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Home My WebLink About17918 81ST DR NE_BLD20110201_2026 BUILDING INSPECTION REPORT v �� Permit No. Address: Contractor: '40W lrNG� Owner: e Date: 02 lV"12- 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 _ItA Inspector: Date: d 3 TIZ 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: 4 f - • j,:�,t: 1, t'Si7f;. 1411;�F BUILDING INSPECTION REPORT Y �� Permit No. Address: 177IF 0 , ,��e Contractor: all 4 O 1N G't0 Owner: -diz A-6 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 77 Inspector: Vp&V4 Date: lz�lh 0 Under-floor ® Framing ® Gas Piping ® Footing 0 Drywall, nailing ® Consultation 0 Foundation Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove 0 Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: 4 • 1 dell' .tau.Lc•' •t. ,y U, + T)�A BUILDING INSPECTION REPORT GtTY O� Permit No. Address: 1 -�9 1�3 8101 be., Ot Contractor: Em(p�ve ,_k6-'1MQ-IN G� — Owner: �jV �-e, Date: 2-2-�)- 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: ,,� 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: e • L, a a t= � 0 BUILDING INSPECTION REPORT Gt�Y 04#1 Permit No.1� - (D I Address: ,�� br �'.p�IN0" Contractor: _'�^�I(1co(c, Owner: cb f e _ Date: 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 V � 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: .. .� . ._I L ` �. .� _ � � � - _ . .� - _ ��a� .. � � .•.'I.. r' . - r.. .,�ji:._ .... _ _ r Y BUILDING INSPECTION REPORT GN�cv � Permit No. - D _; Cb l Address: _� I� I Dr Contractor: Owner: E r)co (� 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 4' 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 XDrainage ® Insulation ® Other: a I BUILDING INSPECTION REPORT Permit No. �_ L)ao Address: ) :79 1 R/ St 9�l-NG't0 Contractor: �lib Owner: C ort, Date: ( -- -I + _ APPROVAL PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before rs 14 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: _ — .. .. It's �I IV _ .. _t WIWI IN t} z. v BUILDING INSPECTION REPORT `IVY r r Permit No._� �_ 0 aL Address: 1 79 /e 91 stbr Contractor: /7 rot ' IN Owner: E4 con_-' 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 L Inspector: - Date: IL ® 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: t ��.� •i.' `Y( MFr .'mot Hai T.( 1 1 i ri .z EDuct t Ting Calculator (New Cons.,luction ) +,(1,q,6Z ouse address or lot #: L,2 _nditioned Floor Area: 4 ��"t2_Duct tester location:Pressure tap location: Ring (if applicable): open 1) 23 At Rough-in (Total Leakag Method & Test Calculated andard' CFM2sndler PresentTarget _ 6 CFM,5 per 100 sf of CFA — - - O6 X CFA ---- - -- ---- —--C f M„. Air Handler not Present FTest 4 CFM25per 100 sf of CFA 04 X CFA- — CFM Post Construction Test Method & Test` Calculated StandardsCFM,S Target ler Present(Total Leakage) M25per 100 sf of CFA 08 X____ —CFA < CFM,Present (Leakage to Exterior) MZ5per 100 sf of CFA 06 Xs must Comply with one of the Standards options. 5 must be equal to or less than the calculated target. Air Leafage testing Calculator (Blower Door Test) Standard Tested CFMSt, Calculated Test Result ((Y,j�a_CFM50 X 0 055) - (2.21CFA X 144)) = SLA 0.00030 SLA VV divided by = SLA SLA = a 000 R 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 CFMso: Cubic feet per minute of air leakage at 50 pascals of pressure Pascal(pa): unit of pressure SLA: Specific leakage area Property Address: T Conditioned Floor Area �� ( '� Date Bidlder or registered design proressinnal: �Gf _ C3 signature: �— R-Values 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- U-Faetovs arid SHGC NFRC rating(or) Windows U- SHGC- Default rating(chspt,1O WSEC 2009) Skylights U- SHGC- Chagtar 9 Opuan,$) Total Chp[9 C"dCs Hnatbt&Cooft A Domestic Not+1 mrr System Tv h-111 rl mute Heatiniz Cooling DHW Dud do Buddbtg Air Leakage All ducts&HVAC in conditioned space (yes/no) Insulation R- Test Method: _Total leakage _Leakage to exterior Air handler present Test Target CFM a 25Pa Test Resu'am(,?CCNt@25Pn Building air leakage target:SLA<0.00030-Tested Icakage:SLA— O *PRenewableEue►gpEW&IcPowerSystm System type: Rated annual generation Kirh CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BTJELDING PERMIT Address: 17918 81 ST DR NE,ARLINGTON Permit#:BLD20120035 Parcel 9: 01047900007900 Valuation:$0.00 OWNER err APPLICANT CONTRACTOR ENCORE HOMES,INC ENCORE HOMES,INC ENCORE HOMES,INC KEITH HOYER KEITH HOYER KEITH HOYER 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 keith@encorehomesinc.com keith@encorehomesinc.com Lie#:ENCORHI914NS Exp:8/10/2013 PLUMBING CONf RACTOR MECHANICAL CONTRACTOR ENCORE HOMES,INC KEITH HOYER 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 Lie#: Exp: Lie#:ENCORHI914NS Exp:8/10/2013 JOB DESCRIPTION Gas Appliances PERMIT TYPE: Residential PERMIT GROUP: Mechanical/Solar STORIES: 0 CONST TYPE: DWELLING UNITS: 0 OCC GROUP: CODE: OCC LOAD: PERMIT A POPOVAL 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.IBC110/IRCI 10. 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. gnature Print Name Date Released ate ARCHIVE = APPLICANT ASSESSOR 0 OTHER i BLD20120035 CONDITIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE_ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • Duct test required at 134efm. PERMIT FEES U;ur I)ru rilni� n Fee Amount Paid Balance Due 1/23/2012 Mechanical Permit Fee $60.00 $0.00 $60.00 Total Due: $60.00 $0.00 $60.00 CALL FOR INSPECTIONS BUILDING/ENGINEERING/PARKS/UTILITIES/FINAL(360)435-0674 FIRE(360)403-3607 Whea calling for an inspection pease 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 ;BLD20120035 (PT-LIVE) - Pep tTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20120035 OWNER: ENCORE HOMES, INC-HOYER, KEI... STATUS:APPLIED ADDRESS: 17918 81ST DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 1/23/2012 SCREENS: Select Screen... FUNCTIONS:jSelect Permit Function... �- Lk I MECHANICAL/SOLAR REVIEWS PRINT ADD NEW SUMMARY REVIE...I DESCRIPTION ASSIGNE...I DUE DATE LAST 1 (#) [REQ?IDO...I ASSIGN REMOVE 2000 C-Building I CYOUNG 1/30/2012 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 1/30/2012 0 Y N Assign Remove 0 gu� http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits_Permit/Permit Revie... 1/23/2012 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 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: S� Project Address: �1 4' I �r t "® Parcel ID#: 0104790000 00 Lot#: —1 C� Subdivision: Magnolia Meadows,Phase 1,Division 2 Project Description: New Single Family Residence Owner: Encore Homes,Inc. Phone Number: (360)659-1579 Address: City: Arlington State: WA Zip Code: 98223 Contact Person:Keith Hoyer Phone Number: Cell Phone: Fax: (360)659-3394 E-mail: kefth@encorehomesinc.com Address: City: State: Zip Code: Please List quantity of fixtures below: + FURNACE UP TO 100K BTU CLOTHES DRYER ) GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE CEIENTILATION SPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR LID-FUEL APPLIANCE BOILER UP TO 4-15 HP IREESTANDI HANDLING UP TO 10K CFM EPLACE INSERT BOILER UP TO 16-30 HP HANDLING OVER 1OK CFM SYSTEM HEAT PUMP TNTILATION FANS OTHER + VENT HOOD MESTIC INCINERATOR ALL OTHER UNITS NG STOVE Contractor: Encore Homes,Inc. Phone Number: Address: City: State: Zip Code: Contractor's License Number: Encorhi9l4ns Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will ben accordance with the laws,rules and regulation of the State of Washington. A licants Signature Date Keith Hoyer Print Applicants Name RECEIVED FOR STAFF USE ONLY JAN 2 3 2012 PermitPUMIT CENTER # Accepted By Amount Received Receipt# 0 Date ecenred 2010 CJY I 4 ' 12, - r No '(n3- E/, by- 1 J iA 1)1 Z _79 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 * l: ❑✓ Completed residential mechanical permit application* ❑ Mechanical Appliance cut sheets* ❑ Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu.edu/BuildingEfficiency/EnergVCode.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. Property Address: Conditioned Floor Area Date Builder or registered design professional sigrtafrre: �� ;r4 ,'#:,;�. ! /4,,Y fk'o t f�tci ,ae;+ w/i y .t• r � � x-sue �t: •�ri..,r�•, ,, 6, ��%�� '�%',$'' ¢P F�/,'.�,• Y Y�' i,dti•� }� "�'�'h.',.'• •.l' fr�• Ceiling: Vaulted R- Floors Over unconditioned space R- Atti c R- —' Slab on grade floor R- Walls: Above grade R- Doors R- Below, int. R- R- Below, ext. R- R- f l +:/•' t •M1 f �' �. / ^'T}'i�yp'� ::�{�?�'�� ?:'EYb. f J + �y �J��j/j.�y Ate' j I 'tij•Y ,��:{ }/ 2 •(c: �`• �Cf 1'11S jrq`21 f{J��'�`I1:. 1 �`$`��Y�/� tF::".... Ii�f +i' ! �`�•'.•`•.•. NFRC r ..; at�ng (or) Windows U- SHGC- Default rating(chapter 10 wsEc 2009) Skylights U. SHGC- t fi +t3., /r/'.c��' .t• 6% ��i ��+<::WE. ' H �'S/ �f`f'7 / `�'• ---NX-0 System . . Nh' :4S . . •�,: Type Efficiency Heating Cooling DHW �S .Y'"}4:'�k:•4tf {S%' /.,+5•'+`•: d•; •y11.��ti��t/C;A��a��•�' :t?:�'. { :.. .�•l '';�'f,"i3$+..��i{'f%s� @�>�: ::i ({ z..;.':., r•. .4. ,e. < ,5�:',: ,h ��,t`:'{f�f�� SF• �'• t4Y r :,Ss:, x M:. �+•..�,:�'�i: ... 7.{;rfi�,c,��::E/iuiv::•}.Fr"yfilt�ts/` i'•/•f^>.:.,,P:.... "�'l•� 9'••.•'.4•• n¢' f ,F •'S.i.Y•:C�'••.tr:..<;:.wii:�:,cv:.c 'lCF•u�Gfo�a�'cc,�:oo}. ,+�f�96,iS3.i�,r�"�.+•i'f .� 'tom/ram •./,4 n n•%•:.: All ducts &HVAC in conditioned space ( yes /no ) Insulation R- ��::.,. Test Method: _Total leakage _Leakage to exterior Air handler present • -�. Test Target g CFM@25Pa Test Result CFM@25Pa Building air leakage target: SLA<0.00030 - Tested leakage: SLA— �' ..�;�. fY, �ty�, �,.•. *� �� tfQ ,4:. C „:y� :# ��+'-��,�;ir:.n ?'4s,�4 }�:"''r,�.�4 f / .£' v YG3! %2�.P� <. �iE��sY%f>!. fe°i �. h°�kXr•:Jt�+� �iy�.�t �. '/ A�i d% �v".: System type: Rated annual generation Kwh Duct testing 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 <_6 CFM25 per 100 sf of CFA .06 X CFA<_ CFM25 Air Handler not Present 5 4 CFM25 per 100 sf of CFA •04 X CFA 5 CFM2s Post Construction Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present(Total Leakage) .08 X CFA 5 CFM25 5 8 CFM25 per 100 sf of CFA Air Handler Present(Leakage to Exterior) .06 X CFA S CFM,s 5 6 CFM25 per 100 sf of CFA 1. Test:results must comply W__lth`'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) Tested Standard CFMSO Calculated Test Result (( CFM50 X 0.055): (_CFA X 144))=SLA 0.00030 SLA I I 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 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 CFMSo: Cubic feet per minute of air leakage at 50 pascals of pressure Pascal(pa): Unit of pressure SLA: Specific leakage area i i r t?� �I 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 six feet of connected ductwork in the unconditioned space is allowed.All additional supply and return ducts shall be within the conditioned space.Ducts outside the conditioned space shall be sealed with a mastic type duct sealant and insulated on the exterior with R-8 insulation for above grade ducts and R-5 Air Leakage Testing Code Language 502.4.5 Building Air Leakage Testing:Building envelope air leakage control shall be considered acceptable when tested to have an air leakage less than 0.00030 Specific Leakage Area(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. E 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 1 During testing: Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed. Dampers shall be closed,but not sealed;including exhaust,intake,makeup air, back draft,and flue dampers; Interior doors connecting conditioned spaces shall be open;access hatches to conditioned crawl spaces and conditioned attics shall be open;doors connecting to unconditioned spaces shall be closed but not sealed; Exterior openings for continuous operation ventilation systems and heat recovery ventilators shall be closed and sealed; Heating and cooling system(s)shall be turned off; { HVAC ducts supply and return registers shall not be sealed. I N Co � c � � r+ tTl � U) > C 00 ,-� m O � r+ � � 00 � z N [ n 'r--,I O O d d (D � z H m � H N It O > `C z° z o z d > r � � > It O n ° cn d d 0. z Cd y > 1 z It c � � d z O `> d �. r O It z � � � O OCD n !' O Iz x r � W zNNN r o a n N ° o z :y 1 I I f (CSmll' th. Residential Gas Water Heaters (tq 4 0 /0,_ Lo d _7� ProMaxe SERIES 200/201 FIRST BTU RECOVERY FOAM DIMENSIONS IN INCHES DRAFT APPROXIMATE MODEL HOUR ENERGY GALLON INPUT 90OF RISE TINCKl�SS HOOD SHIPPING NUMBER RATING FACTOR CAPACITY PER HOUR GALLONS (INCHES) A B C D E F OUTLET WEIGHT GALLONS NATURAL' PER HOUR (LBS) TALL MODELS GCV-30 67 .61 30 35,500 36 1 61-1/2 58 16 13 8 52 3 or 4 112 GCV-40 70 .59 40 40,000 41 1 61-3/4 58-1/4 18 13 8 51-3/4 3 or 4 138 GCV-50 88 .58 50 40,000 41 1 60-3/4 57 20 13 8 50-1/4 3 or 153 SHORT MODELS GCVL-30 1 60 .61 30 1 35,500 36 1 0 46-3/8 18 13-1/2 8 40 3 or 112 GCVL-40 66 .59 40 40,000 41 1 151-1/2 47-3/4 20 13 8 41 3 or 4 135 Recovery capacity based on actual performance tests. Water Connections-3/4"on all models. t Propane Gas- 37,000 BTU input for 50 gallon models&36,000 BTU for 40 gallon models and 32,000 BTU input for 30 gallon models. For 10-Year Tank and 6-Year Parts Warranty,change"G"to"X"in Model Number(example:XCV-40). Heat Trap Nipples installed on all models. ANODE ROD' HOT CONNECTION Flammable Vapor Ignition @ o Resistant Water Heaters COLD CONNECTION A.O.Smith FVIR design meets or exceeds the American National Standards Institute standards (ANSI Z21.10.1 -4.1 CSA Standards)that deal with the accidental or unintended ignition of E flammable vapors,such as those emitted by gasoline. C Feature a sealed combustion chamber with air intake filter and a flame arrestor built into the water heater base. In addition,a thermal cutoff(TCO)device, is designed to shut off gas flow to the burner and pilot if poor combustion is detected. T&P VALVE 112"GAS g A CONNECTION F z- D I 'Location for optional top-mounted T&P Valve if ordered from factory. Maximum Hydrostatic Working Pressure: 150 PSI. If flammable vapors accidentally enter the combustion chamber,the arrestor is designed so flames burn off the top surface and can not escape down through the arrestor. A.Industry standard thermocouple _ B.Large View Port for easy burner inspection C.3601 combustion air filter O D.Thermal Cutoff(TCO)with manual reset For Technical Information and Automated Fax Service,call 800-527-1953.A.0.Smith Corporation reserves the right to make product changes or improvements without priornatice. July 2011R Page 2 of 2 www.hotwater.com AOSRG45550 ME 00 El 7: M OEM M MEN 0 0 ME 0 MEN No ME r immic ME 0 r ■ ■ ■ Jmmom, �.r I ME ■ rl w 1 -M ME _ ONE ■ MEN SIM- f! - MOMMOMMI MEME! wift ■ 1 ` • ` MEN ■ ■ . .00. . M ■ mol ■ EN ■ ■ MEMO ■ y ■ • r • sual ■ 1 ■ 1 ■ 1 ■r J ■ ■ a ■ Oro mmm ■ ■ • � = Si . ■ ■ ■ ME ■ ■ • • r F r • • r . . . 96 A 0 mi Residential Gas Water Heaters Proln"ite EXCEPTIONAL VALUE ProMax is an economical water heater designed for households that need an exceptional performer and provides long-lasting value. DYNACLEANTM DIFFUSER DIP TUBE Helps reduce lime and sediment buildup, maximizes hot water output. Made from long-lasting PEX cross-linked polymer. COREGARDTM ANODE ROD A.O.Smith's exclusive aluminum anode has a stainless steel core, i protects tank against corrosion longer versus ordinary anodes. GREEN CHOICE®GAS BURNER Patented "Eco-Friendly"design reduces NOx emissions by up to 33%and complies with less than 40 ng/j requirements for low NOx. PUSH-BUTTON PIEZO IGNITOR Makes lighting pilot fast and easy with one-hand push-button spark ignition. DURABLE TAMPER-RESISTANT BRASS DRAIN VALVE BLUE DIAMOND®GLASS COATING Provides superior corrosion resistance compared to industry-standard glass lining. CSA CERTIFIED AND ASME RATED T&P RELIEF VALVE Top-mounted T&P relief valve available as option. CODE COMPLIANCE: UBC, CEC, SBCC, CABO, HUD, BOCA NATIONAL CODES, ASHRAE/IESNA 90.1-CURRENT EDITION AND 2004 NAECA STANDARDS DESIGN-CERTIFIED BY CSA INTERNATIONAL According to ANSI Z21.10.1 -CSA 4.1 standards governing storage-type water heaters. FLAMMABLE VAPOR IGNITION RESISTANT COMPLIANT See other side. 6-YEAR LIMITED TANK AND PARTS WARRANTY For complete information,consult written warranty or A.O.Smith Water Products Company. SERIES 200/201 *Ch"Itxt'� Green Choicee I..Iw l.ltll,G.Y(eJ Rner Page 1 of 2 July 201111 AOSRG45550 • r - a�. ,1 ■ I i - ' CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON, WA. 98223 PHONE: (360)403-3421 BUILDING PERMIT Address: 17918 81ST DR NE,ARLINGTON Permit#:BLD20110201 Parcel#: 01047900007900 Valuation:$252,000.00 OWNER APPLICANT CONTRACTOR ENCORE HOMES INC ENCORE HOMES INC ENCORE HOMES INC DB JOHNSON KEITH HOYER DB JOHNSON 1801 GROVE ST UNIT B 1801 GROVE ST UNIT B 1801 GROVE ST UNIT B MARYSVILLE,WA 98271 MARYSVILLE,WA 98271 MARYSVILLE,WA 98271 Lie#:ENCORHI914NS Exp:8/30/2013 PLUMBING CONTRACTOR MECHANICAL CONTRACTOR SOUNDVIEW PLUMBING SOUNDVIEW PLUMBING 5917 195TH ST NE 43 ARLINGTON,WA 98223 Lie#:SOUNDVP033NF Exp: Lie#: Exp: JOB DESCRIPTION SINGLE FAMILY RESIDENCE PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLING UNITS: I OCC GROUP: R-3 CODE: 2009IRC OCC LOAD: N/A PERMIT APPROVAOW-, '." ' 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.IBCI10/IRC1 10. 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 Ci of Arl ton#3101. /q ZzL-41' "Signature Print Name Date eleased By Dat ARCHIVE = APPLICANT ASSESSOR OTHER r � t 5 BLD20110201 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 B.B.: 10'building setback from the stormwater managemnet system tract 996 will be required. PERMIT FEES Date Description Fee Anwunt Paid Balance Due 10/29/2011 Plumbing Permit Fee $217.00 $0.00 $217.00 10/29/2011 Mechanical Permit Fee $75.00 $0.00 $75.00 10/29/2011 Building Permit Fee(QTY: 1) $2,324.08 $0.00 $2,324.08 10/29/2011 Building Plan Check Fee(QTY: 1) $1,510.65 $0.00 $1,510.65 10/29/2011 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $4,131.23 $0.00 $4,131.23 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 ty �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 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: 0 Plumbing (ED Mechanical Project Address: 111W �,(s, 7 t, "it�, Parcel ID#: 01047900001900 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:Keith Hoyer Phone Number: (360)659-1579 Cell Phone: (425)2205223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com Address: same as owner City: State: Zip Code: Building Area(Sq Ft): 1st Floor: 1123 2nd Floor: 1089 P floor: Deck: Garage/Carport: (D lj 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 above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws, rules and regulation of the State of Washington 1 "r 9/26/11 pplicants Signature Date Keith Hoyer Print Applicants Name FOR STAFF USE ONLY Qz I I ;Lol 64 d Permit# Accepted By Amount Received Receipt# Date Received t - 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 Total Fixture Plumbing Fixtures Accessory Main Unit#X 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 2212 1st Floor 1123 2nd Floor 1089 3rd Floor Basement Deck Garage 614 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: S� 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 be in accordance with the laws, rules and regulation of the State of Washington. 9/26/11 Applica s Signature Date 8 . c ---' 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 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: �� l r✓ dJ b Parcel ID#: 0104790000 �Q 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 G Authorized Signature: Date: 9/26/11 For Office Use Only RECEII D Date Received: Survey Received By: I Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other COA PERMIT CE TER Inspection Required: YES ❑ NO ❑ .,, 0 ' _ _ �i MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN ------------------------ ------- I I I----------------------------------I YARD DRAIN TU DON PLAN VIEW SOLID PPIPE RRR'T D SECTIONELBOW ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN owl;T 4" TEE 2' MIN 1 MIN PLUG WITH 1 2 or.. . WASHED ROCK / " 1 MIN 3/4"-1 1/2" 1' MIN CENTERED HOLE } FINE MESH YARD DRAIN OR CB SCREEN SUMP W/SOLID LID 3' MIN MAX 100' I 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. G�ZY �� APnwm BY L our DEPARTYEsNT OF PUBLIC 110RS3 STANDARD DETAIL DATE 0+/30/2= STANDARD PLANS NUMBER • • ar SUN SKC '4ttp�'�a RESIDENTIAL INFILTRATION TRENCH SD-14 "� 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 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 Iv l_ Two (2) sets of construction drawings Two (2) sets of engineered drawings and calculations (If required) Health Department approval of septic system Verification of Water and Sewer Availability from City of Marysville (if applicable) APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. 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 �. z .� RESIDENTIAL PERMIT r 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. 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 v 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. ❑✓ 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. 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 _ � s, �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 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: 9/26/11 Owne4fOwner's Representative Company: Encore Homes, Inc. Phone: (360)659-1579 6 ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington •238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 Community Development Single Family Residence Building Permit Supplemental Checklist 1. F7 Plat name, if applicable. 2. .Vicinity map. 3. Zoning of property. 4. �Front, rear, and side yard setbacks. 5. /Garage setbacks. NOTE: All residential driveways taking access from a public road (not including alleys) shall be a minimum of 22 feet in length. 6. -Building height. 7. A break down of lot coverage by building. 8. All critical areas, if applicable,with designated setbacks and buffers. WTwo (2) shade trees per lot are required for Residential Low/Moderate Density, Residential Moderate Density, and Old Town zoning. (20.76.124) �) 5 I( 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. q P 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 i IL �� 1 r � C)� . o R ,F1 E JRR Engineering, Inc. R -44 ED u u 14 4 011 18609 76th Ave. W., Suite Bk p 2 7 L-pT Lynnwood, WA 98037-4149 CCA PERMIT CENTER (425) 697-5108 COA PERMIT CENTER Client: Encore Homes, Inc. Project Location: JVades, Plan 2212(0948...) tory 1801 Grove Street, Unit B Design calculations are for 85 mph (3-sec. gust)wind exposure B, Marysville, WA 98270 topographic factor, IKzt of 1.0 and 25 psf snow load. Do not use or (360)659-1579 Phone depend upon these calculations for more severe wind ex osure 360 659-3394 Fax or snow loadin . Scope: Lateral&Vertical Design Code: 2009 IBC/ASCE 7-05 Lat. Des. Parameters: SDC &Site Class, D; (Ss): 1.25 Dead Loads: Roof&Ceiling load 15 psf Wind Exposure: B Floor load 10 psf Winds peed, V(mph): 85 Exterior wall load 8 psf surface area) Live Loads: Floor Load (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 psf) Wind Design: Ps='%"IW*Pa3o*Kzt (Simplified Wind Load Method, Sec. 6.4, Eq.6-1) Where; 7., Adjustment Factor varies over height&exposure (Fig. 6-2) 6= 1 1 JWind Importance Factor(Table 6-1) Ps30, Varies with roof pitch and building zone (Figure 6-2) Kzt= 1 To og. Factor(6.5.7, Fig. 6-4), equal to 1.0 for flat terrain Roof rise in 2' : 6 Roof rise in 12" :1 0 " Horizontal Pressures (Kzt not yet included) Horizontal Pressures (Kzt not yet included) A B C D A B C D Ps30 14.4 2.3 10.4 2.4 1 Ps30 11.5 -5.9 7.6 -3.5 0-15' P.= 14.4 2.3 10.4 2.4 1 0-15' P.= 11.5 -5.9 7.6 -3.5 16-20' P,, 14.4 2.3 10.4 2.4 16-20' P8 11.5 -5.9 7.6 -3.5 20'-25'Pa 14.4 2.3 10.4 2.4 20'-25' P®= 11.5 -5.9 7.6 -3.5 25'-30' Pa= 14.4 2.3 10.4 2.4 25'-30' P8= 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'Pg 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 . SDS = 0.833 (Eq. 11.4-3) D= Site Classification (Section 11.4.2) J 0 IfL0 K. IE = 1 (Table 11.5-1) Fa& Fv = Site Coeff. (Table 11A-1 &11.4-2) O A R = 6.5 (Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1) r Cs = IE*Sog/R (Eq. 12.8-2) W= Effective Seismic Weight(Sec. 12.7.2) N p = Redundancy Factor 11.0< p< 1.3] (Sec. 12.3.4.2) Therefore; V ult.= 0.128' W _ "f I�,rI It Prepared by:JCM lTaCl�ltz�$ ¢ fia�$/�bil Checked by: RKR Project Name: Plan 2212 (0948...) Project No.: 11-02F 9/13/2011 Page 1 of ti I� -_�-� - - . J"R�: Engineering, l,�ic. ENGINEERING & PLANNING SERVICES Project Name: No.: _._.._.. .-...�•._ .-..y_.e.�i t 1 -y_ {- � (•• ---=-ram-- ----- -- -� ... _. _' _..+.. ww,d - wv.us..��•,.'-irr. 'ems�:4t��Mx sw:•.i•�er. 0.�777 .N.. - Y'`f._� {_. ,---+" ^�•- ' 06l lYrdetTHIt EN .....j-..f I.�.. ��1.-.J_, .�_' _ __�....� ._..� I —P". `.11.-•'-•--�-•---,'-ti-l.--�..��i y'L'i"'. -t , BEDROOMS- w..��i t,!NiM.. Joiu.vw•idi�,...••.w. •wOrr.1'.� w�..r�;,�...�.,..,.,_..,}.,,M T .'�✓+ ._. .� _ .... I ,- iT` HfDIiaDM 4 • i-� F { i �a� { I �i_1 • '"'�" .'-,"'""�""i "�. " e 'sore - — - �� iM— - -r ! ! � J t s t rowwa � i ; T— i IMP .f. ! � � '..,�:.sw•3ay...�>ae+r,:s..��i•��.ry� r,vka. 's,ww�r..mGa-�... ...,J7.,wlp7 � i !:1«•w...d :u..o:.��,rn.�;�'r..+,l._...I_..�.o...�u: a �, •Cf«oe;.z.;.....w...n.;• �r-a•,w�w�waw•_.� • t11i NWOLt Or WNG MR t3MU 94 a NOTED a.rif.•.•. �•.wrw•w �.•. pr.rw +swn�+..' .w�w�.,(+ M10NAL FRANGN9e•.y.,krw...,..mu.•w�: �..wb..�a+�°ys+.:w�.�.w�w�lt+> r.;w„wt Designed TG1V1 Checked Date—A_I[-1 Sheet off_ 1 - - - - - - � Tr - -� _ - - ENGINEERING & PLANNING SERVICES Project Name: 1`1 1:1. No.: —4-4 Me SWACROM.70 1�w —T *L 4�_tl___�_U_ TORCH --r-7 r �12 gr; fe vu 77 I rl 41 Oft� -1 AWr-i 57M CV ft-4a r IX 1 J- F44 I - ------------ -- 7 41-1 S T 'VIS -77 MAIN PLOOR PLA HMS7 Designed Checked Date Sheet of 13 Ai ENGINEERING & PLANNING SERVICES Project Name: PLAN eLll No.: -A I o,,,.'i.`/`f.. «�'�n, I 4 `X 1-x � . ?�'�7".;��1 �°''�S`0 �� -- 1�I��''_w �.�.,,..; w+r.w.j,w.nwr.«w,+....i.�++w.m.1.�..w.,,.,rah+. ��'— rrw..�.....�'a.�(—.wd—.niw.n... Mf PF L 4 b p+ L A 34 4 6 M 15 J. i; A+ 7- 6- Ill, F 10 1s) Jos Designed SG M Checked Fzlr-pl Date—,1-11-01 Sheet 4 of 13 - `. ~ . `�* z - -- - - � �� - - - - - - -- - - - - - -- - - . - - � ENGINEERING & PLANNING SERVICES Project Name: No.:— J__1 I- i t E-"-- 4 LO I 't + +i,4116 4� .01, 44 it. + 4.1 A I bil1. i T 2V J A 3 4_1 F-V A f T -1 T- 14-1 Designed Checked—_RK�, Date 13 Sheet 5____ -of 13 �.9 L '2 t� ENGINEERING & PLANNING SERVICES Project Name: p� f-4 —L I IL No.: vi Al� A 5V* A q M1, T5 _4 L IT -7- 91 LI, Olt, Igor 116 rJ— r Designed Checked P44X Date—014 SIZI I Sheet of t3 �� Al JR�r Eng�neer�ig, l.r�c. ENGINEERING & PLANNING SERVICES Project Name: FL A'J 2n4O- No.: L % •r ., tt 4 � c t 1 � i i i f s.*i+r.`��. -c-e.l r��a.�+��nwa�..wn wr•.f.rR•►w�+aww�ita++s`'ww0��wr...•r.wn.�-w� } � wvi Tiv w...,....�..�.4` .,..,j� .....-.t.�..we....�.•.•w• y«.�`....jJ� �e�...�>r. ....i �>(` .'s..:n...4.�. !rye�.wyiy;�.•C Tom.! )lrrS.Miw.+rr1'.�wrr+�'•.r.,e/rri t�wr..r�..r�.�F��wr� + i r.re�wv.�a�,rwlaueK.r..�xrt ! j t �` .� rResvi.w�r% i �l�r+sa�w�avrw�++�4/...�.+�..+r•.�.a.e.��wnwni '•w.at��,�,��:w.(, .vs Ll _..;. ..a....�,� � � -�-=-��-�I��S -orb,'--�.bQ�- •� , .�� ;!'�_ ; � ' ._ _.._ 77 Designed .TGM Checked FWL Date ol/nAl Sheet 7 of 13 �TR�� .Engineering, i.nc. ENGINEERING & PLANNING SERVICES Project Name: . ..... No.:_OL ' f � �• I I 1 �. t ' f I ! ...,�._....:LZ' �.✓' 1 {.1 f I�x-'FI�i ,'�� F! k � eJ_�� i.. �� I",!! ...�.arK,r..�....+..�.. r �:w...� ..J...aat;w � ' k a �...i.+..u.:.rNa.�..•s ► 717 I �el.�.rr.a { 1.7. Designed Xe—M Checked R,F=Z Date &I I-s fl Sheet J_of^ ■ , � - - - - - - - �- - - -�-- - ti- � _ - - - Stud Wall Design (AS.D) (NDS 2005/2009 IBC) TrV 2-2x6 HF #2 Next to Living Room 4-foot Windows (outer sides) b= 3 Fb = 2387 k= 1_0 d = 5_5 E = 1300000 c' = 0_8 S = 15.13 Kce = 0.3 SL = 25 A= 16.50 Fc* = 1645 DL = 15 0.5fc = 91.7 0.5P = `'K fc = 133.3 P - f `-1 " fb - 1415 M* - >. 0.5fb = 707 0.5M* = 10698 Eave Height= 17 ft le = 204 in FcE = 283.5 psi PC= 272.6 psi > fc OK Ww+ 0.5S (fc/F'c)"2+fb/(Fb(1-(fc/FcE))) = 0.99 < 1.0 OK 0.5Ww+S (fc/F'c)"2+fb/(Fb(1-(fc/FcE))) = 0.80 < 1.0 OK Note: M* = Moment clue to wind(windward only)must be multiplied by w= 1.3 per 1605.3.2 M* =((1.3*10.4 psf(0.73))*(5)*(17^2)1/8= 1783 ft lb=21395 in lb P= (15+25)*(11)*(5) =2200lbs 0.5P= (15+2512)*(11)*(5) = 1513 lbs Values from NDS 2005 Table 4A (HF, E=1.3x10^6 & DF, E=1.6x10^6) Where: Fb =Fb*C o*Cr*C F*C M (Cr= 1.35 in lieu of 1.15 per 2008 SDPWS Table 3.1.1.1) Fc*= Fc*C o*C F HF#2: Fb =Fb*C o*Cr*C F*C M Fb= 850_psl(1.6)*(1.35)*(1.3)*(1.0) = 2387 psi Fc*= 1300 psi(1.15)*(1.10) = 1645 psi DF#2: Fb=Fb*C o*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 Name: Encore Homes Plan 2212 Project No.: 11-02F 9/13/2011 Sheet OL of J3 - - -►�' - - �� f- -_- - - y. tyxr-�lie 10414gl"4--tax-IX14gg ENGINEERING & PLANNING SERVICES Project Nlanle:—PL- f-J No.: Z IL I LL Vtd 544 V 1 j- --JF AF, 1 66 4) -rFqo i --L41F 2)j It I,I J- Designed SG Checked Date 1 13 Sheet I t) off_ .r ,. ENGINEERING & PLANNING SERVICES Project Name: �-A W *10LI1 No.:— 11-121P vwO -J J IL ial- J r. L '-u L ow "WtOlr- WWI -J 45 1 t 4 �*.......... tj J.4 4 Designed Checked Date—01-113A Sheet Of 13 :� I JR.�.' .En,�zn eer.�rig, ,...nc. • ENGINEERING & PLANNING SERVICES Project Name: - Pt--A N 22�'�. 2-L.a•�L No.: • l i � l i I I h l � i t 6, ._I._L. ..n ` +-I ��' � •�-�"j`...� � . In bill \v Ito 'fix ►f' 1 j� i w ` FT- _ f I �� , L v lY liz M U CI rF°•;�J J. —r—I - �t •u! 1 i� Q � 1r rJif , i i, Designed_.—Zj; 1__-__ Checked Rjgn Date 113/11 Sheet_ of ti ., - 4cTR Jo.zigl tl a it ENGINEERING & PLANNING SERVICES Project Name: ' f t.A•rJ 'L215 "'L-C�¢� No.: ._(�_..:�df�--'.'P��I�I�T��1� �t��iis� `�u�i.�,_...�:..�_..�•.�._._.I,,A4p _�. • __... ..�__.__.� , � .So.. —_ .� • w.a�u, *YY•.Y�YY.M� ' , ._w.__.._ � MY. , �.�..w• .nV{', ._ .._ �..Y ��Y..w. -11 L6 Ron S 41• 1 1 IV�"P1 '� y ..Y..YY..r�..+w,ww•..nY+.Y..»Y•:.YY.. �V k _,C � -,-- ---�-- ....T._.•+----.i.-..ice....._....—...�.i.. - A . �i' � ^ 1�c• � I y . i�......:_ ..y _.. Ff� SIT .�...�Ys.�...rr.+�+.+..uw+...Yr:i. �...pY•........• - '�VI�V 1/J ..n.r-w,.....rw........�..«r Designed X4 M Checked W412- Dade a Sheet of 13 :. w •t �:�: ZON20110054 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 77 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20110054 _ OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS: APPLIED ti} '-> ADDRESS: 17918 81ST DR NE,ARLINGTON BALANCE: $0.00 � y ISSUED: CREATED: 10/19/2011 SCREENS: Select Screen- FUNCTIONS: Select Permit Function. . -BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ1 DO... ASSIGN REMOVE 1002 P-Engineering I MHAYES 10/21/2011 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 10/21/2011 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 10/21/2011 0 Y N Assign Remove 2000 C-Building I CYOUNG 10/21/2011 0 Y N Assign Remove 2008 C-Community Development I BFECHT 10/21/2011 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 10/21/2011 0 Y N Assign Remove 2014 C-Planning I THALL 10/21/2011 0 Y N Assign Remove p) ZIWAIA Po GvArm Q �W&k http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit Revie... 10/19/2011 RESIDENTIAL rr 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 ,�/— �loy �jooU d'79oo Address: 1801 Grove St.Unit B ��9 IX SY Die"k� 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: ✓Z, a. Single-family dwelling b. Duplex ✓ C. Addition d.Accessory structure 2. Proposed Dimensions: W) L) H) <35' Total SF) 3. Allowed Lot Coverage: Total Lot Size & /54 SF x 35% = ZJ53 SF 4. Actual Lot Coverage: (SF of all structures) 1-111 - 9'pl 0i (lot size) = Z Z % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): New single Family Residence OFFICIAL USE ONLY PROPERTY ZONED APPROVED _F-1 DENIED_ DATE INT OCT 14 2011 ZL9w2-01(0oSy j. 1 1 1� Site Information: Impervious Surface: 17918 815t Dr. N.E. House w/O.H.: Sq. Ft. Arlington, WA Driveway/Walkway: Sq. Ft. Parcel #:01047900007900 Total: Sq. Ft. Unit Size: 8,154 S.F Legal: Magnolia Meadows, Div1, Phase 2 Lot 79 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 70. 2' Rebar Set 1' from actual Corner U.N.O (true corner closer to road) t LOT 79 79 8, 154 SQ. FT. RECEIVED O 66' OCT 14 2011 7- COA PERMIT CENTER ow 2dI/Fly ryry � 7'101, '4S 3p.) 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