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17904 81ST DR NE_BLD20110247_2026
�kAA BUILDING INSPECTION REPORT G1 .Y o� Permit No. G/ &9/2 �Y 7 Address: _ 17q 1 ?l s- NG1O Contractor: Owner: Date: /7 /L 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 124el_ B 4#2V Inspector: Date: AUnder-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation 0 Other: BUILDING INSPECTION REPORT Gt�r Y o� Permit No. Address: / 7 9D fi O S/O,< Contractor: iUG�i�C LtNG� Owner: �•�/G�2�° Date: a 312, 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 �^_/ 2 .` Inspector: \ 10 141Kla Date: 2, 3 L ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove Co Rough-in ® Final ® Masonry XDrainage ® Insulation ® Other: AA� BUILDING INSPECTION REPORT GtT Y a^ Permit No. �� DZ y Address: / S Contractor: 'yet tN G`t� 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 Dle � Inspector: Date: 1131 ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ®Drainage ® Insulation 0 Other: BUILDING INSPECTION REPORT G 'V Y O� Permit No._ I/' aZ y7 Address: `79� �lS� /✓� 7�l1nrc"c0 Contractor: Owner: Date: l Z6//Z APPROVAL PARTIAL APPROVAL e 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: 1 Z6 /z ® Under-floor ® Framing ® Gas Piping Footing Ell Drywall, nailing Ell Consultation ED 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: 17904 81ST DR NE,ARLINGTON Permit#:BLD20110247 Parcel#: 17904 Valuation:$0.00 ENCORE HOMES INC ENCORE HOMES INC ENCORE HOMES INC DB JOHNSON DB JOHNSON 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 3 Arlington,WA 98223 Lie#:soundvp0033nf Exp:6/13/2013 Lie#: Exp: SINGLE FAMILY RESIDENCE-2390 SQ.FT. PERMIT TYPE: Residential PERMIT GROUP: Single Family Residence New STORIES: 0 CONST TYPE: V-B DWELLING UNITS: 0 OCC GROUP: R-3 CODE: 2009 IRC OCC LOAD: n/a PERMIT APPROVA ' 1 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/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must rc reported on your sales tax return form and coded City of Arlington#3101. 14.. / I Z f 2/X I Signature rint Name Date ased By Date Aef ARCHIVE APPLICANT F—] ASSESSOR OTHER BLD20110247 CONDITIONS THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY.ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. • Per E.A. • Replace the brass fitting on the exiting tail piece. PERMIT FEES Date Ueseriptiou_ Fee Amount Paid Balance Due 12;12212011 Building Plan Check Fee(QTY: 1) $1,606.75 $0.00 $1,606.75 12/22/2011 Building Permit Fee(QTY: 1) $2,471.92 $0.00 $2,471.92 12/22/2011 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 12/22/2011 Plumbing Permit Fee $217.00 $0.00 $217.00 12/22/2011 Mechanical Permit Fee $65.00 $0.00 $65.00 Total Due: $4,365.17 $0.00 $4,365.17 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 BLD20110247 (PT-LIVE) - PermitTrax by B,t co Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20110247 f OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPLIED ADDRESS: 17904 81ST DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 12/9/2011 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... SINGLE FAMILY RESIDENCE NEW REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) [REQ?DO... ASSIGN REMOVE C 2000 C-Building I CYOUNG 12/16/2011 0 Y N Assign Remove 2008 C-Community Development I BFECHT 12/16/2011 0 Y N Assign Remove RECEIVED DEC 16 2011 E'HC ConsUltants, LLL http://coaweb2.arlington.local/PermitTrax/Module_Pennits/Permits_ Permit/Permit_Revie... 12/9/2011 r. 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& TestZ Calculated Standard' -CFMz Target .-Air Handler Present 06 X CFA<_ CFMzs <.:6:CFM25 per 100 sf of CFA Air Handler not Present 54 CFM25 per 100 sf of CFA .04X CFA5 CFM25 Posh Construction Test Method & Test2 Calculated Standard' CFMZ5 Target :Air Handler Present(TotafLeakage) ,Og X '104 CFA 5__-,IZ-4 FM25 5 8 CFM25 per 100 sf of CFA ..Air Handler Present(Leakage to Exterior) 06 X CFA 5 CFM25 56 CFIV12s per 100 sf of CFA 1. Test results must comply with one of the Standards options. 2. Test CFM25 must be equal to or less than the calculated target. Air Leakage testing Calculator (Slower Door Test) Tested Standard CFMS0 Calculated Test Result (( CFMSO X 0.055) _ (_CFA X 144))=SLA 0.00030 SLA it 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 Lest. 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 Duct Testing Code Language F503.10.3 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 jMechanical 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 ata pressure differential of 0.1 inches w.g.(25 Pascals)across the roughed-in system,including the j 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 f 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: I.Additions less than 750 square feet. 2. Once visual inspection has confirmed the presence of a gasket(see Section 502.4),operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. Specific Leakage Area(SLA)shall be calculated as follows: SLA = (CFM50 x 0.055)/(CFA x 144) Where: CFM50 = Blower door fan flow at 50 Pascal pressure difference CFA = Conditioned Floor Area of the housing unit During testing: Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed. Dampersshall 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. �� y w Q CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUILDING PERMIT Address:17904 81ST'DR NE,ARLINGTON Permit#:BLD20120032 Parcel#: 17904 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 keith@encorehomes.inc keith@encorehomes.inc Lic#:ENCORHI914NS Exp:8/10/2013 TLUMBING CONTRACTOR MECHANTCAL CONTRACTOR ENCORE HOMES,INC KEITH HOYER 1801 GROVE STREET,UNIT B MARYSVILLE,WA 98270 Lic#: Exp: Lic#: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: PERM IT APPROVA L I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18:27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED.IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington_#3101. i ature Print Name Date leased By Date ARCHIVE = APPLICANT u ASSESSOR OTHER �i � � � BLD20120032 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 verification of l energy credit at mechanical inspection. Plans reviewed per the prescriptive path. Duct test required at 144cfm. PERMIT FEES Date Description 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/PARKSIUTILITIES/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 i i BLD20120032 (PT-LIVE) - PeitTrax by Bitco Software Page 1 of 1 ..A. BUILDING PERMIT PERMIT#: BLD20120032 % OWNER: ENCORE HOMES, INC- HOYER, KEI... STATUS: APPLIED ea ADDRESS: 17904 81ST DR NE,ARLINGTON BALANCE: $0.00 .+� ISSUED: CREATED: 1/23/2012 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... _D MECHANICAL/SOLAR REVIEWS PRINT ADD NEW SUMMARY REVIE...I DESCRIPTION 1ASSIGNE...fDUEDATEJ LAST #) REQ?DO... ASSIGN IREMOVE 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 � 15�Az C aa tag/5 http://coaweb2.arlington.local/PermitTrax/Module_Permits/Permits_Pennit/Permit_Revie... 1/23/2012 RESIDENTIAL MECHANICAL PERMIT APPLICATION Department of Community Development City of Arlington a 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: r� S3 Project Address: 1 A �� ` �' V i E Parcel ID#: 0104790000_00 Lot#: 0'b Subdivision: Magnolia Meadows,Phase 1,Division 2 Project Description: New Single Family Residence Owner. Encore Homes,Inc. Phone Number: (360)659-1579 Address: City: Arington State: WA Zip Code: 98223 Contact Person:Keith Hoyer Phone Number: Cell Phone: Fax: (360)659-3394 E-mail: keith@encorehomesinc.com Address: City: State: Zip Code: Please List quantity of fixtures below: + FURNACE UP TO 100K BTU CLOTHES DRYER 3 GAS OUTLETS FURNACE OVER 100K FLOOR FURNACE US PENDED HTR/UNIT HTR BOILER UP TO 3 HP APPLIANCE REPAIR S LID-FUEL APPLIANCE BOILER UP TO 4-15 HP R HANDLING UP TO 1OK CFMCE REPLACE INSERT BOILER UP TO 16-30 HP CZ A HANDLING OVER 10K CFM ENTILATION SYSTEMHEAT PUMP NTILATION FANS OTHER + VENT HOOD MESTIC INCINERATOR ALL OTHER UNITS REESTANDING STOVE Contractor: Encore Homes.Inc. 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 w'll be in accordance with the laws, rules and regulation of the State of Washington. Applicants Signature Date Keith Hoyer Print Applicants Name RECEIVED FOR STAFF USE ONLY COA PEW CENTER Permit# Accepted By Amount Received Receipt# Date Received 2010 CJY i ,JDSPt? -=ivh� z3_ 234�� 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/BuildingEfficiency/EnerqvCode.asp 0✓ Appliance location and distribution details, including gas piping info Required Inspections/Tests: Q 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 handier 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. BBC Consultants, LLC Building Code and Construction Compliance Services JURISDICTION City of Arlington 20-Dec-11 AGENCY PROJECT # B&H # 006 ADDRESS: Magnolia Meadows, 17904 81st Dr NE lot 83 Use Type of Area $cost/sq.ft. Modifier Total Value of all Construction Construction Wor 1 R-3 VB 2,390 $102.91 1.00 $245,954.90 2 Garage VB 659 $38.65 1.00 $25,470.35 5 Porch/Decks VB 39 $38.65 1.00 $1,507.35 8 $75.90 0.40 $0.00 $2.60 1.00 $0.00 $0.00 TOTAL VALUATION $272,932.60 BUILDING PERMIT FEE $2,471.92 + 1 $2,471.92 Arlingt6on fee schedule PLAN REVIEW FEE 65% X $2,471.92 = $1,606.75 Arlington fee schedule BHC REVIEW FEE 707. X $1,606.75 1601 Fifth Avenue, Suite 500, Seattle WA, 98108 (206) 505-3400 FAX(206) 505-3406 www.bhcconsultants.com Brenda Fecht From: Reta Shepard Sent: Friday, December 09, 2011 2:12 PM To: Brenda Fecht Subject: RE: cross connections for ZON20110069-- BLD20110246 and ZON20110070--BLD20110247 Thanks Brenda From: Brenda Fecht Sent: Friday, December 09, 2011 2:10 PM To: Reta Shepard Subject: cross connections for ZON20110069-- BLD20110246 and ZON20110070--BLD20110247 Here is two Cross Connections for these two permits. We will have more next week. 8renda,Fecht City of Arlington Permit Center 238 N Olympic Arlington, WA 98223 360 403-3551 or 360 403-3431 Fax 360 403-3418 1 Permit Review Details Permit: ZON20110070 1002 Complete? Y 12/09/2011 MHAYES 15 No comment for this review. Y Total Time: 15 1014 Complete? Y 12/12/2011 LTAYLOR 5 No comments Y Total Time: 5 1016 Complete? Y 12/16/2011 LPETERSON 5 no comments Y Total Time: 5 1020 Complete? Y 12/09/2011 FRAPELYEA 5 No comments Y Total Time: 5 1026 Complete? Y 12/12/2011 RSHEPARD 0 TAX ID NUMBER IS INCORRECT Y Total Time: 0 1028 Complete? Y 1 211 2/2 0 1 1 EANDERSON 10 Replace the brass fitting on the tail peace. Y Total Time: 10 2000 Complete? Y 12/14/2011 BFECHT 0 plan review to be done by consultant per d.k.in cy's absense. Y Total Time: 0 2008 Complete? Y 12/09/2011 BFECHT 0 EMAILED RETA CROSS CONNECTS SEPARATELY FOR ZON20110069 AND N ZON20110070. 12/14/2011 BFECHT 60 Ok to review building plans. Building plan review will be done by consultant in Chris absense Y for this one.per d,k. Total Time: 60 2012 Complete? Y 1 210 9/2 01 1 BBLAKE 5 No critical area setbacks required Y Total Time: 5 2014 Complete? Y 12/12/2011 THALL 5 No issues Y Total Time: 5 Total Reviews: 11 Total Time: 110 12/20/2011 3:53:13 PM Page 1 of 1 i i z U N o N v o O Q � N z �D u c p C, U N 1 U 1-4 PH �--- b u o a z o W uW b H u ® H � � z z A zz 1-4 ® � w p�q � j O � Wp � w � cn c o Q W zu ® r4 �; b w P4 z u x � HH z wH w 00 � � v � �✓ O O ;-4 x ° > zo U ;� w N zw ° H RECEIV nD DEC 2 JRR Engineering, Inc. COA PERMIT CENTER 18609 76th Ave. W., Suite B 1"2-ol1 U y7 Lynnwood, WA 98037-4149 (425) 697-5108 Client: Encore Homes, Inc. Project Location: IVaries. Plan#2390 (0924...)2-Story 1801 Grove Street, Unit BJ Design calculations are for 85 mph (3-sec. gust)wind exposure B, Marysville, WA 98270 topographic factor, Kzt of 1.0 and 25 psf snow load. Do not use or ,(360) 659-1579 Ph. depend upon these calculations for more severe wind exposure 360)659-3394 Fax or snow loading. Scope: Lateral &Vertical Design C;ode: 2009 IBC 1 ASCE 7-05 L� Lat. Des. Parameters: SDC& Site Class., D; (SS): 1.25 Dead Loads: Roof&Ceiling load 15 psf Wind Exposure: B Floor load 10 psf Windspeed, V(m h): 85 Exterior wall load 8 psf(surface area) Live Loads: Floor Load (psf): 40 Interior wall load 10 psf(flcor area) Snow Load (psf): _ 25 Attic Lim. Sto. (psf): 20 _ Ass_u_med 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*IW*Ps30*KZt (Simplified Wlnd Load Method, Sec. 6.4, Eq. 6-1) Where: X, Adjustment Factor varies over height& exposure (Fig. 6-2) IW= 1 1 ,Wind Importance Factor(Table 6-1) 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" : 6 Root rise in 11° : 0 " Horizontal Pressures (Kzt not yet included) Horizontal Pressures (Kzt na yet included) A B C D A B C D Ps_30 14.4 _ 2.3 10.4 2.4 Ps30 11.5 -5.9 7.6 -3.5 0-15' PB 14.4 2.3 10.4 2.4 0-15' P8= 11.5 -5.9 7.6 -3.5 15'-20' F B 14.4 2.3 10.4 2.4 15'-20' P.= 11.5 -5.9 7.6 -3.5 20'-25' Po= 14.4 2.3 10.4 2.4 20'-25' P6= 11.5 -5.9 7.6 -3.5 25'-30' PS= 14.4 2.3 10.4 2.4 25'-30'Pe= 11.5 -5.9 7.6 -3.5 30'-35'P9= 15.1 2.4 10.9 2.5 30'-35' P,= 12.1 -6.2 8 -3.7 35'-40' Pa= 15.7 2.5 11.3 2.6 35'-40'Ps 12.5 ! -6.4 8.3 -3.8 Seismic Design: V= Cs*W _ (Equivalent Lateral Force Design per ASCE 7-05, Sec 12.8) T Fa= 1 (Table 11.4-1) Sps= Des. Spectral Resp. Accel. Parameters (Sec. 11.4.4 Sps= 0.833 (Eq. 11.4-3) D= Site Classification (Section 11.4.2) ''� K. - IE= 1 (Table 11.5-1) Fa& Fv = Site Coeff. (Table 11.4-1 &11.4-2r _ R= 6.5 (Table 12.2-1) V= Seismic Base Shear(Eq. 12.8-1) , Cs= IE*SpS/R (Eq. 12.8-2) W= Effective Seismic Weight(Sec. 12.7. y p-= Redundancy Factor[1.0 < p < 1.3] (Sec. 12.3.4.2) Therefore; V uk.= 0.128 0 S1'F=¢ 1po� � 10 2,714010 Prepared by: JCM J! 1zXPIRl±S i 1D�2$,� A�l Checked by: RKR Project Name: Plan 2390 (0924...) Project No.: 10-02Y 10/12/2010 Page 1 of 14- • r�' �. ,,_.'ti ' JRR .En�i.rieerfng, Inc. ENGINEERING & PLANNING SERVICES Project Name: OLAI� 2AD f d _ No.: tP�_d2Y s a 40► 4i f 2 rA- �. di Ova a • �, j.. r _• 1 w�.� I t�l. .� gam,- •_• = . Designed- tTGM Checked , Date Sheet 2 of1_ . J'RR .Engineer�.ng, Inc. ENGINEERING & PLANNING SERVICES Project Name! LfL 2 No.:_ Td-02`r M 'l•3� N1.1� d 44 U . MT CL I E �V Ll cd y� d k Designed -Tlf M Checked, R Date 1 Sheet of 14 _ �TRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: P LA W ILMI C DPI ,J No.:_ f —to H lot -W I WI, L o�►D S ; I, . . ub j �( ;� .II�5 I x,�8/,X7 •f� lgx� �- 2,a�.�c�/5.� = 1�}�� ` `�yia�r47 - = I' ip 40/2 "j"' 6 wil GIK� Y-WIND mW, v0N�- tb.� 14© 3644�: 2tipD 131D A 5 4 fl,& fckv J.� C.415 �7 °d� a~ ; u fi,S Ca?hx�� .t . l ¢ I/x�(�� :. ► s �z �a� . 3D ' ( zi�h,x.01), �- tQ�r !�h7(��� /��. 1� o TbD µ i vhM Designed :r6 M_ Checked Date f Sheet_!of�� JRR Engineer rig', Inc. ENGINEERING & PLANNING SERVICES Project Name.__PI._ l WO C L aM24 I L No.; tD-pI `i' U .. LA-rV-P L\ S al 5 N1 I C. ro/z Clio +40) 40) wax �: ^ l,5 f 40)a III-K4 Gf'k+-7i4 k 6M` 4 IL+, = 0601 J5 K 7:► lr, VMAIN ( 76k� too 5 p � rp350 a tA �-ATZO PR5, �1471 L A WO D V 36 00 (5'I6/t°i � f .675 V'= �- Designed SG Checked RK P, Date r4 I Sheet of f_ JRR Eiig eerig, Inc. ENGINEERING & PLANNING SERVICES Project Name:_[?L.,A 61 G(Z( Dg1.4, No.: .: . ,..._ .o���.�RNlt��... I s C�D�"..�P�•i'�i.4!rl.._ .�a;or°�:.Nar cgar, • � � �75 � � -� ', �q for: 'rA$"b�Db r� •. GbNV�N;71ANrgrl. P:ltN' .fLlN6.*,(PNV *6) D�Tt.rNAT'- C+4T ' 01T, GJ-I T . i•. L � U 3r AQ LBNU mJ»4 ' vs A-4 Cow,FM611 4 n 00 Un :muOWl L � 5gD ..�t,6� = �t444i�R�aI.T_..-` '�2F�O�Z 0 T, IrbT GF�rr, 0. 4Z77a Up,_ 8 5 All <l �7Q�r46 CbMM, = �0, (ti/ti�� r �b1D �hS�� �� �T6'L'l SR�AR�f,, '►SPU A3S F,a, tb 64t TDP PG► Designed I'GM Checked rd-KP. Date Q Sheet 6 of. f4 � JRR engineering, Iric. ENGINEERING & PLANNING SERVICES Project Name:__pj-r-,g ---)-�JD l oalA , 11) No.: ,, fy* . . . ID PWF� ��+ Cow.F:n& Orr, Not CA-t 110 vs / j YI 147 : : OQ LI '� � ` ..` ._ Use *00A4 u.*)* 45� f E�6N�nst !. -1 b*al0 . +b1*412-.,-r-fAT 2g2 C ' -4 r1136 5 ,' sr"Pb 4N StDI'N6 Na :CD Lnm Designed G M checked bate Sheet 7 of- fig} JRR Engineering, Inc. ENGINEERING & PLANNING SERVICES Project Name: lmo No.: -1/ 1ZTiG, L DES-� N P-of FRA' HI 6 'r C uy 196 01.�PR jf tYPI4a4 ' WN414 ►Q,. 1 M.- .5a (1-7) lib �7-4 5 GI �'-.103a wor4. 1 A r '1;X1'D D "Z ¢ f2� oEL, l.tioP-J !'� SMVNS-/ Mi wI�f 161fa�� sP�ci�� f4DP4, 0, DIN. Flom t44 t1a 17.A .610 2;)40 4 OP. w' (4o 14A. t 60 'V, ✓ R.=v x 6'6D: (b �) Designed GM Checked Roe R Date 1b !Lh�jQ Sheet of . JRR Eng.�irieer�ng, Inc. ENGINEERING & PLANNING SERVICES Project Name: p,gam 'L3�j� ( M24 .. I1 No.: to-rnY G�LIG MR,. 044M :A M)F 6W O FM/.+SIN 1146. Q-?�45 14 54. .1 t 8m, �sC,7►Dn1v,5 , = At,sw ,�r.;. .�. . $D ,.. . 3x10x1% zp ,4i.0 ." . ,.Dt:b 14 , . 6,� �I` . LI3Z$ 'j240 'LIF.-N 4 6L3- =120t1.5o l�'7h ?�.�- 5 6o 0� 5). W4�� POD V= '24 45 :m'-- 7M"l < i436, q 3%s41- 'l'4F 44 6t Designed Checked_ :4� Date Sheet _of�_ JRR Eng�rieerfng, Inc. ENGINEERING & PLANNING SERVICES Project Name: P6 74 7 q�,OA7-4 11 No.: I D-01%,11 /� �t7 �c. A 4 4!' 5q9 �ii 4OL 01 moo = �3 ►fib) '� 1 A �$5 Y2,46 6'I4 p, ► lame 5 14 X 1311; 2.4F-W "G�k. �i.X��. �F,r�2. ��'L�uoFLr ��,LLm�. �► �-15 : 1�d'.��25#-15�2 Y$0� Designed. tP _ Checked t.�. Date Sheet Sheet0 _of-- JRR Eng 22 eerfng, Inc. ENGINEERING & PLANNING SERVICES Project Name: No.: -n2`►� OW Tt. _ LIls OZAN04 1 = Or 4xID1 Z 14/1, 1.0(.14 enib(%1 1405, .I� z �=�6� ��� �� _� 1�'?4b <` 4'�1' •(1 r�5�= a B04 . 5 to q4q) ra I I 4t (Cte.))l /vA M q? (7,5) 4- [47 C PAD PrArx E--- 419Par (44kr .Pa�T- k dab UND f'r G!'!D'�►({Z�5�2� D Io '4�z� 11/`1� 075 , 96•PIT.Nf*'z A = .�A175 x �r /?ODD = 4,�075. ?C 2$ x2g �0 �#4 .,chagi. FEW,, Designed Checked R Date talwo_ Sheet I J of 14 J'RR Engrineerfn,K, Inc. ENGINEERING & PLANNING SERVICES Project Name: PL,4d -,4 ^jjAt) No.: to-OILY o4k. f iT P.4A UN.NIFt- STAIVPL"VSAW GPR.l w! 941M /too I' (4) #4 - fff 64 Wr-, 00- 4x04w*,L:pT IRS°'��67�� �-fir• m' 67`f 4Y5�2�� IN�� � 1bb7;��f� IL Gam► 4x to +ice , . :u -: wra f-' ofta� �1 �40 L2 43 I bk i4b • U�fiR 9�i(z bus. ffi4v oA" ,vow, C 4'-M,604-%6" Mlk-, -ff 41- 16 Ci 11.� 175 (Zlltjsx.116/2�. 06/rl) U-7 yips fly � � Designed Checked__ Date, 1) sheet—LI of___14 Stud Wall Design (ASD) (NDS 2005/2009 IBC) Iry 2x6 HF #2 @ 16" o.c. b = 1.5 Fb = 2387 k= 1.00 d = 5.5 E = 1300000 c' = 0_8 S = 7.56 Kce = 0_3 SL= 25 A = 8.25 Fc*= 1708 DL = 15 0.5fc= 28.8 0.5P fc= 42.1 P fb = 437 M* _ r 0.5fb = 219 0.5M* = 1653 Eave Height= 11 ft le = 132 in FcE = 677.1 psi Fc= 609.4 psi >fc OK Ww+ 0.5S (fc/F'c)^2+fb/(Fb(1-(fc/FcE))) = 0.19 < 1.0 OK 0.5WW+S (fc/F'c)"2+fb/(Fb(1-(fc/FcE))) = 0.10 < 1.0 OK Note: M*- Moment due to wind(windward only)must be multiplied by w= 1.3 per 1605.3.2 Where: Fb =Fb*C D*Cr*C F*C M (Cr= 1.35 in lieu of 1.15 per 2008 SDPWS Table 3.1.1.1) Fc*=Fc*C D*C F Values from NDS 2005 Table 4A (HF, E=1.3x10^6 & DF, E=1.6x10^6) Where (HF#2): Fb =Fb*CD*CeC F*C M Fb= 650 psi(1.6)*(1.35)*(1.3)*(1.0) = 2387 psi Fc*= 1300 psi(1.15)*(1.10)= 1645 psi Where (DF#2): Fb =Fb*C D*Cr*C F*C M Fb=900 psi(1.6)*(1.35)*(1.3)*(1.0) = 2527 psi Fc*= 1350 psi(1.15)*(1.10)= 1708 psi Designed by, JCM Checked by: RKR Project No.: 10-02Y 10/18/2010 Sheet 93 of if_ 1 � ' RTRl�. E,ngiszeering, rL .jc. ENGINEERING & PLANNING SERVICES project Name: P 1.�4� '?�3�{D �Q�q No.: A.5o I _ two I 1p -71 .-....._..-....e..�.. _ �.. ♦v..we�rww rr•ww. .w..w.+...1....•..�.wvw..rwr�w...�..._, ,.«�:...i..-' ...._�.». t _'.a'r •. T. _..-._ _y._ - _v x.._ r ...�•_,,,•w..,,,.n.....r...,..._.+w....,:. v..... .•Kw ,. ,Sl,owl '.n�..,.L..._.;.•_.........,. ,.' her s '��►'I�I'�'� r R�D� ' f. .. ,_,.� .. -: .. � ... ... .>m...•:y...�.... .,.....,.•,.. ...w.�.r..wGr..• ..,...�.« nr.w.. ..w.. . w,;..�n d....ntr.ar •.e. .i.v•.a r.:.......... . Designed 1G Checked Date_(Q a Sheet 14 w ��ca��� RESIDENTIAL PERMIT SUBMITTAL DEC 16 2011 Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FA' MgLMtalltS LLC 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 (B Mechanical (� Project Address: 1 4 z/ vI D.' Iy,6 Parcel I D#: 0104790000 a 3 00 Lot#: Y3 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)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com Address: same as owner City: State: Zip Code: Building Area(Sq Ft): 1•t Floor: 1331 2"'Floor: 1059 3`d floor: Deck: k,3 Garage/Carport: irnS Cl Basement: Project Valuation: Contractor: Encore Homes,Inc Phone Number: (360)659-1579 Address: 1801 Grove St.Unit B City.. State: Zip Code:Marysville WA 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 a ove information is correct and that the construction on, and the occupancy and the use of the above- described prope will b n accordance with the laws, rules and regulation of the State of Washington. 9/26/11 pplicants Signature Date Keith Hoyer Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received OFfict CON i l 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 Plumbing Fixtures Accessory Main Unit#Total Fixture Total Number Fixtures X Dwelling Unit Residence Units Multiplier Bar Sink X 1.0 = Bathtub or Combination Bath/Shower 2 X 4.0 = 8 Clotheswasher 1 X 4.0 = 4 Dishwasher 1 X 1.5 = 1.5 Hose Bibb 2 X 2.5 = 5 Kitchen Sink 1 X 1.5 = 3 Laundry Sink X 1.5 = Lavatory(Bathroom Sink) 4 X 1.0 = 4 Shower(Stand Alone)Each Head 1 X 2.0 = 2 Water Closet(Toilet) 3 X 2.5 = 7.5 Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater 1 Other Total Fixture 35 Units Traps(other than above items) Column Totals 16 Estimated Project Valuation Building Square Footage 2390 1't Floor 1331 2n4 Floor 1059 3`d Floor Basement Deck Garage 429/659 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: 80 feet. C. Difference in elevation between meter and highest fixture: 12' feet above meter or feet below meter. D. Pressure in street main: psi. (Measure with gauge or check with Water Department) I hereby certify that tfie above information is correct and that the construction on, and the occupancy and the use of the above- described property ill be in accordance with the laws, rules and regulation of the State of Washington. 9/26/11 Applicants Signature Date 8 i ' RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 - FAX(360)403 3418 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 l 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 Own /Owner's Representative Company: Phone: (360)659-1579 6 72.48' � c— Crc -U D � Cn tog (D - k cl) 2 25 - � N 0 OD . . C) »' � � �• ci, -4 00 o D 2 CC) ? 3 m IV rn cn cc? m .. n °� O m ^ o o Q c° JV w _ coc�n o 3 —n Cam? v n 3 cn 00 (D o —a 40' J N v - o o p 2390 -1 00 (CD W 2 Car p cn w N c - O 2 r' Garage (D (D 40' cn 13'8" CD m 18'5.7CD Parking D" CL D \ --� -Pace d .5 V a' N - - n,o 0 w 72.48' can zx0m > r' w -40 0 -Dh W v — z � 0m 4 or4l ('D0CD . . . . C ° moo co ku pw (D c -1 m :3 Wo (D rn a, C� (D < (n � r* n w 3 = = o N ° o � � cn3 • o c m n y � Q C Q' Q' O (D per ,n P5, rt n (a r+ � n N (D !� v = 0 cn (D (D Q O O (D ° m ° ° c °0 a- rn CD o o 'a ° CD ohm A m � rtQ0 CD � z O rn v (D o am o) Q �U rt e o � -,� o m ooD \ m@o 3 m o ' � n < �. Q (D (D m C N (fl Al a. s o Z o m Z =. _ m ® N cn O � � -- �- <.'! :ii ■ � � i r r ■, - • ., RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: p Single-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies(WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist,the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: 0 New Residential ®Addition/Alteration Project Description: New Single Family Residence Project Address: L )q D q �(' �► �L' Parcel lD#: 0104790000- .- 00 Owner: Encore Homes, Inc. Phone Number. (360)659-1579 Address: 1801 Grove St. Unit B City: Marysville State: WA Zip Code: 98270 Contact Person: Keith Hoyer Phone Number. (360)659-1579 Cell Phone: (425)220-5223 Fax: (360)659-3394 E-mail: keith@encorehomesinc.com same as owner Address: City: State: Zip Code: Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond/Fountain ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimming Pool ❑ Other Authorized Signature: Date: 9/26/11 For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Inspection Required: YES ❑ NO ❑ Z6t� Za) 1 6 0 7� 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) _a 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 (I RC) 3. 2009 International Mechanical Code (IMC) 4. 2009 International Fuel Gas Code (IFGC) 5. 2009 International Fire Code (IFC) 6. 2009 Uniform Plumbing Code (UPC) 7. 2009 International Property Maintenance Code (IPMC) 8. 2003 Accessible & Usable Buildings and Facilities (ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56 & 51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards, Administration, and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. D. PLANS AND DRAWINGS Submit two (2) complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18'X 24", or maximum 30"X 42" paper. All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line, or other professional media. Plans will not be accepted that are marked preliminary or not for construction, that 2 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington•238 N Olympic Ave. •Arlington,WA 98223 • Phone(360)403 3551 • FAX(360)403 3418 have red lines, cut and paste details or those that have been altered after the design professional has signed the plans. Please Note: A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. ❑✓ SITE PLAN — REQUIRED WITH ALL SUBMITTALS 1 Two (2)complete sets of plans on 8.5"X 11" paper which reflect all of the information noted in the Site Improvement and Drainage Plan Requirements for Residential Construction. B. P/1 FOUNDATION PLAN (Minimum '/41' Scale) 1 Show north direction 2. Indicate front street (and side street if corner lot). 3 show the location and dimension to all property lines. 4 Show the location for existing and/or proposed easements 5 Provide the scale for the drawing. 6 Show outline of foundation with section cuts and dimensions; include maximum wall heights and all connections. 7 Provide the location and size of all beams, posts, interior footings and thickened footings within slabs with their dimensions and connections. 8. Provide detail of step down foundation and footings with required reinforcing steel. 9. Show spacing of anchor bolts, location, and type of hold down fasteners to the foundation. 1o. Retaining walls. 11. Show the location and size of all crawl space vents and the crawl space access with size and location. 12. Show footing depth below grade and show the clearance between grade and sill plate. 13. Show the floor joist size, spacing, direction, support, connections and blocking. 14. Show all floor insulation. 15. Label any space within the foundation (i.e. basement, garage,storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum#4 rebar at top and minimum#4 rebar at bottom of footing. C. F7 FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support,connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4. Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 3 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 Note! The 2009 International Residential Code requires smoke detectors at each level of the home and in all rooms that can be used for sleeping. All smoke alarms shall be listed and installed in accordance with the IRC and provisions of NFPA72. D. ARCHITECTURAL CROSS SECTIONS & DETAILS (Minimum '/4" Scale) 1. Show a typical roof section with all materials labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections 2. Show a typical foundation and floor section with all material labeled; indicate size and spacing of all members; include all dimensions, venting, insulation and connections. 3. Show a typical wall section with all materials labeled; indicate size and spacing of all members and insulation values. 4. Show all connection details, including post-beam, post-footing, collar tie, etc. 5. Provide the dimensions for all stairs, with details showing rise, run, headroom and handrails per Section R311 of 2006 International Residential Code. Guards require intermediate rails to be less than 4" apart; handrails are to be 34"to 38"from nose of the tread and to be returned. Show any fire blocking, landing sizes. Specify one-hour fire resistive construction for any usable space under the stairs. 6. Show a section detail for any fireplace, including the hearth and hearth extension. Include dimensions, materials, clearance from combustibles, height above roof, reinforcing, seismic anchorage and foundation details. E. ❑✓ STRUCTURAL NOTES t. Specify all design load values, including dead, live snow, wind, lateral retaining wall pressures and soil bearing values. 2. Specify minimum design concrete strength, concrete sack mix and reinforcing bar grade. 3. Specify the grade and species of all framing lumber. 4. Specify the combination symbol (strength) of all GLU-LAM beams. 5. Specify all metal connectors, including joist hangers, clips, post caps, post bases, etc. 6. Provide details showing the complete load path transfer at roof perimeter, interior shear walls, cantilevered floors, off-set shear walls and ceiling diaphragm to shear walls (if used). 7. Provide a shear wall schedule noting nail spacing, blocking, bolts, top and bottom plat nailing. 8. Locate all hold down straps on the drawings. F. ✓❑ STRUCTURAL CALCULATIONS 1. Provide two (2) sets of structural calculations if prepared by an engineer or architect registered with the State of Washington. (Not required if using Prescriptive Design Approach from the IRC/IBC.) G. ❑✓ ELEVATIONS 1. Show elevations views of each side of the structure; provide finished floor level for each floor. 2. Show existing and proposed grades. 3. Show the maximum building height. 4. Show the maximum site slope. 5. Show all roof overhangs and any chimney clearances from the roof. 4 RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223• Phone(360) 403 3551 • FAX(360)403 3418 6. Indicate the pitch of the roof. H. ❑✓ DOORS &WINDOWS 1. Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. I. ❑✓ WASHINGTON STATE ENERGY CODE 1. Provide one (1) copy of the WSEC &VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 ZON201 10070 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 DEVLPMNT REVIEW COMMITTEE PERMIT#: ZON20110070 OWNER: ENCORE HOMES INC-JOHNSON, DB STATUS:APPLIED ` ADDRESS: 17904 81 ST DR NE,ARLINGTON BALANCE: $0.00 ISSUED: CREATED: 12/7/2011 SCREENS: Select Screen... FUNCTIONS: Select Permit Function... - BLD REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?DO... ASSIGN REMOVE 1002 P-Engineering I MHAYES 12/12/2011 0 Y N Assign Remove 1014 P-Public Works I LTAYLOR 12/12/2011 0 Y N Assign Remove 1016 P-Public Works II LPETER... 12/12/2011 0 Y N Assign Remove 1020 P-Sewer FRAPEL... 12/13/2011 0 Y N Assign Remove 1026 P-Utilities Fees RSHEPA... 12/12/2011 0 Y N Assign Remove 1028 P-Water EANDER... 12/13/2011 0 Y N Assign Remove 2000 C-Building I CYOUNG 12/12/2011 0 Y N Assign Remove 2008 C-Community Development I BFECHT 12/12/20*11 0 Y N Assign Remove 1 2012 C-Natural Resources BBLAKE 12/12/2011 0 Y N Assign Remove 2014 C-Planning I THALL 12/12/2011 0 Y N Assign Remove S. http://coaweb2.arlington.local/PennitTrax/Module_Permits/Permits Permit/Permit Revie... 12/9/2011 4 P 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 % / ' r llq Uq Y(54"02 /�� 164-761'oo6a3ct'� Address: 1801 Grove St.Unit l3 Plat: Magnolia Meadows Division 1,Phase 2 Owner/Applicant: Encore Homes, Inc. Signature: _ i�z if 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: ✓a a. Single-family dwelling [a b. Duplex ✓❑ c.Addition ✓k d.Accessory structure 2. Proposed Dimensions: W) L) H) <35' Total SF) 3. Allowed Lot Coverage: Total Lot Size SF x 35% = SF 4. Actual Lot Coverage: (SF of all structures) - (lot size) _ % (This square footage should include the footprint area of all structures on the property including: house, garages,sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? If so please provide Snohomish County Health Department approval and indicate on site plan. 6. How many trees greater than 12" diameter to be removed? 0 If any please indicate on site plan. 7. 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