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Home My WebLink About17732 82ND DR NE_BLD20110253_2026 P14 f / ) BUILDING INSPECTION REPORT Y O� Permit No. f/"' I�5� Address. 17732- O2ic.2,, i �e . ��Lj1V G�p� Contractor: l/�,�e, Owner: GO 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 ,Ckr=r�� Inspector: l 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: • ,,..�.a-.: d ;iC7 •_ *?/ BUILDING INSPECTION REPORT Oy p� Permit No._ //^ aZ 3 Address: /7 7 3Z PzAi rz 10 Contractor: Z iVeOW6 ��LING'�O Owner: Date: / Z 7TZ APPROVAL EP 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: p Date: 27 /L. 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: � - - -- 1i� .�.,•:v�"� its '�'1'1. _ ., ... .. ... ,.iija �.v .i ._. — - f , i � - .lr�f'' �'ij,- _ - � ..4e �f �cr. . � �' 7 �. _ � � �f.._ ' �r:� - `' � ':' ' � � - 90�_3l BUILDING INSPECTION REPORT Gtir Y O, Permit No. ` �'' �'z Address: 17732 "2 ,4L41e Contractor: 7Q N G�t� Owner: y Date: oz 7 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 Inspector: Date:77 7 /Z ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: tr t' �iFTr• ��Mi.' Fir„ ... BUILDING INSPECTION REPORT Gt�Y �� Permit No. Address: /-7732 op�G�' 9�11NG�O Contractor: L510 Owner: Date: 1/1L//Z APPROVAL PARTIAL APPROVAL ® VIOLATION Co 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 De A-15 J 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: r �r/j3{'�i fit.• ��. 1. .. �! � .•. • .. 1`�r��•rl•. �I. BUILDING INSPECTION REPORT G I Y �� Permit No. 1I 6Z,53 Address: 17792- a 2AIze 7�t t0 Contractor: �i(JGD2 tN G Owner: Date: Z3 /ZZ 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 z?v7 Inspector: Date: L2-31JZ- Ell 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: • ,. r:.. �`�• tom- '-ri ,• .� .'s.T .1`._ '�^ _ .•. t n 1s.j!' laiii.i� . •Lip-_ . i CITYOF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUILDING PERIMIT Address: 17732 82ND DR NE,ARLINGTON Permit#:BLD20110253 Parcel#:01047900003100 Valuation:$0.00 APPLICe1u CONTRACTOR ENCORE HOMES ENCORE HOMES ENCORE HOMES KEITH HOYER KEITH HOYER KEITH HOYER 1801 GROVE ST,UNIT B 1801 GROVE ST,UNIT B 1801 GROVE ST,UNIT B MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 keith@encorehomesinc.com keith@encorehomesinc.com Lic#:ENCORHI914NS Exp:8/10/2013 PLUMBING CONTRACTOR , MECHANICAL CONTRACTOR • SOUNDVIEW PLUMBING ALLWAYS AIR CONTROL 5917 195TH ST NE#3 1515 S CENTER ST ARLINGTON,WA 98223 TACOMA,WA 98409 Lic#:SOUNDVP033NF Exp:6/13/2013 Lic#:ALLWAAC074C3 Exp:5/6/2012 JOB DLSCRIPTI SFR PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 0 CONST TYPE: DWELLING UNITS: 0 OCC GROUP: CODE: OCC LOAD: F. PERMIT APPROVAL?, I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. I Z f 27�t( Signature Print Name Datef f Rkleased By Date )i('4 ARCHIVE APPLICANT ASSESSOR OTHER BLD20110253 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. • PER E.A. • Replace the brass fitting on the tail peace. PERMIT(TES Date Description Fee Amount Paid Bnlance Due 12/22/2011 Building Plan Check Fee(QTY: 1) $2,380.09 $0.00 $2,380.09 12/22/2011 Building Permit Fee(QTY: 1) $3,661.68 $0.00 $3,661.68 12/22/2011 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 12/22/2011 Plumbing Permit Fee $217.00 $0.00 $217.00 12/22/2011 Mechanical Permit Fee $75.00 $0.00 $75.00 Total Due: $6,338.27 $0.00 $6,338.27 CALL F011 INSPEC-11ONS 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: Residential Addition Residential Alteration Also Including: ® Plumbing Mechanical l Project Address: (� I Z ON u Parcel ID#: 010479000031 00 Lot* _�( 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:Kean 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): 1°Y Floor: 1870 2nd Floor: 2177 3rd floor: Deck: Garage/Carport: 474 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: Allways Air Control Phone Number: Address: City: State: Zip Code: Contractor's License Number:,ALLWAAC074C3 Expiration: 5/6/12 1 hereby certify that the above 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. 12/8/11 Applicants Signature Date Keith Hoyer - RECEIVED Print Applicants Name FOR STAFF USE ONLY pmxl_o6� � COA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received i RESIDENTIAL PERMIT , SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 Number of Plumbing Fixtures (including Rough Ins Accessory Main Unit#X Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Units Multiplier Bar Sink X 1.0 = Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 / X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 1 X 1.5 = 3 Laundry Sink X 1.5 = Lavatory(Bathroom Sink) 4 V 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 Trans(other than above items) Column Totals 16 Estimated Project Valuation Building Square Footage 3972" 1 St Floor 1870 2nd Floor 2177 3`d Floor Basement Deck Garage 474 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 above information is correct and that the construction on, and the occupancy and the use of the above- described property will b in accordance with the laws, rules and regulation of the State of Washington. 12/8/11 plicants Signature Date 8 RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington•238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2) SETS OF CONSTRUCTION DRAWINGS, TWO(2) SETS OF SPECIFICATION SHEETS AND TWO(2)SETS OF WASHINGTON STATE ENERGY CODE(if applicable). Project Valuation: 2- g� �f Aft 0104790000 00 Project Address: Parcel ID#: Lot#: l Subdivision: Magnolia Meadows Project Description: New Single Family Residence Owner: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St.Unit 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: kedh@encorehomesinc.com Address: same as owner City: State: Zip Code: Please List quantity of fixtures below: + FURNACE UP TO 100K BTU + CLOTHES DRYER 4 GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE SUSPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR SOLID-FUEL APPLIANCE BOILER UP TO 4-15 HP AIR HANDLING UP TO 10K CFM FIREPLACE INSERT BOILER UP TO 16-30 HP AIR HANDLING OVER 1 OK CFM VENTILATION SYSTEM HEAT PUMP s VENTILATION FANS OTHER + VENT HOOD DOMESTIC INCINERATOR ALL OTHER UNITS FREESTANDING STOVE Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City: Marysville State: wA Zip Code: 98270 Contractor's License Number: Encorhislans Expiration:6/13 I hereby certify that the above 'nformation is correct and that the construction on, and the occupancy and the use of the above- described property will be in cordance with the laws,rules and regulation of the State of Washington. 12/8/11 Applicants Signature Date Keith Hoyer Print Applicants Name RECEIVED DEC 14 2011 FOR STAFF USE ONLY COA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY Site Information: 17732 82"d Dr. N.E. Imperviou *,urface: Arlington, WA House w/O.H.: Sq. Ft. Parcel #:01047900003100 Driveway/Walkway: Sq. Ft. Unit Size: 7,353 S.F Total: Sq. Ft. Legal: Magnolia Meadows, Div1, Phase 2 Lot 31 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 N 5. Denuded soils to be straw covered. 6. Armored Construction Entrance. o ft. 12 ft. 20 ft. ao ft. 7. Parking pad concrete /driveway gravel Setback Notes: Front Setback 20' Driveway length 22' Side / Rear Setback 5' Ht 35' LOT No Overhangs in Easement Areas Rebar Set 1' from actual Corner U.N.O 71353 SQ. FT. Ak, (true corner closer to road) RECEIVED DEC 14 2011 1 COA PERMIT CENTER -. 120.00LO I 52'6" 39'6" s I 80 L I a- � I N Ll -', 00 25'_ CVC� m` r C0 � I """7 I I I 9 -11 9/16" I 10' Private 120.001 y Drainage Easement LEncore Homes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 --' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑✓ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1. Two (2) complete sets of plans on 8.5" X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. ❑✓ FOUNDATION PLAN (Minimum '/4" Scale) 1. Show north direction 2. Indicate front street (and side street if corner lot). 3. show the location and dimension to all property lines. 4. Show the location for existing and/or proposed easements 5. Provide the scale for the drawing. 6. Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7. Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 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. 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 '/41' 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. 0✓ 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. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. ! Signature: Date: 12/8/11 Owner/Own s Representative Company: Encore Homes, Inc. Phone: (360)659-1579 6 4047 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) F-1_ 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 Property Address: Conditioned Floor Area Date �r f Builder or registered design professional INIIIIII Fir r':^''ltr::�' r f• 4' �t. 6•fi- +ff j lr� L.+ �p�sjd: )Y�t rruvxl.& '�S'wtir2i7C/..ry„SxtSYr:S,:Hi ;•!fi°,r/•'.CS'. 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Cyy�.{ Vr��.. �5; �?/{ �./ iy. :;jf. �:y::;%,'r.,v 'S{>''fw<`��;5✓/�('4iyr`:.;•x;i,f y'•:�Fr/•rSS'.�;...::: 'S%c$A ��?.�£.�#�3�a°>:'�%.�fy,! >., "�.'v`,'3•� i1�.•i"i,'.",�,+.iJ,4 y..l� :'•, .�.yy :�;�,+',-c��•y+!,:.:Ycf•,s •�ri.•1�k�. •Y:�Y Rt r�ii. f>{;,,:yr,;'i.`', e+' ..>. ,; yt:;.�1•,..y-%�.••�! �,,,?1,,, +�� :'�'r. .y, t,5/`� 4 �' Y::.?'• . .,Yrr?>.3.h1>...S.vks$�:::. r1,•'::£�:>:.{.,?iir.<;{7':a::•,%'' l• .r, ;�"Tj� 4'<.n fx�� •r+z'>�{�4 :�i3:>:% ^.,{.�. tar..::fi•. �'J:2.2'fi!.%1.d��,i.K�':f•,t�.•,. {�• .,f� , Sr r� C!'�,": All ducts &HVAC in conditioned s ace •.{<;�:�vyf::>`d{.>;�;�:: ,�. p ( Yes /no ) insulation R.- Test Method. __Total leakage Leakage to exterior _Air h �r Test Target CFMa) _ andler pre 25Fa Test Result CFM a�25Fa r . . Building air leakage target, SLA<0.00030 - Tested leakage:"SLA= +,+ ", .>-v. bi'y�^..` :•' "y �,,:Gii' via<'r" �{S�/ vr,jsc• /i„cf ! r � �ry /,.!}.Xe�'/. ''l1.;�' f! tkG:.< u tY9k.:�oS'''`f" S '��'•r` y%v�f! c•, � Y ��':p .'�;; 'Sr y,,r�,� ••��C'' SX•��, J_t .,i v'r.'. f v,...4" :�'G'•�'p�(% :i.�r Z� ��.�. 'a , "<:j _ 'fG.gC,cd'r1�.�'rs4�`�•r��#��'� ��i hr�'.,'��<Vi�i��FFii�s , � y.: Gil.. / y / it �hr./s iSi:�as�Y:il:•/rrtty�' -�/� fi: ...c..:tiklri3'• ^� ' t y. .1 j� System type: Rated annual generation Iwh i _ v Duct:tas Ling Calculator (New Construction) House address or lot #: -- Conditioned Floor Area: Duct tester location: Pressure tap location: Ring (if applicable): open 1 2 3 At Rough-in (Total Leakage) Test Method & Test2 _Calculated Standard' CFM25 Target Air Handler Present _<G CFM25 per 100 sf of CFA 06 X CFA_< CFMZS Air Handler not Present S 4 CFM25 per 100 sf of CFA •04 X CFA 5 CFM25 Post Construction Test Method & Test' Calculated Standard f CFMZS Target Air Handler Present(Total Leakage) 5 8 CFM25 per 100 sf of CFA •08 X CFA<_ __CFM25 Air Handler present(Leakage to Exterior) 06 X CFA S CFMZS 56 CF M�5 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) Standard Tested CFM50 Calculated Test Result <: (( CFM50 X 0.055)_( CFA X 144))=SLA `• 0.00030 SLA 1 divided by = SLA SLA= 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 testa Leakage to Exterior:-Aggregation of all duct system leaks to the exterior of the CFA in a duct test. CFA: Conditioned floor area - CFrA25: Cubic feet per minute of air leakage at 25 pascals of pressure CFM50: Cubic feet per minute of air leakage at50 pascals of pressure Pascal(pa): Unit of pressure SLAT Specific leakage area - .• _ :: . . . _ - - Duct Testing Code Language 503.10.3 Sealing:All ducts, air handlers,filter boxes, and building cavities used as ducts shall be sealed.Joints and seams shall comply with Section M1601.3 of the International Residential Code or Section 603.9 of the International Mechanical Code. Duct tightness testing shall be conducted to verify that the ducts are sealed.A signed affidavit documenting the test results shall be provided to the jurisdiction having authority by the testing agent.When required by the building official,the test shall be conducted in the presence of department staff. Duct tightness shall be verified by either of the following: Post-construction test: Leakage to outdoors shall be less than or equal to 6 cfm per 100 square feet of conditioned floor area or a total leakage less than or equal to 8 cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pascals)across the entire system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test. Rough-in test:Total leakage shall be less than or equal to 6 cfm per 100 square feet of conditioned floor area when tested at a pressure differential of 0.1 inches w.g.(25 Pascals)across the roughed-in system,including the manufacturer's air handler enclosure.All register boots shall be taped or otherwise sealed during the test.If the air handler is not installed at the time of the test,total leakage shall be less than or equal to 4 cfm per 100 square feet of conditioned floor area. EXCEPTIONS: 1. Duct tightness test is not required if the air handler and all ducts are located within conditioned space. 2. Duct tightness test is not required if the furnace is a nondirect vent type combustion appliance installed in an unconditioned space.A maximum of sixfeet of connected ductwork in the unconditioned space is allowed.All additional supply and return ducts shall be within the conditioned space.Ducts outside the conditioned space shall be sealed with a mastic type duct sealant and insulated on the exterior with R-8 insulation for above grade ducts and R-5 Air Leakage Testing Code Language 502.4.5 Building Air Leakage Testing:Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 0.00030 Specific Leakage Area(SLA)when tested with a blower door at a press of 50 Pascals(0.2 inch w.g.).Testing shall occur at any time after rough in and after installation of penetrations of the building envelope,including penetrations for utilities,plumbing,electrical,ventilation,and combustion appliances and sealing thereof.When required by the building official,the test shall be conducted in the presence of department staff.The blower door test results shall be recorded on the certificate required in Section 105.4. EXCEPTIONS: I.Additions less than 750 square feet. 2. Once visual inspection has confirmed the presence of a gasket(see Section 502.4),operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. Specific Leakage Area(SLA)shall be calculated as follows: SLA = (CFM50 x 0.055)/(CFA x 144) Where: CFM50 = Blower door fan flow at 50 Pascal pressure difference CFA = Conditioned Floor Area of the housing unit During testing: Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed. Dampers shall be closed,but not sealed;including exhaust, intake,makeup air, back draft,and flue dampers; Interior doors connecting conditioned spaces shall be open,;access hatches to conditioned crawl spaces and conditioned attics shall be open;doors connecting to unconditioned spaces shall be closed but not sealed; Exterior openings for continuous operation ventilation systems and heat recovery ventilators shall be closed and sealed; Heating and cooling systems)shall be turned off; HVAC ducts supply and return registers shall not be sealed. 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 134' 125%slope Top of Slope 15' 40' Deck 10, 12' 68' Shed 12' \•FS-s N I � � ~0 10, 60' S 32' c 24' O Garage Porch 5' 10' 22' 20' S' 24' 10' Utility Easement Driveway House 3312 Total lot size 16,080 sq ft. Garage 768 Deck 400 =2 trees on the lot; Porch 120 1 in the front of the residence Shed 144 1 behind the residence Total 4744 Scale 1"=20' - - — — — — — Cl= — — — — — — — 79th Drive NE Revised 08.18.2011 Residential Submittal Map i RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 Use this checklist to ensure that all necessary information is provided for review of your project. Please be advised that the 2009 WA State Energy Code is now the current code used to review your submittal. Requirements for Submittal (Complete for Change-Out Only * ): ❑✓ Completed residential mechanical permit application* ❑✓ Mechanical Appliance cut sheets* Z✓ Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu.edLI/BuildingEfficiency/EnerqVCode.aspx ❑✓ 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. JRR Engineering, Inc. RECEIVED 18609 76th Ave. W., Suite B DEC 14 2011 Lynnwood, WA 98037-4149 (425) 697-5108 COA PERMIT CENTER Client: Encore Homes, Inc. Project Location: Varies, Plan 4047 (0954...) 2-Story 1801 Grove Street, Unit B Design calculations are for 85 mph (3-sec. gust)wind exposure B, Marysville, WA 98270 topographic factor, Kzt of 1.0 and 25 psf snow load. Do not use or (360) 659-1579 Phone 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 sf(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 2009 IBC: Allow. Soil Bearing: 2000 psf(Contractor shall notify Engineer if testing indicates bearing capacity is lower than 2000 sf) Wind Design: Ps=%*IW*P530*Kzt (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; k , Adjustment Factor varies over height&exposure (Fig. 6-2) IW= 1 Wind Importance Factor(Table 6-1) POO, 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" :1 6 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 14.4 2.3 10A 2.4 Ps30 11.5 -5.9 7.6 -3.5 0-15' P5= 14.4 2.3 10.4 2.4 0-15' Ps= 11.5 _ -5.9 7.6 -3.5 15'-20' P5= 14.4 2.3 10.4 2.4 15'-20' Ps= 11.5 -5.9 7.6 -3.5 20'-25' Ps= 14.4 2.3 10.4 2.4 20'-25' Ps= 11.5 -5.9 7.6 -3.5 25'-30' P5= 14.4 2.3 10.4 2.4 25'-30' PS= 11.5 -5.9 7.6 -3.5 30'-35' Ps= 15.1 2.4 10.9 2.5 30'-35' Ps= 12.1 -6.2 8 -3 7 35'-40' Ps= 15.7 2.5 11.3 2.6 1 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. SpS = 0.833 (Eq. 11.4-3) 1D= Site Classification (Section 11.4.2) 0 IE = 1 (Table 11.5-1) Fa & Fv = Site Coeff. (Table 11.4-1 &11.4-2) R=I 6.5 (Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1) S, Cs =Ile*SpS/R (Eq. 12.8-2) 1 W= Effective Seismic Weight(Sec. 12.7.2) p = Redundancy Factor(1.0 < p < 1.3j (Sec. 12.3.4.2) Therefore; io AL - l 7 / Prepared by: JCM �rxPI p- .S Tol-L51W13, Checked by: RKR Project Name: Plan 4047 (0954 ..L Project No.: 11-02H 11/28/2011 Page 1 ofJ-7 -�- i JRR JEE7iigrineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: L No.: I J, 1-7 t - 1- � I. -L 7t0'-- �� ' _I_ t b1o_' i Ur I I I i 6— -A 14, 7-11 41 i I 14 KAZ FT JL- I 5, Designed J-L-M Checked RkR Date 1Q Sheet oft_ cTRR Engineering, Inc. ENGINEERING He PLANNING SERVICES Project Name: PI-AN D1.�7� �j �{- No.: FH --TC— ILI 14 -1 i 4--f. - -, - _ -�- 1 I I F till _ t4i5 2 _ it .J tit3 � �y t q � � 1 � ?•L ! I I � �-_ HIr.s,- _ - — _ Designed- TC M Checked = ('-- Date I I L✓ �11_- Sheet of f �TRR M7ngin Bering, Inc. ENGINEERING & PLANNING SERVICES Project Name: ALA 4047 (_ ,M5A,,1) No.: en-f+ LJ_ I I I _ I _ T. rzF A! V�1 fFt l� '�-DA D S i p, �- - , lw0 s't• eA }0 �- -- I I _.I _1� -�- ►�tNtt 14 - D�1 µ el = f 4_ p'- ( � , ' W.TO ?Sf`,1 I I 60J1 -lts!I i I rl_ L I rir-, P. Oil --1—i N T �2 —,-- 1 oy 52s5 2 AIF � C / - J- 4DD52-15 -J -L' - -! i ! i ► �- 4 _�_ I [AF Fr, = 15 C 4 s*46,s 4 161'5 1- i 4'Y' 27) - I 06 t 1 4- gx _. - 10,)e-7+I'f-�c4� 1oi3Lt 4 5 x 3n`) 4— Igo( --h• �{I 7( 53+,45)� Sil`- 1• l,0_i34 t b►�k a5,5�`' I i- J_ - � Designed �'GIYi Checked Date2�b�j Sheetof�� JRR E. eer i , Inc. ENGINEERING & PLANNING SERVICES Project Name: J?1_AW 404-7 C 04-t5.4 No.: [1 - b2 H UP PF Lo 5 N-j -7 5 oa 1/tip r -s _ r�+�70 u t it IU 3 �' I l � l l l s l l i �� 1 � 1 1 ► i � l j � i i 1 i i b 1/= 4650 (1/3)+ 3-750 �� 5-7-75 c1 ib i__.l. l —) 1 V = 4050 (I5/s L) t- 3�5D _ 7- 4 u s3-7n � 1 _ �. ' - - �•b D 11 52� 4 3750 I ► - 1 I , I 11 �1: F - .. I l -I Designed =G r� Checked P. Date 11_1 GAM -_ Sheet $ of_�7_ JRR JE7ngineerig, Inc. ENGINEERING & PLANNING SERVICES Project Name: i*6 s.H 4047 [. 5y -�� No.: _ �7 LE '3750 - = � 75D /4115+ 74- r3�l4 0345reb3 gFT I _LI N f-= U r _ I t VW "A —1- - _ o,r, OT c, j— i — 'I ��' ► � i i� �( i I � 4 � . -CIO P` ��; 9llOD/qiS -F �r5-f 5,7 + q17 = ��6��' = 1 n-// 6'Li �v ZZ-11 PLIF7- ^ 9 l b6 (0 = 15 7 D u < 7-",5 4S m�7�7 6704. T"' UPw s = rSS C��= 1�80 —i_ 1 oD SEp 5T62 5 � -�- -- ►��1 _ill r—I I � I I I � Designed T6M Checked Rd/_1Z Date Sheet 6 of f tTRR JE7ngrin eerig, Inc. ENGINEERING & PLANNING SERVICES Project Name: P64iN 40 47 No.: 16—45 _ I i ICI I I�H L1 IFE I44 5/ 171 III I io,5 C p) a 14 bol' C l 1e$ �' t-5TH-D" ii_ -I 24- 6D/1 s 170 #f Designed �GI1'I Checked FRj<-P- Date it IJAIJI Sheet:_off_ JRR Inc. ENGINEERING & PLANNING SERVICES Project Name: No.: tiIw z - _ L 4 i _f ' + 3_1-�_-+ ` o K_ fll -� �. ! 7, 7_ 1�y I - t o�(,�. uwu —► 1__L��__� i I f __�—_.lam I I I-I. g I:I,�IV �� -- e f�R-� izR-orb" I I ! 1I I If _ -!- 1- i_.I ► � _fi .1 I _h I I I Designed .1► rYl Checked Date 1! f '- ' ;'il Sheet Qi of 17 JRR Eng�n Bering, Inc. ENGINEERING & PLANNING SERVICES Project Name: I'LAIJ 4,P47 ( D-i54 -1) No.: 11-01H --� V�5RTI(.�l- bl"5116�iN i� uPP�5R RFC PY16I fiR-V SS �±.. } DR 1 , 1-Ti --� W ti5d-15� 45�2 �� 2U (,�'S -� �►25��/z� _ I DV�� IN I !lIIII I_ _'?7 -ti�ti4i �I't5 L4 HF47-1 644,1v- -[A JA, Tl�.t)55 BP�6. HDF- 7T_,� I I I I i _ I' " -�-- I J�x _. � _I _ L I ► I b I I i _ I , i w-, � H-4 TI I _r-�� I .� I _41515 4 (- iJ# I m I.— 01 D 5�''� _,_.. �4 5 5 "� 2�I�i D �LI I►y� = 3�F y-0 —p 11.#I tO.NDP-. HP- :5f�. PUIK1" Ltbr P- 3m5l' «t-�ic IDIpk�, ,�- _j - I i it 15� —�--�--I-- " "n 4-M . I <i q 4 10 d' --+Td, 11 D twl$ - _ S i I - -- - p I ' S 41 %U" I D?D*/I I I too ( 2 -- -- I —�- DID 505 2 6�7 IrIS 11 � C � /$ � t �C � I ►i-1�� II>4,.t�.F4u NOD R', Designed_ .TGm Checked P-. ';w_ Date Sheet of_1 JRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: PLA H 40�17 d°i 54 No.: I I—D"L H _ .: . _�� I— I lL (31 1• �I _ `""l Yi161 1 fMi 1 --\I 11A. I 11 ,.J{I rAH SPAN HF92�16'o I\rl �Ilp •- IV" �®16 1c. Ow.. •—II--� ..bAp-,o au HFOOII,o,. ------------- wel to Tip rw-a 1 � 'v. 1 ----------- - 1 AILSWYJ IUNOL1f5 flY flp)5iN 11 Designed Checked RK-p— Date I) 30 II Sheet tQ of1_ cTRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: P l.p N 1-047 No.: P� U PPS--�dR J�F?r�;i�-►hr 6 �! —�—', 67 �7—a r/!�'a"— , "' 16 D'�' i I ! !V = 67 Mj -- .0 I y. � mlz I , r, a'f'1L� (b"l� ( l��D�`��RI ?:- D,62 n y3�7 L/3b6 —ok.► IJ_�-1�CIC'bF Z 16''�+c� Fi U-1 I^+- �— t VII EW— a1 I /� G g PEN D . I D P-F#2 FIT �- AP---E--,4. ; L tZ- 67 i 67 (10zla `�41�. - Q �41T- = 5 (5D�(I 6) /�I - �►�-bb ' �'h�-IL/�'LI `��C'! rl _L_,---� �•1 � ��`�� I I __ � l 1 - I I t ! I I I I _1 it,S�U� R 'U5 '1XIDH _c_f�'�►� R,,�7�l�T '� u1016, (0/ - - - ' �, I Hl -H4-1 I I I 1� P--- v _�.��_ �� -. 'LQ�O (5�� 1260 r� < 1625"�(II►�1 _� 4x b Hr- f2l.� Designed XG Checked p. _ Date 3 I( Sheet of 17 - �TRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: �-047 (iP S _ _ No.: 65 +(4o�t��iz� z T _ I _ PTT I ► I LF �< < v��Vt, p�� W � s I+ J I R — V 11 g5e-T04 l --' � ?f'—I !`� = �35 � 18�5�2/0 = i1505'� •C 13 ��U'� --,--;--� I I � _f— I 17= L4oa-Ib� L5�2 +- C) = bog*/, — -- R -- - 6 a S ( !I�� - 3-7 70 773 0,6 o ► I I 24F � -�- -� -- - - - I comb I i I I lTH- ! I— I V 1-ns < 13-10 +-ij Designed "G M Checked PO _ Date I I A b A I Sheet of 17 ° ENGINEERING & PLANNING SERVICES M = 0 7,5) TOD 00 �I , - 4- T= (15 +I F)",q,G 100 + I FIP - 1 1 F Designed ��3l�0� Checked Dote Sheet of 17 J"RR Engineerig, Inc. ENGINEERING & PLANNING SERVICES Project Name: hL� �-N gn47� o��' �,� No.: _ !j-DOH P �' ��T �rfi.4 �- -- 7B j 2 I —, --j- - = 70v -I- 3 640 _ 3q p --�--- 7' 14,5_' I — �` � j_= (4 0-1-I0 1 b/1 = 400 -I is 46b 1 D1�6r'LJ 5 760��- I 1 Wti = (/�O tlO b 1-65 t ?1-t15� �itaf1� --I -_TT L - --�- ---� LL Rix, =d✓ - r ��o � 1��"�w ,�I,,� —o�-' _ -I -I !_�.�� M = 64 4-11) 1A Z 4 1_*2(I-_ )x r2, — I ,4TL - tip, 5 (N-71 D - ii D,4'11 " +- 01246't = 0,-77,5" I.— oR Ili X I A,5 14•;:-V4 1 _�. .) 6 /4 F-VA nip = 1 D �-b0��405 pst �ICIs t , - - - - - _ 71, 453 P 4 -2X b = '�3 Cl I__ I -- 6 3/A- X 10 24r-V•4 44,5 ON rwi4�71 S 5 V �' - RL _ r '" vn7F p z 4151 F-1 -1- i i_1.0 Iti7�s 5150 V X I D,5 2 4.F-t14 + 1 -1 W�EI 4 4�Syr L�I�o_�fd1407 435n= Q Designed Tcrn _ Checked Rom- Date It 3b II Sheet 14 of- -;17 cTRR JE7ngin eering, Inc. ENGINEERING & PLANNING SERVICES Project Name: F•AjJ Z404-7 ( Oq5 41 o ) No.:— 7_H_ 040 �I I P1 q4D P, Off Gf�_ f4DR i I —� IEll I i t l i i I 0 C6�2�a = 1o�05 �q 2 ( 6,-,17 (1115) = lbo3 ` —r�4 ,i_ 7--- W I i W; =(4 b-H D) I zf/7- _ td50*1' 1—TT_ I_ 4 x, 8 PF#2 pdm, Pb5T, &Yp u 16M, " Y I�" ,�f T awe; — h'1 { 3�5 (4) /� —� � 7 i i vA eiF_ 4x'O iDF 9' 4X 4 r+F F,r� s " .)4 (cm, sPA(,,E) e.0 !'�-"w x 6►, T V- Gor�G Designed T6M Checked Date I 3 D J/1 Sheet r of 17 dTRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: f'L-A N 4 34 No.: I—DZ H G,I44', Po67- PAD UNDMF fLa7P- 1-W. AfboyE t-VK k DO, 14 pr. G,oAc% + 4- 4 D +-I D #'S Q6,-O 4- 2775D 4 I'LDD_..� 1--rT"6 -��,4ti� ��D � I� � 5o � � 30►� K 3D x 10 " FT6 +Lj-i _ --- _l._ It Apt n �o i I WAoD !�4 b t I bb 5* i n Jbt,S vEr'ler Bin -TH Designed 16VYI Checked_ P44;- Date 1`L- 7 A Sheet 16 Of J"RR IE7ngineerzng, Inc. ENGINEERING & PLANNING SERVICES Project Name: q-P q7 No.: 4L 14 i i i 4' it 1 -.... .-�.�. iJA I / I , J I i ;/�r it I ► i - ,.ly.`" �ZS 1:thll. - — ;w, I r I i I I . i If , I , -�- —--- I ' 1 i , J 4 Designed 1'G M Checked P-E,IZ Dade t1 1 11 Sheet 17 of17 MIN. 4" PERFORATED PIPE-, ROOF INFILTRATION TRENCH DRAIN �.------------------------ --------` I I I I t ----------------------------------, YARD DRAIN DOWN PLAN VIEW 7SOLID PIPE ORR"T D SECTIONELBOW ROOF DRAIN If GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE YT 6" MIN 4" TEE 2' MIN �— WASHED ROCK 1 MIN PLUG WITH 1/2" 1' MIN 3/4'-1 1/2" 1' MIN CENTERED HOLE YARD DRAIN OR CB FINE MESH SCREEN SUMP W/SOLID LID 3' MIN MAX 100' —F 10' MIN A HIGH GROUNDWATER TABLE SECTION VIEW NOTES: GEOTEXTILE COMPACTED 1. TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6" MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED 1 MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN WASHED ROCK MEDIUM SAND 30 LF 1' MIN 3/4"-1 1/2" FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2' WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A A SLOPES GREATER THAN 25 PERCENT. 5. SLOPES GREATER THAN 25 PERCENT HAVE A MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. *io m�n L ouVE DEPARTILENT OF PUBLIC W0RSSSTANDARD DETAIL STANDARD PLANS NUMBER wsm3KC RESIDENTIAL INFILTRATION TRENCH SD-14 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: 1 -1 7 2_ r. N. Cr' Parcel lD#: 0104790000_�J _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: 12/8/11 For Office Use Only Date Received: Surrey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB Other Inspection Required: YES ❑ NO 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: 12/8/11 Address: 1801 Grove St.Unit 13 Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homes, Inc. Signature: Verification of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) 360 659-1579 (C) (425)220-5223 1. Please check one: ✓(,I a. Single-family dwelling ✓❑ b. Duplex c.Addition d.Accessory structure 2. Proposed Dimensions: W} L) H) 435' Total SF) 3. Allowed Lot Coverage: Total Lot Size 73 S3 SF x 35% = 2 M SF 4. Actual Lot Coverage: (SF of all structures) 2500 _ 3S"3 (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 PROPERTY ZONED APPROVED F71_ DENIED_ D;*! - INT 2drvoq0110b-73-- ,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 Community Development Single Family Residence Building Permit Supplemental Checklist 1. Plat name, if applicable. Z Vicinity map. 3. Zoning of property. 4. Front, rear, and side yard setbacks. 5. Garage setbacks. NOTE: All residential driveways taking access from a public road (not including alleys) shall be a minimum of 22 feet in length. 6. Building height. 7. A break down of lot coverage by building. 8. All critical areas, if applicable, with designated setbacks and buffers. 9. Two (2) shade trees per lot are required for Residential Low/Moderate Density, Residential Moderate Density, and Old Town zoning. (20.76.124) a.) If street trees are present, or are required to be installed as part of the building permit, said street trees may count toward one of the trees required. b.) At least one of the required trees shall be planted near the rear property line of the lot. c.) Non street trees shall be native species, have a minimum 2 inch diameter breast height, and attain a minimum height of 25 feet at maturity. 10 8o � r+ o �_ o (D U) 9 ( � Cn ( N O � �' 00 � Z N � n O N O M. O d O (Dry z rZIz 2" x x r) z � a �c y 3 tTltt � � O � n o z � � zIt d > Z 0 � � r � tTlG (D 0O � O U) cncn tri z �' y z d ° tTl d m It z C) n n O o O � ti 0 n ql N ° U-1 2 Qj o r. z . ` _ - Y� . Duci 'sting Calculator (New Co,� `,°uction) �� House address or lot #: Conditioned Floor Area: ��. 7 Duct tester location: 2 u 7- i-% 4c", A- Pressure tap location. Ring (if applicable): open 1 2 3 Test Method & At Rough-in (Total Leakage) z Test Calculated Standard' CFM25 Target Air Handier Present <_ 6 CFM�5 per 100 sf of CFA — 06 X__—CFA _ — -CFMzs Air Handler not Present <_4 CFM25 per 100 sf of CFA 04 X CFAs CFM,S Post Construction Test Method & Testz Calculated Standard' CFM25 Target Air Handler Present(Total Leakage) s 8 CFM25 per 100 sf of CFA .08 X __—CFA 5 CFM25 Air Handler Present (Leakage to Exterior) S 6 CFM25 per 100 sf of C 11 FA .06 X_ CFAs CFM,S 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) Standard Tested CFMS{, Calculated Test Result ((�?aGICFM50 X 0.055) _ ( 7CFA X 144)) = SLA W f> 0.00030 SLA 7: Aw divided by 5�L.'T 4-0= SLA - SLA = A Cam© Glossary Rough-In: After installation of the complete air distribution system but before installation of insulation and sheet rock. Allows for access to all duct seams and connections for re-evaluation of seal integrity if standard is not met in intitial test. Post Construction: At or near final inspection. The home must be complete enough to pressurize the home to 25 pa. Total Leakage: Aggregation of the entire systems duct leakage in a duct test. Leakage to Exterior: Aggregation of all duct system leaks to the exterior of the CFA in a duct test. CFA: Conditioned floor area 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 190 Property Address:�LZ 8� v— Conditioned Floor Area 4 A 1 Date /Z (Z Builder or registered design proressional 1 fir,yr R-A"alarr Ceiling: Vaulted R- Floors over unconditioned space R- Attic R- Slab on grade floor R- Walls: Above grade R- Doors _R- Below,int. R- R- Below,ext R- R- t-Factors art d SHGC NFRC rating(or) Windows U- SHGC- Default rating(chapter towssc2oos) Skylights U- SHGC- Chapter 9 Optlolt(v Total Chp!-9 Creditr Heaft Cooling A Domestic]lot Water System Type F m d'tiry Heating Cooling DHW nue.f&Buddow..fir Leakage All ducts&HVAC in conditioned space (yes/no) Insulation R- Test Method: _Total leakage _Leakage to exterior Air himdler present Test Target CFIvlc@25Pa Test Result M@25Pa Building air leakage target:SLA10.00030-Tested lc c:SLA— OnslteRenewable EAeYX'VeMk Powys Syate'm System type: Rated annual generation Kwh BHC Consultants, LLC Building Code and Construction Compliance Services JURISDICTION City of Arlington 16-Dec-11 AGENCY PROJECT # B&H # 004 ADDRESS: Maqnolia Meadows, 17732 82nd Dr NE lot 31 Use Type of Area $cost/ sq.ft. Modifier Total Value of all Construction Construction Wor 1 R-3 VB 4,047 $102.91 1.00 $416,476.77 2 Garage VB 474 $38.65 1.00 $18,320.10 5 Porch/Decks VB 198 $38.65 1.00 $7,652.70 8 $75.90 0.40 $0.00 $2.60 1.00 $0.00 $0.00 TOTAL VALUATION $442,449.57 BUILDING PERMIT FEE $3,661.68 + 1 $3,661.68 Arlingt6on fee schedule PLAN REVIEW FEE 65% X $3,661.68 = $2,380.09 Arlington fee schedule BHC REVIEW FEE 70% X $2,380.09 = $1,666.06 1601 Fifth Avenue, Suite 500, Seattle WA, 98108 (206) 505-3400 FAX(206) 505-3406 www.bhcconsultants.com O � z � wz a zw �- 01 W �� . w w0 03 Lu ova LU m Ul O n Ix z z O ova jOzm z ,, �' P zi m �` ~ tom`- � w � .�. to t- z_ w � w � < Lu 00 � Ot= q Oz, zLU a _ Zw ful m � � uNz � � Z Q) a H F- � �^ u m z l!1 p { {- N p a Ie (�' (n N 06p � 1� 0 13 a wIo = � w � w < z < <3vo ►LQ) z o P�j , � cn cs� otv0 �1 Qt � v1z c wawa = O wT - TV -7zcov � � dzZ ! 5 � � Yr� d' d O p - za zz -� � 1L }- ? qpm F- zF- V LU :3 w � � q0_ c0 .- -- CVd' o ry _ w ; 5; � - z mN213 V U < wv� o � tr O z ► z ou- � z � w � z0O < � tuU) zw < z � � f voOQ � v LU � wz w � m wu Hm � > aQ � � � O zw aN = �tsp � a' D- -4 � � � i- � a w z w ~ � qql LL o o� ONO (K � y � r z,� w tit � � Omdt � m � O � ? � � � � � a zc� ..� V LU a� _ y E _ mOwwzu. ,a; a � � moLU z Lu 00 �o t� - wzmwwo � maa > zv z - . 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