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17921 82ND DR NE_BLD20110172_2026
)w Ala"IF BUILDING INSPECTION REPORT C, V r�� Permit No. V72— Address: !'?,21 �.p Contractor: z;ile z �tNG� Owner: � Date: � (aAoz APPROVAL PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: ® Under-floor ® Framing ® Gas Piping ® Footing Drywall, nailing ® Consultation ® Foundation ® Shear Nailing ® Groundwork ® Mechanical CP Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: 3S ' BUILDING INSPECTION REPORT GYM Y � Permit No. 1 1 Dl 7 2- Address: ----/ 71 21 p2ud 0/1 . 7�LI1VG�co Contractor: elflAzZe Owner: �iUGO Date: APPROVAL PARTIAL APPROVAL VIOLATION ® CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: 6 Date: Z Z / ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry Ell Drainage A nsulation • Other: 1 BUILDING INSPECTION REPORT , G"vY o� Permit No. iy 72— Address: l 72 Z/ } Contractor: Z_ t e e(f Owner: �iUCO Date: 7,1 �Z XAPPROVAL ® 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 7�fi d- I-Ace-0 r. /'. nht/tip mewie;✓ , Gt�'-v Inspector: oc�,t� Date: ® Under-floor Framing A Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork x Mechanical ® Grid ® Struct. Slab IJ Wood Stove k Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: A141 �6y BUILDING INSPECTION REPORT CST Y o� Permit No. Address: �z'Oe 4/L 9�l JfNG�O Contractor: G�/fJar' Owner: �i(j��" � 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 �/�%Clle lc_ �14:LlAfe `62- :3 e Z ' Inspector: v Date: l -,der-floor ® Framing ® Gas Piping `ing ® Drywall, nailing ® Consultation 'ition `Shear Nailing ® Groundwork ,al ®Grid ® Struct. Slab ® Rough-in ® Final ® Drainage ® Insulation Q� BUILDING INSPECTION REPORT Gti1 Y �� Permit No. ( � Address: 0a �r- Contractor: Enure. Owner: En GD rr, Date: rW 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 iQ(= n2 S 7- r-r Inspector: Date: P(Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ® Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT Permit No._U7 N 1 _21- Address: 1 101 C�_l 't0 Contractor: �rl � Owner: Date: A- 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 Qi` 740- Inspector: Date: 1r ® 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: V�* 11) BUILDING INSPECTION REPORT `lc Y ��� Permit No. — 017 2- Address: 7'Pl�NG�0 Contractor: EA CO re, Owner: Owner: Date: APPROVAL ® PARTIAL APPROVAL VIOLATION CORRECTION REQUEST Corrections listed below MUST BE MADE before work can be approved Please contact inspector Was not able to perform inspection Call 360-435-0674 FOR RE-INSPECTION by 5:00 pm the day before Inspector: Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation 'Wroundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT G�TY �4 Permit No.—�7" ��7Z Address: 17921 92x,,� 0. Contractor: 4FAI69K 6 Owner: 6flzG, e 112 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 1/"�✓/ %� i i •, Inspector: o Date: ® Under-floor ® Framing ® Gas Piping .0"looting ® Drywall, nailing ® Consultation © Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 ` PHONE: (360)403-3421 BUILDING PERMIT Address: 17921 82ND DR NE,ARLINGTON Permit#:BLD20110172 Parcel#:01047900006900 Valuation:$211,000.00 !OWNER APPLICANT CONTRACTOR _ Encore Homes,Inc. Encore Homes,Inc. Encore Homes,Inc. Keith Hoyer Keith Hoyer Keith Hoyer 1801 Grove Street,Unit B 1801 Grove Street,Unit B 1801 Grove Street,Unit B Marysville,WA 98270 Marysville,WA 98270 Marysville,WA 98270 keith@encorchomesinc.com encorehomesinc.com keith@encorehomesinc.com Lie#:ENCORE I914NS Exp:8/1/2013 PLUMBING CONTRACTOR MECHANICAL CONTRACTOR Soundview Plumbing 5917 195th St NE #3 Arlington,WA 98223 Lie#:SOUNDVP033NF Exp: Lie#: Exp: JOB DESCRIPTION _ New SFR PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 2 CONST TYPE: V-B DWELLING UNITS: 1 OCC GROUP: R-3 CODE: 2009IRC OCC LOAD: N/A PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/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. 127 S' nature Print Name bate R leased By D e ARCHIVE = APPLICANT ASSESSOR OTHER BLD20110172 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. • FYI- • See redlined plans for additional comments. I'LRN11T FEES Date Description Fee Amount Paid I ;dance INC 10/26/2011 Plumbing Permit Fee $193.00 $0.00 $193.00 10/26/2011 Mechanical Permit Fee $65.00 $0.00 $65.00 10/26/2011 Building Permit Fee(QTY: 1) $2,035.44 $0.00 $2,035.44 10/26/2011 Building Plan Check Fee(QTY: 1) $1,323.04 $0.00 $1,323.04 10/26/2011 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $3,620.98 $0.00 $3,620.98 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 1 mZ Oo CD t��ri Cxi'J o � � (D a o C17 (D Qa v d � y � � �l O ° oo -- Z N ; n 0 N ' ClO —� d rD z �� N Z U) y y atTj m CD n z C7 > Z o cn r r U' `c on t:d ° d d o ¢ o d �. M H z H !� y C7 C zJ-d MI n -d O ~ r � d � m0 � � w r� O Z r 0 a n r n O N O CD I-t x r `'' � z r Cd O n No ci o N z r. - . I r OF CITYARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BVMDING PERMIT Address: 17921 82ND DR NE,ARLINGTON Permit#:BLD20120040 Parcel#:01047900006900 Valuation:$0.00 OWNER APPLICANT CONTRACTOR ENCORE HOMES,INC ENCORE HOMES,INC ENCORE HOMES,INC KEITH HOYER KEITH HOYER KEITH HOYER 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 MARYSVILLE,WA 98270 Lic#: Exp: PLUMBING CONTRACTOR MECHANICAL CONTRACTOR ENCORE HOMES,INC KEITH HOYER 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 Lic#: Exp: Lic#: Exp: JOB DESCRIPTION Gas Appliances PERMIT TYPE: Residential PERMIT GROUP: Mechanical/Solar STORIES: 0 CONST TYPE: DWELLING UNITS: 0 OCC GROUP: CODE: OCC LOAD: PERMIT APPROVA 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. 14'� 1) &h& &Z 1A g-7 nature Print Name Date R leased By Date ARCHIVE APPLICANT ASSESSOR OTHER BLD20120040 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. • Must provide option for 1 energy credit at mechanical inspection. • Building design per prescriptive path.Duct testing is required not to exceed 113cirm. • See attachments. I ERiNUF h EES Date Description Fee Amount Pahl INlancc Duc 1/23/2012 Mechanical Permit Fee $60.00 $0.00 $60.00 Total Due: $60.00 $0.00 $60.00 CALL FOR 4SPECTIONS 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 BLD20120040 (PT-LIVE) - PermitTTax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT #: BI_D20120040 OWNER: ENCORE HOMES, INC- HOYER, KEI... STATUS:APPLIED ADDRESS: 17921 82ND DR NE,ARLINGTON BALANCE. $0.00 ISSUED: CREATED: 1/23/2012 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... MECHANICAUSOLAR REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE I LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I LPETER... 1/30/2012 0 Y N Assign Remove 2000 C-Building I CYOUNG 1/30/2012 0 Y N Assign Remove l� _ y http://coaweb2.arlington.local/PermitTrax/Module_Permits/PermitS_Pennit/Permit_Revie... 1/23/2012 ' b� '/L-I (� I - 1 2�93 RESIDENTIAL MECHANICAL PERMIT APPLICATION wo'_ 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* ❑ Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu.edu/BuildingEfficiency/EnergyCode.asox ❑✓ Appliance location and distribution details, including gas piping info Required Inspections/Tests: 7 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. RECEIVED 24-hour notice of Request for Inspection JAN 23 2012 Call the 24-hour inspection line at 360-435-0674 COIF Engineering Dept, APPLICATIONS ARE CONSIDERED COMPLETE IF ALL INFORMAT �GtZ_W(0 REQUESTED ON FORMS IS FILLED IN. (41,,kkI0 l 1 2- �i 1 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: Project Address:_ G 41 Z L �' '� �. Parcel ID #: 0104790000_00 Lot#: 69 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: keitha@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 USPENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR S LID-FUEL APPLIANCE BOILER UP TO 4-15 HP HANDLING UP TO 10K CFM REPLACE INSERT BOILER UP TO 16-30 HPa3REEESTANDING HANDLING OVER 10K CFM ENTILATION SYSTEM HEAT PUMP NTILATION FANS OTHER + VENT HOOD MESTIC INCINERATOR ALL OTHER UNITS STOVE Contractor: E,,,re Homes,lnc. Phone Number: Address: City: State: Zip Code: Contractor's License Number Encorhi914ns Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in accordance with the laws,rules and regulation of the State of Washington. l� plicants Signature (Date 171, Keith Hoyer Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY 1 V I� I ZON20110040 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20110040 OWNER: Encore Homes, Inc. -Hoyer, Keith STATUS:APPLIED ADDRESS: 17921 82nd Place NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 10/4/2011 1 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... -BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION JASSIGNE-1 DUE DATE I LAST (9) REQ?DO... ' ASSIGN I REMOVE 1002 P-Engineering I LPETER... 10/7/2011 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 10/7/2011 10/4/2011 1 Y Y Assign Remove 1026 P-Utilities Fees RSHEPA... 10/7/2011 0 Y N Assign Remove 1028 P-Water EANDER... 10/7/2011 0 Y N Assign Remove 1032 P-Utilities I LTAYLOR 10/7/2011 0 Y N Assign Remove 2000 C-Building I CYOUNG 10/7/2011 0 Y N Assign Remove 2006 'C-Code Enforcement MHAYES 10/7/2011 0 Y N Assign Remove 2012 C-Natural Resources BBLAKE 10/7/2011 0 Y N Assign Remove 2014 C-Planning I THALL 10/7/2011 0 Y N Assign Remove 0 k http://coaweb2.arlington.local/PermitTrax/Module Permits/Permits Permit/Permit Revie... 10/4/2011 i ' RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223• Phone(360)403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 9/26/11 Address: 1801 Grove St.Unit B Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homes, Inc. Signature: / VerificatioA 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: U a. Single-family dwelling ✓� b. Duplex ✓❑ c.Addition ✓I d.Accessory structure 2. Proposed Dimensions: W) L) H) <35' Total SF) 3. Allowed Lot Coverage: Total Lot Size p I.- 1 SF x 35% = 1 4�SF 4. Actual Lot Coverage: (SF of all structures) 0 - Z11 (lot size) % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? No If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. Describe Proposal (include cross street): New single Family Residence I ' " CEI AS-0- _ OCT 0 3 2011 OFFICIAL USE ONLY PERMIT CENTER PROPERTY ZONED APPROVED F71_ DENIED _ DATE INT i Site Information: 17921 82"d Dr. N.E. o<necs Arlington, WA VE Parcel #:01047900006900 0eUnit Size. 8,217 S.FLegal: Magnolia Meadows, Div1, Phase 2 Lot 69 Job #: Plan: 6 .2 r Impervious Surface: � LOT House w/O.H.: Sq. Ft. 4 Driveway/Walkway: Sq. Ft. Total: Sq. Ft. 81 17 SQ. FT. � ch Notes: 1 1. Downspouts to plat system 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. p) 6. Armored Construction Entrance. 7. Parking pad concrete /driveway gravel 0 I'-- 12'7" Setback Notes: y 30- Lot Coverage <35% 883 Area in front setback <40% impervious Front Setback 20' S' Ao�� tio Side / Rear Setback 5' h Ht. 35' No Overhangs in Easement Areas Rebar Set 1'from actual Corner U.N.O V j 7(9 (true corner closer to road) q k RECEIVED as O OCT 0 3 2011 COA PERMIT CENTS � 3$ N ��• > 0 ft. 12 ft. 20 ft. 40 ft. �EncoreHomes, Inc 1801 Grove St. Unit B Marysville, WA 98270 (360) 659-1579 Contact: Keith Hoyer �� I 2 Duct ,esting Calculator (New Cof. ,ruction) �(A House address or lot #: ? L .?A,� �� I -` Conditioned Floor Area: Duct tester location: so Z Pressure tap location: Ring (if applicable): Open 1 3 At Rough-in (Total Leakage) Test Method & Test Calculated Standard' CFM25 Target Air Handler Present <_ 6 CFM25 per 100 sf of CFA .06 X CFA :5 CFM25 Air Handler not Present CFM <_4 CFM25 per 100 sf of CFA 04 X CFA -< Zs Post Construction Test Method & Test2 Calculated Standard' CFM25 Target Air Handler Present(Total Leakage) .08 X CFA 5 <_8 CFM25 per 100 sf of CFA CFM25 Air Handler Present(Leakage to Exterior) .06 X CFA 5 CFM 5 6 CFM25 per 100 sf of CFA zs 1. Test results must comply with onc#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 Calculated Test Result CFM 50 (( 1FM50 X 0.055) = ( l_ CFA X 144))=SLA 3"l3C 0.00030 SLA divided by 2-T U 2= SLA �P s 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 CFM50: Cubic feet per minute of air leakage at 50 pascals of pressure Pascal(pa): Unit of pressure SLA: 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. hl- �� EXCEPTIONS: if the air handler and all ducts are located within conditioned space. 1. Duct tightness test is not required 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. EXCEPTIONS: 1.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 (SLA)shall b(CF50 xe d as follows: SLA M 0.055)/(CFA x 144) Where: Where = 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 system(s)shall be turned off; HVAC ducts supply and return registers shall not be sealed. Washington State Energy Coda-.Component Performance Worksheet,Type R-�)occupancies Heating System Size Ducts are located in unconditioned space(] _ Conditioned Floor Area 1883 Equipment size over design load 5% Conditioned Building Volume 15064 Btu/hour output 29.098 Weather Station Marysville . KWI 8.5 Component Performance,R-3 occupancies Code Target Values Proposed Design Values Area UA Area UA Vertical Glazing U = 0.300 282 8417 151 51.3 Overhead Glazing U = 0.500 0 0.0 0 0.0 Doors U = 0.200 18 316 18 2.8 Flat/Vaulted Ceilings U = 0.027 11:72 31.6 1172 3:1::6 Wall (above grade) U = 0.056 2020 :1131:1 2a52 :116.2 Floors U = 0.029 11.61 33.7 T16:1 3:3.7 Slab on Grade F = 0.360 0 aol 0.0 Below Grade 2'depth,wall U = 0.042 0 0.0 0 0.0 2'depth, slab F= 0.590 0 0.0 0 0.0 3.5'depth,wall U = 0.041 0 0.0 0 0.0 3.5'depth, slab F= 0,640 0 0.0 0 0.0 7'depth,wall U = 0.037 0 0.0 0 0.0 7'depth, slab F= 0,570 01 00 0 0.0 Target UA Total 266.7 Proposed UA Total 235:6 Target Credits from Chpt 9 1.0 Proposed Credits from Chpt. 9 1.0 If the Proposed UA s the Target UA, and the Proposed Credits From Chpt. 9 are z 1 than the home meets the 2009 WSEC Check other code requirements Copyright 2010,WSUEEP10-009(Version 10)Copied by permission from Washington State University Extension Energy Program (see copyright restrictions) 2/24/2012 1 of 6 i Washington State Energy Coav:Component Performance Worksheet,Type R-0 Occupancies Vertical Glazing Plan Component Glazing Width Height ID _ De_s_c_ription_ Ref. U Qt. Feet Inch Feet Inch Area UA liv Encore Homes Custom 0..340 1 5 6 81 33.3 ::::1:1:3 Encore Homes w Custom 0:340 1 5 4 6 22.5 7.7 Encore Homes v C:ustot 01340 1 3 3 9.0 3.1 Encore Homes I v Custom :0.:34.Q 3 4 4 ° 48.0 16.3 Encore Homes c Custom 0:340 1 5 ° 4 ° 20.0 6.8 Encore Homes v Custorti 0:340 1 2 °1 2 '1 4-0 1.4 Encore Homes V Custom 01340 1 4 3 ° 14 0 4.8 Encore Homes Custom 0:340 0.0 0.0 `► 0 :'01000 00 0.0 0 0:000 0.0 0.0 0 01000 0.0 0.0 0 0 000 00 0.0 0 0:000 00 0.0 0 0.000 0.0 0.0 0 :0.0.00 00 0.0 0 :0.000 0.0 0.0 • 0 0.0.00 0.0 0.0 0 0 000 0;0:: ::::0:0 0 ::::0.0,00 :0.:0 0.0 0 0 000 0.0 0.0 r 0 0.:0.00 0.0 0.0 0 0A00 0 0.000 0.0 0.0 14 0 0:000 001 0.0 0 0:000 0.0 0.0 `► 0 0:000 0.0 0.0 0 01000 0 0.000 0::0::: :::0:0 ........ .. .. ....... 0 0.0.00 0 0.000 0.0 &0 0 0.:0.00 0.0 0.0 - r 0 0.000 0.0 0.0 0 0:0.00 0.0 0.0 0 :0.000. 0.0 0.0 0 0:0.00 0.0 0.0 0 :0.000 00 0.0 0 0:0.00 0-0 &0 0 :0.000 0.0 0.0 0 0:000 0.0 0.0 1 0 0:000 0.0 0.0 0 0 0:000 p 0:000 0.:0 .0.0 • 0 :::0.000 0:0:::::::0:0 0 ::0.:0.00 ::::0.:0 :: :::.QQ Copyright 2010,WSUEEP10-009(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 2/24/2012 2 of 6 .,r Washington State Energy Coaw: Component Performance Worksheet,Type R-a Occupancies 0 0:000 0 0:0.00 0:0 :::::0:0 0 0:000 0::0: • 0 0:0.00 0..0 ::: :0. 0 :0.000 1 1 001 0.0 1w 0 0:0.00 0.0 0 0 0 0.000 -4 0.0 0 0 Sum of Area and UAI 150.8 51.3 Glazing Area Weighted U 0.340 Exterior Doors Plan Component Door Width Height ID Description Ref U Qt. Feet Inch Feet ""Gh Area UA 1 Exempt Door if:less.than:24:SF 1 3 6 e 20.0 0.0 Insulated Steel,Wood Edge(ISteeIWE) V 1.0-6C: 0.180 1 2 6 6 8 17.8 2.8 0 0:000 0.0 0.0 0 0:0.00 00 0.0 0 0:000 0.0 0.0 _ _ • 0 0:000 0.0 0.0 0 0:000 0.0 0.0 _ • 0 0:0.00 0.0 0.0 • 0 0.000 0.0 0.0 0 0:0.00 0.0 0.0 0 0:000 If exempt door is selected, must be 5 24 SF- Sum of Area and UAI 17812.8 Copyright 2010,WSUEEPIO-009(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 2/24/2012 3 of 6 i Washington State Energy Coo.: Component Performance Worksheet,Type R-�Occupancies Overhead Glazing: Plan Component Glazing Width Height ID Description Ref. U Qt, Feet Inch Feet '"`'' Area UA 0 :::0:0.00 0.0 0.0 0 :;:0:000 0.0 00 0 Q;000 00 0.0 0 0:000 0.0 0.0 0 1 0.0.001 1 &01 0.0 0 6'00bI I 1 001 0.0 0 I obbol I I I I 1 001 00 Sum of Area and UAI 001 0.0 FlaUVaulted Ceilings Plan Component Attic ID Description Ref. U Area UA R-19 b1co.n Attic STD baffled W :10-7 0.027 1172.0 31.6 0 :0.000 0.0 0 0.000 0.0 0 :0.000 0.0 Sum of Area and UAI 1172.0 31.6 Copyright 2010,WSUEEP10-009(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 2/24/2012 4 of 6 ly l• I Washington State Energy Coo.:Component Performance Worksheet,Type R-0 Occupancies Walls (Above Grade) Plan Component Wall ID Description Ref U Net Area UA R21 cavity+R0 foam INT 2X6W Lap AM 0.0.54 2152.0 11.6.2 0 0:000 0.0 0 0:0.00 0.0 0 0:000 00 0 0.000 00 0 0:000 00 0 0:0.00 0.0 0 0:000 0.0 0 0.:0.00 0.0 0 :0:000 0.0 0 0:0.00 0.0 0 0:000 0.0 0 0.0001 0.0 Sum of Net Wall Area and UAI 215201 116.2 Floor(over crawl or exterior) Plan Component Floor ID Description Ref. U Area UA R30 vented Joist 16oc r'' 10=3 :0.029 1161.0 :33:7 0 0.0.00 .0:0. 0 :0.000 00 0 0.0.00 0:0 Sum of Area and UAI 1161.0 33.7 Slab on Grade(less than 2 feet below grade) Plan Component Slab Slab ID Description Ref. F Length UA 0 :0.000 0.0 0 0.0.00 0.0 0 :0.000 0.0 I 0 0.0.00 0.0 Sum of Area and UAI 001 0.0 Copyright 2010,WSUEEP10-009(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 2/24/2012 5 of 6 I I I Washington State Energy Coin: Component Performance Worksheet,Type R-s Occupancies Below Grade Wall: 2 foot depth Plan Component Wall Wall Wall Slab Slab Slab ID Description Ref. U Area UA F Length UA 0 0:0.00 0.0 0.000 0.0. 0 0:000 0:0 0.000 00 0 0:000 00 0 000 0.0 0 0:000 0.0 0.000 0.0 Sum of Area, Length and LA 0.0 0.0 001 0.0 Below Grade Wall: 3.5 foot depth Plan Component Wall Wall Wall Slab Slab Slab ID Description Ref. U Area UA F Length UA 0 0.0.00 0.0 0.000 0.0 0 0.000. 0:0 :::0:000 0.0 0 0.:0.00 _0.:0::.:.b.b.00 0.0 0 0.000. 0:0 :: 0:000 0.0 Sum of Area, Length and LIAI 0.01 0.0 0.0 0.0 Below Grade Wall: 7 foot depth Plan Component Wall Wall Wall Slab Slab Slab ID Description Ref. U Area UA F Length UA 0 0.000 b.b':::::b.bbbI 00 0 0.000 0:l...I b 000. &0 0 0.000 b.b.. -0:000 00 0 0.000 0:0 .: 0.000. &0 Sum of Area, Length and LIAI 0.01 0.0 1 001 0.0 Chapter 9 Options Total of 1 Credit Required Opt, Opt. Description 1a High Efficiency HVAC Equipment 1 LJ lb High Efficiency HVAC Equipment 2 ❑ 1c High Efficiency HVAC Equipment 3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 0.5 3b Efficient Building Envelope 2 3c Su el=Efficient:B:uildin :Envel.ope:3 9a Air Leaka e:Cantr61:and:Efficient:Veiitilatiori 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating 0.5 5b High Effieciency Water.Heatin 6 Sma lt Dwellin Unit 7 Lar e:Dwellin :Unit: 8 Renewable:Biedtric.Ener gy *1200 kwh Total Credits 1.00 Copyright 2010,WSUEEP10-009(Version 10)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) 2/24/2012 6 of 6 r 03/07/2019 11 :53 FAX [6 001/002 ATRIMA� & Plant Address Mailing address JOB ORDER11-61346 U��/� 3400 Tacoma Street P.O.Box 10444 w i N o o_�a-- trams o o R u Union Gap,WA 98903 Yakima,WA 98009 Ship Date: 0 1/0 9111 2 (509)248-4462 Reference:411090 800-322-8060 Input:12/27/11 f' h Fax(509)453-8143 Ordered by:KEN �►I Sales Rep:PHIL OBERMAN Cust Srvc:RON Sidemark:ENCORE HMS LOT 69 To: CASCADE LUMBER INC 2250 Ship To: JOBSITE/LOT 69 MAGNOLIA PO BOX 37 17921 82ND DR NE STANWOOD,WA 98292 ARUNGTON,WA 98223 360-629-2119 FAX: 360-629-2208 Line Quan Price Extended O/F 1 2000 SLDR XO ROW 36,000 ROH 36,000 WHITE 118Le-1/8St 1/8Le-118St Grid: Top 18.00 Whit Options: W/SZ Std Fin 2x2 2x2 Q SPECIAL WINDOW NOTES !! T SATIN ETCH TO INSIDE Uval-0.34 SHG-0.30 VLT-0.50 SITE LABEL LOT 69 POWDER 2 1 890 DOOR XO ROW 60.000 ROH 80.000 3 7r x WHITE 1/8C1-1/8Le-T 1/BCI-1/8Le-T Grid: NONE Options: W/S Std Fin Uval-0.33 SHG-0.41 VLT-0.59 SITE LABEL LOT 69 GREAT 3 1 2000 SLDR XO ROW 48.000 ROH 48.000 WHITE 3/32CI-3132Le 3/3201-3/32Le Grid: NONE Options: W/SZ Std Fin Uval-0.35 SHG-0.40 VLT-0.57 (0 )d SITE LABEL LOT 69 KIT 4 1 2000 SLDR XO ROW 60.000 ROH 54,000 WHITE 3/32CI-3/32Le 3/32CI-3/32Le Grid: NONE Options; W/S VZ Std Fin Uvel-0.35 SHG-0.40 VLT-0.57 ;L x 5 SITE LABEL LOT 69 GREAT Page 1 Portland Distribution Center options:V=venwwore,'u,S-with scrnena R=no nallAn,Z=EZ-Acilon Lock" 1313:1 NE Airport Way K-KeyLxk, M=VlultiPt Lock, hd)K=NlufiiPt Koyt ock,HD=HDScrn,F$=Fulls Portland DR, 97230 Thank you for p (503)255 9365 lacing this order Please Check fo Carefully Fax 503.254.5717 quotas are good for 30 days Our responslbllly ceases when merchandise is accepted by carrier or signed oft by cur driver 03/07/2019 11 :53 FAX 046 3018 ORuF-R. 0102 � Ship pate: 0 ATRIUM Extended o!F price WINDOWS AND D D D R 9 Line Quan ROH 48 000 32C1-3132Le W!S VZ g 3 2000 SLDR XO ROW 48.000 Options; WHITE 3/32CI-3/32Le Grid: Top 24.00 Wht Std Fin 2x2 2x2 Oval-0.35 SF IG.0.36 VLT'0.51 SITE LABEL LOT 69 BEDS R 000 WJ5 V g 1 2000 SLDR XO ROW 60•p00 OH 48 3f32Ct-3132Le options: WHITE 3/32CI-3/32Le Grid: NONE Std Fin uvai-0.35 S14G-0.40 VLT-0.57 SITE LABEL LOT 69 MASTER 000 �4.Op0 ROH 301fSOb-'IlBLe-T Options; WlSZ 7 i 2000 SLDR QX RaW WHITE 1/80b-1/8Le Grid: NONE Std Fin SPECIAL WWII VENT ONLYON Y Vv�t_p.3q ES SHG-0.39 VLT-0.56 TEMPSITE LABEL LOT 69 M.BATH ROH 24,000 8 1 2000 PICTURE ZOW A 48-aa0 WHITE 3/32CI-3132Le Grid: NONE Std Fin Uv�l_p,32 SHG4.45 VLT-0.65 SITE LABEL LOT 69 OFFICE SH0.0.38 VLT.0.55 I HOLD SCREENS Averaq4a v QT45 9 SIDEMARK REFERENCE:ENCORE HMS Weight: 558.8w►w- G 0�0 pp Cubes: 70.8 =nonailfin.Z 6 SP ALFSHIPPING INSTRUCTIONS ��venUloar6 WIS ecMuliPrKeh c,HD-H1 425-508-7412 Optionsck,M=MultlPl l od�:.....K" this order .o K- Thank you for PlCheck Carefully Portland Distribution Center Please are good for 30 days 13139 NE Airport Way Quotes Portland OR, 97230 our driver (503)255 9368 carrier or signed oil by Our responsibilty ceases when merchandise Is aGGE'Ptg tSY I� r r r �- r JRR Engineering, Inc. 18609 76th Ave. W., Suite B REI ® Lynnwood, WA 98037-4149 OCT (425) 697-5108 Client: Encore Homes, Inc. Project Location: JVaries, Plan 1883 (&iil .) 25 psf Snow 1801 Grove Street, Unit B Design calculations are for 85 mph (3-sec. gust) wind exposure B, Marysville, WA 98270 to ographic factor, Kzt of 1.0 and 25 psf snow load. Do not use or (360) 659-1579 Ph. depend upon these calculations for more severe wind exposure (360) 659-3394 Fax or snow loading. Scope: Lateral &Vertical Design Code: 2009 IBC/ASCE 7-05 Lat. Des. Parameters: SDC &Site Class, D; {SS): 1.25 Dead Loads: Roof& Ceiling load 15 psf Wind Exposure: B Floor load 10 psf Windspeed, V (mph): 85 Exterior wall load 8 psf(surface area) Live Loads: Floor Load (psf): 40 Interior wall load 10 psf floor area) Snow Load (psf): 25 Attic Lim. Sto. (psf): 20 Assumed Soil Values per IBC 2009: Soil Bearing: 2000 psf Contractor shall notify Engineer if testing indicates bearing capacity is lower than 2000 psf) Wind Design: Ps=X*I1,*P53o•Kzt (Simplified Wind Load Method, Sec. 6.4, Eq. 6-1) Where; X , Adjustment Factor varies over height& exposure (Fig. 6-2) IW= 1 1 JWind Importance Factor(Table 6-1) Ps30, Varies with roof pitch and building zone (Figure 6-2) Kzt = 1 Topog. Factor(6.5.7, Fig. 6-4), equal to 1.0 for flat terrain Roof rise in 12" • 5 Roof rise in 12" :1 0 Horizontal Pressures (Kzt not yet included) Horizontal Pressures (Kzt not yet included) A B C D A B C D Ps30 15.9 -4.2 10.6 -2.3 Ps30 11.5 -5.9 7.6 -3.5 0-15' P5= 15.9 -4.2 10.6 -2.3 0-15' PS= 11.5 -5.9 7.6 -3.5 15'-20' PS= 15.9 -4.2 10.6 -2.3 15'-20' Ps= 11.5 -5.9 7.6 -3.5 20'-25' P5= 15.9 -4.2 10.6 -2.3 -TO'-25' PS= 11.5 -5.9 7.6 -3.5 25'-30' P5= 15.9 -4.2 10.6 -2.3 25'-30' Ps= 11.5 -5.9 7.6 -3.5 30'-35' P5= 16.7 -4.4 11.1 -2.4 30'-35' P5= 12.1 -6.2 8 -3.7 35'-40' P5= 17.3 -4.6 11.6 -2.5 35'-40' P5= 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 Sos = 0.833 (Eq. 11.4-3) D = Site Classification (Section 11.4.2) �. IE = 1 (Table 11.5-1) Fa & Fv = Site Coeff. (Table 11.4-1 &11.4-2) O R = 6.5 (Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1) Cs =1 le*SpS /R (Eq. 12.8-2) 1W= Effective Seismic Weight (Sec. 12.7.2) p = Redundancy Factor[1.0 < p < 1.3 (Sec. 12.3.4.2) d Therefore; V= 0.128 W " Prepared by: JCM X P1 RIMS < 0111 }- Checked by: RKR Project Name: Plan 1883 (0921 .) 25# Snow 14101 Al Project No.: 10-02B Revised: 4/4/2011 Page 1 of �r ( JRT' Engineering, 'aic, ENGINEERING & PLANNING SERVICES Project Name: 'PILAW I4$S No.: C J -4112B -------- -- 4-C I Sion Q46! I I I ' I 8 MASTER BATH � � I Undo, MASTER BDRM I - 4t68 I I i I 4 I I �•�• f0'.5�,' I I I 175 I w g BATH I 4 I r DN Id UV In lllAL1 / \ R.Ttl a. 6 tall�Wall COLD A;2 PET, a I�— FFIC UN RY BROOM 2 V \\ I I � ; I I \ BEDROOM 31 m I P 211 I --T--, -- -I UPPER FLOOR FLAN Designed- Checked.. � >< Date 2 ��= i^ Sheet of �TR1� -�ng-ineer�ng, "nc. ENGINEERING & PLANNING SERVICES Project Name: lz�LA O I lw j� No.: C C-oa I i KITCHEN - I n w GREAT RM. 1 III.1 3/4' ".0. cy, fP,X R _ 3 IMP I ISLCIPEM in WAII �-�IITIP I TT'S140 FITAI STORA DINING f < 2 va' 11 ENTRY 3Nas sz 3030R5 Euhrauh , ———— I � I P RGH I I — I 4 Y }} —_16010 '-0. LOWER FLOOR PLAN tpv C"ff � Designed TCG 6 Checked RIB Date Sheet of 1 �, JR7'� engineering. Tnc. ENGINEERING & PLANNING SERVICES Project Name: r,—z J LAr, \, W I W D /i P•!b*-WK7 / 74 2 �Oil 4e 3 D) ` 61 .I.-orbs_i PM6, 1 -oP+71, 1;�, z o wPW. U,a k Ulb V= IL►s1(t/7,4is )e -615�+ ( 15,ci>/,I)3 I � t,►MF- ut Z uz v = IS1 06 6 n ��� + f p.6 (44A -,����-)� fbb��2� y`3D d0 C4k. V-W I�m to I N `0 P�F �I> �11 x U3 ; �i / ti* Pbf: (615 f e �(44/5) = 2�1D"/' 1 =- I155 U3 ; U-mIN. = 10 W- (�11) 4/2 = q35 U2 / U-im�, z (23lb f uuC- mA X m 11-5 (15 x I') 4 1-15D = �W m r MK3 = ry fox o') + �Coo35 4 MD I�l2S 1 4r� 5 F15Mf!G Kn-. f, z 15 (fib '<-:�4 + 209qf) 4- TD AIS (1* A15) 4 6':DX-,�4� k �6W �') 30t4 ) ibk 4 1 + 511 + 4i-7 - VJT-VP = fin ( 4'Z) + 51"+ ''1 7 (AM = 56. 5 i4- Lmlz wA o D I�ai b , C F SM514AA 1 ], 01 b7 Vuppa �, ` D116 C56 �,K28l$ 010.10 (56 4� 1-0,6-7) = 1+0,D ;440 I C?D I � IPA l'� Tao D f{ I'7 0+ 660 Designed 3-Grr1 Checked rz Date `� �=� b Sheet_ 4 _of if JRh Er.�gin eerzng, ''nc. ENGINEERING & PLANNING SERVICES Project Name: �i - �� �t 'S No.: I_I►�� ups, �� ; v = � Oo C �� �1 - � �0 IrL U 3 �' 1 f 4 0,oT 2 i V 9'13DO '2,4bp# �oGo U - '1-4 0 0 1- ?404 - 3 6 P) 74a0 �f/f) tti1 i 2 qo0 �I�/��+ 12op = { �b3� < S 2 ,-pd -�00/'�,4 1 =z 7 f CON F-IJr1oN� FPAq-r1IN6 1,4AL.IN LDW- F-MG) OVKBTU NINE Iv ND7 CF�-111GAL �bT NOT 6-qT� 5,:5 415 � G71�U� f'Ir1�; u N�. U 2 t o0� IYOVS FtEM 5,UJ 5Pyws 9.3.3.5'i m,AX,y?•DW�tsfrsb �i� 7 Muv HT, sH�, - r, t �} 4c '"D = °�o;% �`' I Ca z 0�� I� _ �2�3 �t3� / < 4 Designed - Checked rl.i-� Date f Sheet S, of 1� cY-"7 ' L�'ngin Bering, mane. ENGINEERING & PLANNING SERVICES Project Name:-- PL/ ,0 I!eiO3 No.: PD-'n 1_I�J r-: rnA, , V �DNv� Flip iT, O-ar 6 17,. v 3600 T �6 o0/I �S� 2 133 Z- Qi6 = n b IT, I'rbi / 0 fJDT CAFE, U .4000 lr = 4-0LlD ss`�� Aso `/ 13 3b C UPurr i a O P/L = Sri g �`/ U P Ll i=,- = q a i (6,5) = s 16D 3 5 b� 5T�-,Dl 4 ^�-1a , , 0), PUT— cUt4iL /S-2 Designed_ T,G—r4 Checked Date_ '2,/J?*/jD Sheet of l .�; :�� �r _ _ ^� � - JR1'" .Erigineer�cng, Tnc. ENGINEERING & PLANNING SERVICES Project Name: PL.AW I OzO3 No.: ',D 0"LR V = 2 r7D C 4 /2� = %{pD !_ 2 (P>'L��(I1►�� dk 15> ._6K! 'L —2X 6 �LF#2. C2� 675��' (ti�1 (25-+I7)(Zb/2) + 'CD ('1D 45) �i- USA =4 SL) :::i ..�''61E 6S II74,c v II7G y' 1f74,5 2 uppmp- C -k- ?xl0�5-2iq<T, 4. 6''o t�-= con 4..10) YJ 6 7 (1 S/�� C+- h1 = 67 (141�) /b ` 17 q5 5 1165 ICI 5) 4,a Z S(>S7l,C!46� D, 43 L/acu - 61 FIT, �I -�►- S,P,aN � I S� G'�-� c� �u-'-F7 Ix H-f:42 C l v o rC t 571 6, �. e UUIV6 ; a G`lStbS�( p a�15/1 10clo, ,/—�---- '>> i'�1 � COgD �5>�/� = �!�D5 �� � ''�np �lil=��= v�4•b'�' --���' o1z 14Y f1 1-1Fri Designed JGI�°I Checked_ I Date '1 P Fb Sheet 7 of I �� :n � r � 7 r� � � � � T TT r �� �� JR77, Engin Merin ; ?22c. ENGINEERING & PLANNING SERVICES Project Name:_ l.r.`�-N y}q��, - No.:_ �/S L/3�q j ►-��ya �I VSM 5I/�x a.,-4-V4 61-5_ c , !` /gym, cUP,, UJ, w/uFur fcrj r- 7� Rw%DIw ;1..= ills 67 6S r�ofY Isis CD C 9P7 �t54t? ('�r� R V: FIT�t </, 13 arow :f6 6n�' l�ry8 w�r�.✓ Vr=�l*V v (6 V3 5?t,�� �� 5�'2 7'S 311(/P I ,>�, ►►' ��� C -IP ,� [C-5-1 +65� V G hls a 0 5 \ 2�fo �o,C, (A--�ll 7 71 rND5 - ., CAP,1 x- $-u4 ;?,.p> f 5"125 x {5 24 ft —V4• & ... 1 = 435pSi x5Q = rp04�/* 1 A Designed .`}" 16 Checked_ Date- Sheet i� of _ ., �i - cK"T' Engin Bering, -nc. ENGINEERING & PLANNING SERVICES Project Name: 1PL A-Q !Ql `?� No.: L I �� ► �I��� = 21$'�.��� -o�. 675Dr� � �/I S I/'L,< I II '2, A R c�/y�-�g�r � f� f' I/, /[�(�, P I` i7 iS/A�l. t .fsD fi - G't t 1"* L`. VIA�'v l:/ ' 1:D 1.r-!'' t0 t 4- 6 S (�5�-i5� 4/2 Dti�?D'w u 5 �j 4�` I ,o ( IG7�(I� IS� - 5750f Gf�k , pd12 644 '-�= =U = IDS 6 1b1-Z-) frl= IDS I�.. ('?,-5+ 15)2 4-6s ti �46*4 r � + A 6 Z 457 60 Designed T C ICI Checked M'Lf-P Date 2 o Sheet of �TRl^' Engineering, TnC. ENGINEERING & PLANNING SERVICES Project Name: �' N l�fj;'c No.: 10-b2� w;&-,[A, L� I �.r I �� GIs/�� �'►.��,� , tk� (--4 0 +10 IvO/�- -7-:0 M = 7,-',0 (,q-) `/t = 15 00 i4' L 024 i V 75 4 25 3g u�r--- 4 Ke� a Hr4, Z4 "(4 P,T ;d T P144-L- pA-U VtipEK-� 6m. �1', t_.,.4b Ip G op 4- 140)-+ 750 (sh) =� q575 PA,p 5129- ES-7S/10-� ` 4,-M 20 Flx 26 C4� W M' MIDI f6r r1' VJAIk ; + (Iblr i �/ 4- (15+15) + 65x'z 4- 0 o�CS/2..(1 � + �0D4 130 + 750 son Designed Checked R. Date Sheet t4` 1 of '( a �� [ '� �� .� J"R � Rngineerin,� � Inc. ENGINEERING gc PLANNING SERVICES Protect Name:_ No.: 117 O-Z�13 —_ - - E bi -- — — 12 1 — - -W- -�J i IVA710W -. N�T�S -ram , TKz &R E.�RI''t. 6 � _ 5701 m GT,4 CC fit► 14- 77 --------- - --- - -----�_ __: —--4 Designed J'G m checked_ R4-;! Dade Sheet l{ of J� � � ��` T - - BLD20110172 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of I BUILDING PERMIT PERMIT#: 8LD2011-0172 OWNER: Encore Homes, Inc. - Hoyer, Keith STATUS:APPLIED ADDRESS: 17921 82nd Place NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 10/4/2011 ` SCREENS: Select Screen... FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVI.. I DESCRIPTION JASSIGNE... DUE DATE I LAST (#) REQ?`DO... ASSIGN l REMOVE 1002 P-Engineering I LPETER... 10/18/2011 0 Y N Assign Remove 2000 C-Building I CYOUNG 10/18/2011 0 Y N Assign Remove 15oe FYZ ,� 01 http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits Permit/Permit Revie... 10/4/2011 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 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. ��10 RECEIVED OCT 0 0 3 2011 COA PERMIT CENTER 1 ly ni `7'_ RESIDENTIAL PERMIT � . SUBMITTAL i1N Department of Community Development City of Arlington • 238 N Olympic Ave. -Arlington,WA 98223 • Phone(360)403 3551 - FAX(360)403 3418 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all residential projects. 1. Building Plan Check Fee B. CODES The City of Arlington currently enforces the following: International Codes 1. 2009 International Building Code (IBC) 2. 2009 International Residential Code (IRC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24", or maximum 30"X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 I l 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. 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. lo. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14. Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum#4 rebar at top and minimum#4 rebar at bottom of footing. C. 0✓ FLOOR PLAN (Minimum V 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 :. .: 1 I RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 •FAX(360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ❑✓ ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 1. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34" to 38"from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑✓ STRUCTURAL NOTES 1. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ❑✓ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 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 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 7S� 1 1 777 !Tlfa 1 I Al 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 mplete submittal. Signature: Date: 9/26/11 Own Owner's Representative Company: Encore Homes, Inc. Phone: (360)659-1579 6 - - �-- - I :. \1 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 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: (B Residential Addition Residential Alteration Also Including: (ED Plumbing (ED Mechanical Project Address: I1 IZ 1 %2z -4' W Parcel I D#: 0104790000 t."T00 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 Hover Phone Number: (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com Address: same as owner City: State: Zip Code: Building Area(Sq Ft): tst Floor: 711 2nd Floor: 1172 3rd floor: Deck: Garage/Carport: 439 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)Rformation is correct and that the construction on, and the occupancy and the use of the above- described property will a inpecordancewith the laws, rules and regulation of the State of Washington. 9/26/11 RECEIVED Aporicants Signature Date Keith Hoyer O C J o 3 2011 Print Applicants Name COA PERMIT CENTIE FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received i i RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 Number of Plumbing Fixtures (including Rough Ins Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier Bar Sink X 1.0 = Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 1 X 1.5 = 3 Laundry Sink X 1.5 = Lavatory(Bathroom Sink) 3 X 1.0 = 3 Shower(Stand Alone)Each Head X 2.0 = Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 32 Units Traps(other than above items) Column Totals 14 Estimated Project Valuation Building Square Footage 1883 1st Floor 711 2nd Floor 1172 3rd Floor Basement Deck Garage 439 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) 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 i -accordance with the laws, rules and regulation of the State of Washington. 9/26/11 licants Signature Date 8 I �I. �L. ' 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: [D 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: M New Residential Q Addition/Alteration Project Description:New Single Family Residence Project Address: 0 i `) 9`j,( jam°�'� �l r �, � 1. Parcel lD#: 0104790000 �L00 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 Email: keith@encorehomesinc.com same as owner Address- City: State: Zip Code: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimming Pool ❑ Other Authorized Signature: Date: 9/26/11 For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other RECEIVED Inspection Required: YES ❑ NO ❑ OCT 0 sJ " '11 V.- IWC RESIDENTIAL PERMIT .Y 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. 2. Vicinity map. 3. 2oning 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. ^ q-- 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 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* ❑ Heating and Cooling design loads (WSEC Prescriptive Compliance Worksheet) www.energy.wsu.edu/Buildin_Efficiency/EnergyCode.asr)x ❑ 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. 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