structures) 1 �(y - 7 2-0 (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? 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 RECEIVED OFFICIAL USE ONLY UAN 2 0 2012 ^ PROPERTY ZONED APPROVED �_ DENIED �L9a1 $1T ZO N d'V/L9-0015� r ;r - !_•.}:�: Site Information: Imperviou. surface: 17905 82"d Dr. N.E. House w/O.H.: Sq. Ft. Arlington, WA Driveway/Walkway: Sq. Ft. Parcel #:01047900006600 Total: Sq. Ft. Unit Size: 7,205 S.F Legal: Magnolia Meadows, Div1, Phase 2 Lot 66 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' N Ht. 35' No Overhangs in Easement Areas oft. 12 ft. 20 ft. 40 ft. Rebar Set 1' from actual Corner U.N.O (true corner closer to road) 105.241 - t LOT 66 71205 SQ. FT. v nrru M v a) v 3518.811 v LO cc CD 00 c ` LO CD � CO 25' n' w o i i i c f CoCne�s RECEIVE 105.06' Magn°,a Stampe6,A-s �, ate c P JAN 2 0 2012 O�`S /- q h a\j ,COA PERMIT CENTER l C;) 01; r Encore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer P RECEIVED E XCUE.'JAN 2 0 2012 JRR En gineering, Inc.18609 76th Ave. W., Suite B COA PERMIT CENTER Lynnwood, WA 98037-4149(425) 697-5108 Client: Encore Homes, Inc. Project Location: Varies, Plan#2390 (0924...)2-Stor7 1801 Grove Street, Unit B Des i n 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 mare severe wind ex osure 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 Windspeed, V m h): 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 Beadngi 2000 psf(Contractor shall notifv Engineer if testing indicates beadng ca acity is lower than 2000 psf) Wind Design: Ps=',*IN P.3o*Kzt (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; X,Adjustment Factor varies over height&exposure(Fig. 6-2) Iw= 1 1 Wind importance Factor(Table 6-1) P.30,Varies with roof pitch and building zone (Figure 6-2) Kzt= 1 Topo . Factor 6.5.7, Fig.64), equal to 1.0 for flat terrain Roof rise in 6 10oo ise in 12 0 " Horizontal Pressures (Kzt not yet included) Horizontal Pressures (Kzt not t 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' P.= 14.4 2.3 10.4 2.4 0-15' Pg= 11.5 -5.9 7.6 -3.5 15'-20' Pe 14.4 2.3 10.4 2.4 15'-20' P.= 11.5 -5.9 7.6 -3.5 20'-25' Pa= 14.4 2.3 10.4 2.4 20'-25' PB 11.5 -5.9 7.6 -3.5 25'-30' Ps 14.4 2.3 10.4 2.4 26-30' P.= 11.5 -5.9 7.6 -3.5 30'-35'P,= 15.1 2.4 10.9 2.5 30'-35' P.= 12.1 -6.2 8 -3.7 35'-40' Pe 15.7 2.5 11.3 2.6 35'-40'P$ 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`1 SoS= 0.833 (Eq. 11.4-3) 1 D= Site Classification (Section 11.4.2) IE= 1 (Table 11.5-1) Fa& Fv = Site Coeff. (Table 11.4-1 &11.4-2 g R= 6.5 Table 12.2-1) IV= Seismic Base Shear(Eq. 12.8-1) Cs= IE*SDS/R (Eq. 12.8-2) W= Effective Seismic Weight(Sec. 12.7.tAq p= Redundancy Factor[1.0 < p< 1.3 Sec. 12.3.4.2) Therefore; V u t= 0.128 �1 c1s rER .4lnNAt.Y� 81 t rs's (0�27/4610 Prepared by: JCM 1 MAPI Checked by: RKR Project Name: Plan 2390 (0924...) Project No.: 10-02Y 10/12/2010 Page 1 of J"RR Erigineerfng, Inc. ENGINEERING & PLANNING SERVICES Project Name: PL W ZED (QGi'2A I') _ No.: s 40� � I � . 2. to wo a Designed. .TGI _ _ Checked- __._ } Date Sheet 2 of 14 ;. 1 JRR -Engineer�Fis�, Inc. ENGINEERING & PLANNING SERVICES Protect Name: LA S1402 No.:_ cn n-01Y g Z cN CL AQ: lit- _ L14 a Ot _ O .m , , d # . " -- ca Ah Designed__-T _M _ Checked_ RKP- Date 10.6 Sheet S of1_ .: I ' �TRR �ngin eerzng, Inc. ENGINEERING & PLANNING SERVICES Project Name: PLAN 14L4b Da124, ,� _ No.:--- I LATS R,6t4A nw u .r4 . . Uf k -U3 4 ,.�^'4Dh.�c7 :4- '�4�� Cq n $�/ '�. �{"; tOr4 (ID (S/I) 'mW� .4P;r3b. :.� 12Op . IfD F 6x3t5 � 71( �5;47 ��:- V*i rIN, i '11 P�5tq � X, C fiTIOD P;. '4 jet } do = 3l45 Deslgned 1714�L- Checked �!c(�_ Date Sheet__ 4--of i n eex-l",g, Inc. ENGINEERING & PLANNING SERVICES Project Name: F64''N E IMP C Dfl241 r ►) No.: tLo—ol Y LABIAL-\ 5 al 5 M I G i (IDA. 5�#A-1,st 4 "fAO.4 �'� :�llz z. q��i. wbrx, two.1t6ni) + �.O' 4 -) V-+ K W', 7D t V -:�I�K� R�4V'N�NGY .�i��J?.•� p ,�( ` �'�5'te� -uPP�R �t+�6r4a-s��i-. , ...k ., . 'K tap 3 17 b. -.c 4, viIob WWIE U® , v .- 5350 f 1/`z.�: 2675 Izlb° U's 2 675 4+ 70 w (576�iq � .b'i5 j v= 360D 4/1,10) ZiD �` 600 1 i v= :sbm 440/141*) 4.-1675 Designed__ J_4M Checked PIKR Date r01/14 19 Sheet___ 5 _ off • J"RR Eng�rl.eer.�ig', Inc. ENGINEERING & PLANNING SERVICES Pro)ect Name: pL.A W f- _VSi6b Q!j 14. No.: -b2Y �...L Li NF Uo _ va.7 t" `r45*/1 0.O�' tlGt FMb, GaNVfzN71ANrArI. M�Nb` N �lN6__(coNvb) x U.l U 3 r . f-A6b I.ONY� daN' c. /04 .LINE b g rr� cow f� t nAr pN 1A WO rlvj IL x 5 g V q 4Q"1 eot.T = 7211611 Z L(N G i '�s 3050 `. Vo, W5 bfXA6 cOr.N to (ti� ,�� a blo hasp ro" , r61vy s��4P�f.r,sPU 4 A% F=J, to 64,1DP Ft, Designed Z"GM Checked P_KR Date JO/14 A Sheet 6 of1_ ��i J'RR .Eng?n eer�rig, ,Inc. ENGINEERING & PLANNING SERVICES Project Name: p L _ qD 0a 2.4 , _ No.: 0-no ly V - 3?2p 6M m x. :,awlCi R�►G F trwz �-5 t*,5 $75+.Atl.4-;has .t47 ILI DIT-% Ma's GR+rrti Z_400:�/0,1 t�T V N .51.41 tis 4 4��s .t�.�r Zt4�. . '�-4t-L < 3 ao'�� W& 'LD3 Vt f�s�>•t~ot�-. --9 U�I.t�',:= �4� �19� � ...�.�.���,`':L �'I�C�..�;'. �+,� .._ +6+�R,->F� b�R Z�? V�l,t�! = 2�� 1-13 6.. ms: �` �Q woftP . ON 6-wa 4,7&mwA4SIDRf-N6 wa celR-rz Designed tCM___ Checked R.ltft Date Sheet 7 of i JRR Eng�22 eerlJMx, Inc. ENGINEERING & PLANNING SERVICES Project Name: No.: tD-h2`r P'wf I=R►M1 i is i—� .. •.. —.: .. M :M 6�0 . J'Lbp wyn 60 14QWS, 1i-TkSs 04) m S540 . GIB► : �� � .rt 2''.O�G� x. 7' 1 T / 17 dot- 'l,ti 5 (5p1'�`�,/�I fie` 4' 43 ?4P .7 -4* W�IiF Jbi� �; Sfi' ci , NTH 1 'f1rR�,.f ,p )F? 57D � ... Z 3 (4o i-io� 14/L t 60 Deslgned XC-M _ Checked R4e-Ra Date b I b Sheet of 14 I . JRR En,�n eer�ri ,, Inc. ENGINEERING & PLANNING SERVICES Project Name:- �,rg}��(G 23 ( M 14 ) No.: to- -LY NfiF- �R� cU'dRST CrS� i A 5O ' '(' 6° LIU/DAl,1 L ='La+ •/ A: P- '1-145 �W) 117 ,Gail,, a 1(45 C �1'C 17>c12�1 22 4Ij 3xlbxl'�- �I 03bn�1- .0+.6 1y �-. b�7 _N /• . L/?�?.$ �: Ll (4Y- SP44� �UPP, Ibppm, #I G�o�f�j- di, 1 U1'z4' I tL ,. F � kt�z '��I4i4 t65.t ti% RL�M4� I�07 -� ut, = 67 eZ qM 1 3/�K�`_' F -y4. Deslgned Checked 0!-I Date Sheet of i JRR En�neer�fng, Inc. ENGINEERING & PLANNING SERVICES Project Name: No.: Sb�D 10'be� i M -�' irti� < tea 0 �6�15� -�� Py23'� a D� q25 �►,� f-�/Z�r��'. .L.._.. ` -• . 44) �µk� ICI.-R•�. ��.� ���v�.� � .1..7a �R� vat-; I.� 1:�' :- •_. _ .�y/ (6��;4�. PIwR Btu,.P�B¢U�,T�3+6 SIr;,}}.�4�p� 6 �5�)� C15�)U,�a?(•� � a r5�7�• .IGx,t�J .Q�S"' la�l �(���� � QED 1b�►'1���`Z l3�,� ft t " 9D 12���g t5�,Z1 4 1141rw Designed�&rD___ Checked Date��/tom/1 Sheet c of i J"RR Er2gineer112g, Inc. ENGINEERING & PLANNING SERVICES Project Name: PL.r41-I ��OG124 .��� _ _ No.: Io-Oly tig ID(-#1 614-k 140R-, '1 . V � �b•� ����� � �d d 5 � �,. 3'�.3��' �'I�Ise ,/ M z4� A)"A 4�00 /.�► .- ti�5 ([}b$ �1�4/01 G d'�� �R ��r��ro, 5U��. Dl��u.�u-� � � ��I.IV� -�DFm#4�1-a���7,'�r'• i 1.47 �Ii;f 5� a 7G.69 _ lD # .k-► .Po��- .p*v- (14 G}�K► .�66T 0c. P,4D U N D C. -y Kau, roa, ;gar, m 7 5 �--- A,9& fM Ofi#2 A = P75. = 4► 97a ��� #4 -R44 Ev.. Designed.___ Checked Date. 101Q_fj� Sheet�lof 24 I JRR Eng�i 2eer1n�g, Inc. ENGINEERING He PLANNING SERVICES Project Name: PL,,4,d Jj 1,� (0024 ,,,) _-. No.: T C)-Ony r 4 ..k _ USF— 6,K6 WFA-1 p1m . M67 �-Gr m' b?(14+5)Z!$ (76�rot Ib67" /'f' IS) 10I1ZI Gam, 4xI V-#'l !m, -WtW:P-' Via.WAt4 LMA-W, 64 +65 �l1 �46`(b r��tifa 33 0► 4 42 41 Utz' *46 W'0 &uv Ag U6 4M '1 ;aMEAAtr1 4..4 -FO gr'C*44 Mom. i�+OV-40 e 4-'-�H $4ew6 m as f +4 Cn Cl _ _ip 4At11s) // 'L Dj Designed__ Checked, __ Date D Q Sheet of 14 i Stud Wall Design (ASD) (NDS 2005/2009 IBC) Try 2x6 HF#2 @ 16" O.C. b = 1.5 Fb= 2387 k= 1_0 d = 5.5 E= 1300000 d = 0_8 S = 7.56 Kce= 0_3 SL= 25 A= 8.25 Fe= 1708 DL= 15 A L\yC. 0.5fc= 28.8 0.5P = ;S?>'TPY2•'•'(y?: fc= 42 = S ;K fb = 437 0.5fb= 219 0.5M* = 1653 Eave Height= 11 ft le = 132 in FcE = 677.1 psi Fc= 609.4 psi >fc OK Ww+ O.SS (fc/F'c)^2+ fb/(Fb(1-(fc/FcE)))= 0.19 < 1.0 OK 0.5Ww+S (fc/F'c)^2+fbi(Fb(1-(fc/FcE)))= 0.10 < 1.0 OK Note: M*-Moment due to wind(windward only)must be mufihpfled by w= 1.3 per 1605.3.2 Where: Fb=Fb*C n*Cr*C F*C M (Cr= 1.351n ifeu of 1.15 per 2008 SDPWS Table 3.1.1.1) Fc*=Fc*C o*C F Values from NDS 2005 Table 4A (HF, E=1.3x10"6 & DF, E=1.6x1046) Where(HF#2): Fb=Fb*C D*Cr*C F*C M Fb=850psi(1.6)*(1.35)*(1.3)*(1.0) = 2387 psi Fc*= 1300 psi(1.15)*(1.10) = 1645 psi Where(DF#2): Fb=Fb*C D*Cr*C F*C M Fb=900 psi(1.6)*(1.35)*(1.3)*(1.0) = 2527 psi Fc*= 1350 psi(1.15)*(1.10) = 1708 psi Designed by: JCM Checked by: RKR Project No.: 10-02Y 10/18/2010 Sheet 1S of,f 4xRR R.ngisi Bering, Inc. 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