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Home My WebLink About20701 Anna Ln_BLD20110055_2025 BUILDING INSPECTION REPORT CA Y o� Permit No. /I- DOSS Address: a0701 AVAIX ��l�rvclo Contractor: Owner: Date: _ _7 2 7_� 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 360435-0674 FOR RE-INSPECTION by 5:00 pm the day before z' E � 1 a !-v /.lisuGCff6LO ` Inspector: Date: Zl ® 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 G1T v �� Permit No. Address: �.QtING'0 Contractor: Owner: Date: _ 7 201 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 ,5i t1 ? r </ 49 vE.0 1*end (Ci016 l n D.D�✓l/ �i�f�.JdS- /�L-��l�tt c��7 ��'Xt�`�er�d� 7� /,e) Inspector: a Date: 7 26 ® 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: AM BUILDING INSPECTION REPORT G1.Y p� Permit No. — D Address: & Contractor: Owner: S Date: .>f Z3 65KAPPROVAL ® 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 zt/,"e d Inspector: Date: .5- 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 afY QCo. " Permit No.Address:Contractor:9G Owner: _5274 ,,,ey' Date: � 111 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: V. e, Date: z fz/ ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing G Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: N"f\ BUILDING INSPECTION REPORT G'�IY �� Permit No. Address: _QV ub �ra Contractor: Owner: Date: _ (:�Aahi APPROVAL PARTIAL APPROVAL ® VIOLATION Q; 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: O Date: 22 ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage Xnsulation EllOther: BUILDING INSPECTION REPORT G�z v o� Permit No. Address: ad 7a/ *AA,1,,4 ZAtA,,15 �G�o Contractor: /!'IIA-e / Owner: Date: 6171/ APPROVAL PARTIAL APPROVAL CV 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: /7 // ® Under-floor �raniing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation IT Foundation ®Shear Nailing ® Groundwork ® Mechanical ®Grid ® Struct. Slab ® Wood Stove ® Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: 41� BUILDING INSPECTION REPORT GiT Y v�. Permit No. Address: o2Q701 "X/y,¢ Contractor: 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 360-43"674 FOR RE-INSPECTION by 5:00 pm the day before x/Q �l r �A1i /� coo - .ylce' je��/ Inspector: ` ou.4 Date: 4 / // ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation ®Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove XRough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: BUILDING INSPECTION REPORT i Y Permit No._,� n O�5 5 Address: N(Y1L Contractor: Owner: Date: J, 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 h Inspector: w �, Date: ® Under-floor ® Framing ® Gas Piping ® Footing ® Drywall, nailing ® Consultation ® Foundation Shear Nailing ® Groundwork ® Mechanical ® Grid ® Struct. Slab ® Wood Stove a Rough-in ® Final ® Masonry ® Drainage ® Insulation ® Other: H H > o z L v > > ° rt O 00 fD y o W o zz Po d H r z � C� -- x x � z It n z zIt d > Z 0 U � r � z z a d z .� p Or � O r0 z d ° d � `� It r)M . � o � o � o � o n r � � N 6, O O CL o cn z CREScheck Software Version 4.3.1 NJ( Compliance Certificate Energy Code: 2009 IECC Location: Arlington,Washington Construction Type: Single Family Project Type: Addition/Alteration Heating Degree Days: 5311 Climate Zone: 4 Construction Site: Owner/Agent: Designer/Contractor: Compliance:8.3%Better Than Code Maximum UA:109 Your UA:100 The%Better or Worse Than Code index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum-code home. AssemblyGross Cavity Cont. Glazing UA or or D•• Perimeter U-Factor Ceiling 1:Flat Ceiling or Scissor Truss 560 0.0 38.0 14 Wall 1:Wood Frame, 16"D.C. 160 21.0 0.0 8 Door 1:Glass 20 0.350 7 Wall 2:Wood Frame, 16"o.c. 160 21.0 0.0 7 Door 2:Glass 34 0.200 7 Wall 3:Wood Frame, 16"o.c. 252 21.0 0.0 13 Window 1:Vinyl Frame:Double Pane with Low-E 30 0.320 10 Wall 4:Wood Frame, 16"D.C. 252 21.0 0.0 13 Window 2:Vinyl Frame:Double Pane with Low-E 18 0.320 6 Floor 1:All-Wood Joist/Truss:Over Unconditioned Space 448 30.0 0.0 15 Compliance Statement: The proposed building design described here is consistent with the building plans,specifications,and other calculations submitted with the permit application.The proposed building has been designed to meet the 2009 IECC requirements in REScheck Version 4.3.1 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. Name-Title Signature Date Project Title: Report date: 06/02/11 Data filename: Untitled.rck Page 1 of 1 CITY OF ARLING-re)N, WASHINGTON --- BUILDINf- ,DEPARTMENT No building construction shall be commenced until permit holder INSPE'TION RECORD SHALL or his agent has posted this Inspection Record Card in a REMAIN AT JOB SITE conspicuous place on the premises. OWNER: /?J�//s NTRACTOR: i / JOB ADDRESS: o2,o 7o /I t x 4 I-1v OWNER ADDRESS: USE of BUILDING: SFR PLAT NAME: Description of Work: / LOT# S _ PERMIT No: — 'oU,SS Sprinklered: Nv V CONDITIONS: Y.- 15 DATE ISSUED: TYPE GROUP DEPARTMENT INSPECTION DATE DATE PASS FAIL INITIALS FOOTING /Ai/O.'i`� ✓ ) BUILDING FOUNDATION (360)435-0674 UNDERFLOOR S �' Press#1 SHEARWALL PL-�,tA48NdC-{§cevtteiv�rlc) G AS ork) ROUGH PLUMBING n, ROUGH GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSULATIONvmnTicrl. ) ROOF DRAINAGE PUBLIC WORKS MARC HAYES (360)435-0674 Press#2 STORM INFILTRATION GRADING CURB GUTTER&SIDEWALK LANDSCAPE UTILITIES EARL, FRED,GARY,JASON (360)435-0674 Sewer Press#3 SIDE SEWER Sewer Press#3 SEWER CLEANOUT/FINAL Water press#4 WATER SERVICE INSPECTION WATER SERVICE FINAL I (360)435-0674 FINAL INSPECTION f ' Press#1 All sections must be signed off prior to final inspection COMMENTS: CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 BUILDING PERMIT Address:20701 ANNA LN,ARLINGTON Permit#:BLD20110055 Parcel#: 00893800001200 Valuation: $0.00 OWNER APPLICANT CONTRACTOR TRAVIS STEWART NIXON CONSTRUCTION NIXON CONSTRUCTION TRAVIS STEWART KEVIN NIXON KEVIN NIXON 20701 ANNA LANE PO BOX 1037 PO BOX 1037 ARLINGTON,WA 98223 GRANITE FALLS,WA 98252 GRANITE FALLS,WA 98252 Lic#:NIXONCL97OPG Exp: 10/7/2011 PLUMBING CONTRACTOR MECHANICAL CONTRACTOR PORT GARNER PLUMBING MARK DANCE PO BOX 12164 EVERETT,WA 98205 Lic#:PORTGGP94IK4 Exp:5/15/201 1 Lic#: Exp: JOB DESCRU MON 448 SQ FT ADDITION WITH 224 SQ FT BREEZEWAY PERMIT TYPE: Residential PERMIT GROUP: Addition STORIES: 1 CONST TYPE: V-B DWELLING UNITS: 1 OCC GROUP: CODE: R-3 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/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 tbnn and coded City of Arlington#3101. Sig ature Print Name Dale Fffleased By Date ARCHIVE APPLICANT ASSESSOR OTHER BLD20110055 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 • None PERMIT FEES Date Description Fee A►nouot Paid Balance Due 4/28/2011 Plumbing Permit Fee $109.00 $0.00 $109.00 4/28/2011 Building Permit Fee(QTY: 1) $845.98 $0.00 $845.98 4/28/2011 Building Plan Check Fee(QTY: 1) $549.89 $0.00 $549.89 4/28/2011 State Building Code Surcharge(QTY: 1) $4.50 $0.00 $4.50 Total Due: $1,509.37 $0.00 $1,509.37 CALL FOR INSPECTION'S 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 CITY OF ARLINGTON 238 N. OLYMPIC AVE.-ARLINGTON,WA. 98223 PHONE: (360)403-3421 PERMIT FEES/RECEIPT DATE: Thursday,May 05, 2011 PERMIT#: BLD20110055 PROJECT ADDRESS: 20701 ANNA LN,ARLINGTON LOCATION: OWNER: TRAVIS STEWART TRAVIS STEWART 20701 ANNA LANE ARLINGTON,WA 98223 (253)334-3332 EXT: FEE SUMMARY* Date Description Fee Amount Paid Balance Due 4/28/2011 Plumbing Permit Fee $109.00 ($109.00) $0.00 4/28/2011 Building Permit Fee(QTY: 1) $845.98 ($845.98) $0.00 4/28/2011 Building Plan Check Fee(QTY: 1) $549.89 ($549.89) $0.00 4/28/2011 State Building Code Surcharge(QTY: 1) $4.50 ($4.50) $0.00 Total Due; $1,509.37 ($1,509.37) $0.00 *FEES ARE ESTIMATED BASED ONINFORMATION PRO h1DED AT SUBMITTAL-SUBJECT TO CHANGE PAYNI ENT TRANSACTIONS: Date Receipt# Method/Payee Paid 5/5/2011 RECO02040 Check 1192/KEVIN NIXON ($1,509.37) Building Permit Fee ($845.98) Plumbing Permit Fee ($109.00) Building Plan Check Fee ($549.89) State Building Code Surcharge ($4.50) V N � m � W � 6 O�1' �• II 6 r Iiy Y i, M O J I 1 � I 0.. t Ct- U Ln !~ ti 0 �N U ! �,H �zCIOrn Upysr tic rL t� t z � Q' UL o �. 1 0.)c o m j U m 2 aq 2 �o ova . a - o Arny Rusko From: James Kelly Sent: Thursday, May 05, 2011 7:49 AM To: Eric Scott Cc: David Kuhl; Sonya Blacker; Amy Rusko; Reta Shepard; Christopher Young; Launa Peterson Subject: RE: Travis Stewart Residence Addition (ZON20110005/BLD20110055) I discussed with Reta this morning about this issues, our observations are: 1. Water Et Sewer - In this case, water and sewer service are provided to a residential lot for single family residential use. As long as the building is a SFR and conforms to the Building Official's classification of a SFR, then it is compliant with our residential water use policies. If installing an addition on to the house keeps it as a SFR, so be it. If they expand to make a duplex or apartment complex, then this would probably trigger a land use or reclassification other than SFR by the Building Official - at this time additional water and sewer charges may apply. 2. Traffic mitigation follows the same reasoning as above, as long as the house remains classified as a SFR - it will not incur any mitigation charges. Reclassification by land use or by the Building Official will require reevaluation of the traffic mitigation units. Jim From: Eric Scott Sent: Wednesday, May 04, 2011 4:26 PM To: Reta Shepard; James Kelly Cc: David Kuhl; Sonya Blacker; Amy Rusko Subject: Travis Stewart Residence Addition (ZON20110005/BLD20110055) The Stewarts would like to build a 448 sf addition to their house, connected to the main structure by an enclosed hallway. The addition has a separate kitchen, bedroom, and bathroom. It also has a sliding glass door leading to a patio, but primary access is through the main house. The issue is whether to charge them an extra ERU for water/sewer along with another TMU for the accessory dwelling unit. I have heard a lot of opinions on this topic and there are great arguments both ways, however, I think it comes down to this. Both the main house and the accessory dwelling unit are considered one single family home by the building code;this is due to the shared hallway. For this particular instance since it is still a single SFH, I don't believe we can charge an extra ERU for water/sewer and no additional TMU. The utility connection pamphlet in the permit center also states a single SFH will be one ERU. I will proceed with the no additional ERU and TMU option unless you want to discuss the issue further. Eric Eric J. Scott, PE Senior Civil Engineer City of Arlington 238 N.Olympic Ave. Arlington,WA 98223 Dir: 360-403-3512 1 Fax: 360-435-3447 EScott@artinatonwa.aov 2 BLD20110055 (PT-LIVE) - PermitTrax by Bitco Software Page 1 of 1 BUILDING PERMIT PERMIT#: BLD20110055 OWNER: TRAVIS STEWART-STEWART,TRA... STATUS:APPLIED ADDRESS: 20701 ANNA LN, ARLINGTON BALANCE: $0.00 ISSUED: CREATED:4/26/2011 ti SCREENS: Select Screen.. FUNCTIONS: Select Permit Function... {.► ADDITION REVIEWS PRINT ADD NEW SUMMARY REVI.. DESCRIPTION ASSIGNE... DUE DATE LAST (#) REQ?ID0._I ASSIGN I REMOVE 2000 C-Building I CYOUNG 5/3/2011 0 Y N Assign Remove 2008 C-Community Development I ARUSKO 5/3/2011 0 Y N Assign Remove y -�v http://coaweb2.arlington.local/PermitTrax/Module---Permits/Permits Permit/Permit Revie... 4/26/2011 Permit Review Details Permit: ZON20110005 1002 Complete? Y 03/15/2011 ESCOTT 10 Site plan needs to show how roof drainge will be routed to the existing storm drain system in Y the development. 05/03/2011 ARUSKO 0 Please review revised site plan N 05/03/2011 ESCOTT 10 Downspouts shall be tied into an infiltration sytem per City of Arlington Detail SD-140. Y If this structure will be a self contained unit where is has a separate kitchen,bathroom,and entrance,then traffic mitigation fees will need to be assessed in accordance with AMC 20.90.040. 1 TM will be assesed on the new structure Total Time: 20 1014 Complete? Y 03/14/2011 LTAYLOR 5 No comments Y 05/03/2011 ARUSKO 0 Please review revised site plan N 05/03/2011 LTAYLOR 5 No comments Y Total Time: 10 1020 Complete? N 03/17/2011 FRAPELYEA 15 No comments. Y 05/03/2011 ARUSKO 0 Please review revised site plan N Total Time: 15 1026 Complete? Y 03/16/2011 RSHEPARD 15 Project will generate one new ERU. Y If connecting to existing water sewer the fees will be$12,880.00 If having a separate service the estimated fees will be$13,600.00. There may also be road& shoulder restoration fees involved if having a separate service. 05/03/2011 ARUSKO 0 Please review revised site plan N 05/03/2011 RSHEPARD 0 Having reviewed the revised site plan and building permit I have sent the applicant a letter Y regarding the additional water and sewer fees(per Mr Kelly). A copy is attached to this review. Total Time: 15 1028 Complete? Y 03/16/2011 EANDERSON 30 No comments Y 05/03/2011 ARUSKO 0 Please review revised site plan N 05/03/2011 EANDERSON 30 No comments Y Total Time: 60 2000 Complete? N 03/14/2011 CYOUNG 30 The proposal does not qualify as an accessory structure. It is considered a single-family Y dwelling and must constructed to comply with the 2009 IRC. 05/03/2011 ARUSKO 0 Please review revised site plan N Total Time: 30 2006 Complete? N 03/22/2011 SBLACKER 0 Time's up, Eric will require drainage. See Eric's comment. Y 05/03/2011 ARUSKO 0 Please review revised site plan N Total Time: 0 2008 Complete? N 03/22/2011 SBLACKER 0 03.22.2011 Sonya talked w/Kevin and let him know the proposal looks feasible. She gave N him the water/sewer hook-up estimates over the phone. He questioned having to hook up separately and Sonya referred him to Utilities to verify what will be required. 03/22/2011 SBLACKER 60 Y 05/03/2011 ARUSKO 0 Please review revised site plan N Total Time: 60 2010 Complete? N Total Time: 0 5/4/2011 1:08:30 PM Page 1 of 2 2012 Complete? Y 03/16/2011 BBLAKE 5 No comment Y 05/03/2011 ARUSKO 0 Please review revised site plan N 05/03/2011 BBLAKE 5 There are no critical area issues. I don't think there are any significant trees,but would need Y to be mitigated if there are. thanks Total Time: 10 2014 Complete? Y 03/14/2011 THALL 10 The proposed unit complies ADU size threshold. Per AMC 20.44.042,an ADU may not Y comprise more than 25%of the GFA of the primary residence. Existing house=2,068sf. Proposed unit may not exceed 517sf. 05/03/2011 ARUSKO 0 Please review revised site plan N 05/03/2011 THALL 5 Revised site plan complies with density&dimensional stds,as well as ADU size threshold. Y No further comments. Total Time: 15 Total Reviews: 28 Total Time: 235 5/4/2011 1:08:30 PM Page 2 of 2 Cite of Arlington Public 'Works Administration • LVater - Sewer • Storna May 2,2011 Travis Stewart 20701 Anna Lane Arlington, WA 98223 RE: Additional Water/Sewer connection fees for residential addition to the existing Single Family Residence located at 20701 Anna Lane Arlington WA Dear Travis, This letter is to let you know that we have reviewed your building permit for a residential addition to the existing single family residence located on the property at the above address. The residential addition that will be separated by a breezeway from the existing single family residence will be required to pay a minimum of one basic charge to connect to the existing water/sewer on the property Per the Arlington Municipal Code 13.12.240 and 13.12.250(please see attached). The basic charge for water is$4,300.00 and the basic charge for sewer is $8,400.00 for a total of$12,700.00. There will be no additional charge for water meter installation since my understanding is that the units will be sharing the existing water meter. Once the building permit is issued the water/sewer fees can be paid and paperwork signed here at the Utilities office at 154 W Cox St between the hours of 7.30 A.M. and 3:30 P.M.Monday through Friday. ou should have any questions please do not hesitate to call me. c - l Recta. heard.Utilities Specialist Utilities Division 360.403.3524 Cc file,Kevin Nixon 154 V CoxAuentre I Alington, TPA 98223 Phone:360.403.3526 Fax:360.435.7944 13.12.230 Connection charges--Surcharge for customers outside city limits._ In addition to the foregoing rates and charges, the city shall charge at the time of connection for each residential unit or equivalent residential unit connected to the water or sewer system the charges set forth in Sections 13.12.220 and 13.12.230; provided, however, that for customers to be served outside of the city limits of the city of Arlington, the connection charges set forth in Sections 13.12.240(a), 13.12.250, and 13.12.260 shall be increased by fifty percent. Additional regulations regarding utility connections outside city limits are contained in AMC Chapter 13.20. 13.12.240 Water connection and meter charges. (a) Connection Charge. A connection charge is a charge for a share of the city's potable water system that a service connection must pay as a condition of being allowed to connect to the city's potable water system. The proportionate share is based on the anticipated water impact the service will have on the city's potable water system and is measured as an Equivalent Residential Unit (ERU) to which the water connection serves as determined by Table 1 in Section 13.12.230 of this chapter. One ERU is defined as 3 00 gallons of water per day. For property served within the city limits, a charge shall be made as shown in the below table for the first, or base, ERU. Each water service connection shall, at a minimum, be charged for one ERU. The connection charge(s) for each additional ERU, as rounded up or down to the next full ERU,is included in the table below Meter Size Water Connection Charge % or'/a inch $4,300.00 1 inch $10,750.00 1- 1/2 inch $21,500.00 2 inch $34,400.00 3 inch $64,500.00 4 inch $107,500.00 6 inch $215,000.00 i Over 6 inches Amount over$215,000.00 to be determined by council Fee for each ERU in addition to the first or base $4,300.00 ERU(regardless of meter size) (b) Meter Installation Charge. In addition to the connection charges specified in subsection 13.12.240(a) of this section, the city shall charge for each building or ORDINANCE NO.2 0- 8 11 service connected to the water system within the city, a meter installation charge, as set forth in the below table: Meter Size Installation Charge %or'/4 inch $720.00 1 inch $1,080.00 1- 1/2 inch $1,580.00 2 inch $2,230.00 3 inch $4,250.00 4 inch $6,770.00 6 inch Cost established at the time of installation Over 6 inches To be determined by city council (c) Performance of Work. The city may perform all or part of the installation of the service at the sole cost of the person receiving the water service. In such case, the applicant shall deposit with the Finance Director the estimated amount of the cost of installation prior to the work being done. (d) Time of Payment of Charges--Excess and Deficiencies. All charges imposed under this section, including connection charges, meter fees, material, labor and overhead costs, shall be paid in advance. If any advance payment based on an estimate is excessive, the city shall refund the excess on completion; and if the estimated amount paid is insufficient, the city shall bill such excess to the person owing the same and such excess shall be forthwith paid to the city. (e) Additional Charges. An additional charge will be made in all cases for repair of such street paving, curbs and gutters, and sidewalks as may be damaged by the installation of the water service, based upon actual cost to the city of materials, equipment, labor and overhead. Upon application, the city will estimate the amount of the additional charge, and the applicant shall deposit with the Finance Director the estimated amount prior to the work being done. 13.12.250 Sewer connection charges. Except as otherwise provided herein, the city shall charge a sewer connection charge for each residential unit or equivalent residential unit as calculated in Table 1 of this section. The connection charge shall be in the amount of eight thousand four hundred dollars ($8,400) per equivalent residential unit. These fees shall be paid for each building or service to be connected to the sewage system, whether it connects directly to the sewer line or is combined with two or more services and connected to the sewer line at a single point. Such connection and other charges are as set forth in Table 1 of this section. (a) Beginning on January 15, 2011, the connection fee set forth for the year 2010 shall be increased annually by the percentage increase of the October Consumer Price Index ORDINANCE NO.2010-008 12 (e) Disconnections of unauthorized connections; (f) Turn-on and turn-off services; (g) Inspections; (h) Abandonment of existing non-reusable water services; (i) Temporary lawn watering permits during water shortages; (j) Miscellaneous maps,plans,drawings,copies and documents provided by the utility. (2) The fees referenced in this section are in addition to applicable rates for water service and connection charges. See Chapter 13.12 for current utility rates and charges. (b) Fee Amount.The fee amount for each permit,approval or specific service shall cover all the utility costs associated with that permit,approval or service,including all of the following that apply: (1) Labor,including any and all time spent on engineering,plan review,installation, properly abandoning any existing facilities,site restoration,inspection, testing, certification,as-builts of the project and legal review. Inspections and other work requested beyond normal working hours are charged based on the utility's overtime pay practices. (2) Fees for materials or equipment issued by the utility, such as water services and meters. (3) Refundable deposits for utility-owned equipment such as fire hydrant wrenches and adapters. (4) Expenses including, but not limited to,supplies(not including office supplies), materials,equipment and tool rental, applicable state and federal taxes and any fees for permits the utility must obtain. (5) Water use,in the case of fire hydrant use permits, or estimated water use in the case of unauthorized connections. (6) Overhead,at a rate to be established by the utility pursuant to written procedures. 13.04.340 Connection charges. (a) General. (1) The utility shall collect connection charges in order that each connecting property shall bear its equitable share of the cost of the public water system and the utility's share of the cost of any regional water supply system providing water supply to the utility. (2) Connection charges shall be as put forth in AMC 13.12. (3) Connection charges shell be paid: (a) Before a property is allowed to connect to the public water system. (b) At the time of redevelopment of the property,if connection charges apply that have not yet been paid such as charges for new facilities that directly benefit the property. Any change in use that increases the demand on the water system will be assessed connection fees based on that change in use. See Chapter 13.12 for current rates and charges. (b) Administrative Procedures; Adjustment of Charges.The director is authorized to adopt administrative procedures for the purpose of administering the provisions of this section,and to adjust the charges established by subsection (a)of this section ORDINANCE NO.2010-010 Is AK '` Permit Review Details Permit: ZON20110005 1002 Complete? Y 03/15/2011 ESCOTT 10 Site plan needs to show how roof drainge will be routed to the existing storm drain system in Y the development. Total Time: 10 1014 Complete? Y 03/14/2011 LTAYLOR 5 No comments Y Total Time: 5 1020 Complete? Y 03/17/2011 FRAPELYEA 15 No comments. Y Total Time: 15 1026 Complete? Y 03/16/2011 RSHEPARD 15 Project will generate one new ERU. Y If connecting to existing water sewer the fees will be$12,880.00. If having a separate service the estimated fees will be$13,600.00. There may also be road& shoulder restoration fees involved if having a separate service. Total Time: 15 1028 Complete? Y 03/16/2011 EANDERSON 30 No comments Y Total Time: 30 2000 Complete? Y 03/14/2011 CYOUNG 30 The proposal does not qualify as an accessory structure. It is considered a single-family Y dwelling and must constructed to comply with the 2009 IRC. Total Time: 30 2006 Complete? Y 03/22/2011 SBLACKER 0 Time's up, Eric will require drainage. See Eric's comment. Y Total Time: 0 2008 Complete? Y 03/22/2011 SBLACKER 0 03.22.2011 Sonya talked w/Kevin and let him know the proposal looks feasible. She gave N him the water/sewer hook-up estimates over the phone. He questioned having to hook up separately and Sonya referred him to Utilities to verify what will be required. 03/22/2011 SBLACKER 60 Y Total Time: 60 2012 Complete? Y 03/16/2011 BBLAKE 5 No comment Y Total Time: 5 2014 Complete? Y 03/14/2011 THALL 10 The proposed unit complies ADU size threshold. Per AMC 20.44.042,an ADU may not Y comprise more than 25%of the GFA of the primary residence. Existing house=2,068sf. Proposed unit may not exceed 517sf. Total Time: 10 Total Reviews: 11 Total Time: 180 4/26/2011 3:52:15 PM Page 1 of 1 RESIDENTIAL ADDITION/ALTERATION PERMIT APPLICATION 4P Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1) CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: Residential Addition Residential Alteration Also Including: � Plumbing (a Mechanical Project Address: �� ZU/ ASV' 1' A ZW r Parcel ID#: 00 lzoe Lot#: j Subdivision: ll�fP F-49,�5 0r 5 Project Description: r'�� h n'1 r'tlr� 11 7� Ary �V luat on�41 41 U Jwy Owner: Phone Number: +2 ;�_3. 3 � 7 - l 3,3.Z Address:, l� 7 Q ( L�U. City: CI MIO/V State: "2 Zip Code: r Contact Person: 6 A / Phone Number: Cell Phone: ��/,Q _ 5 9A� Fax: ft/,}� E-mail h D h �b' y f—ir►�.�i [oI Address. �� X /U 7 City: &'a�,db S State: � Zip Code: °J 4 5 L Building Area(Sq Ft): 1gr Floor: ZJ2=� 2nd Floor: 3rd floor: Dask•: � Garage/Carport: Basement: Project Valuation: �eczewy Contractor: '4. v 4,4- Phone Number: U--lid '° P U 3 C SA)'`" , �14 1(2 State: Zip Code:�-� 2 $ Address: — t ? -�� Contractor's License Number: 1—�lJ;XQA 1 ',l�/` Iq70 /� �T Expiration: 2— Plumbing Contractor- '- Cf 6' AgA e k �(� '� Ph ne Number: 1 - 2 Address: City: ✓� �� Mate 4/ 0 Zip Code: ge,21 Contractor's License Number: Expiration. Mechanical Contractor: Phone Number: Address City: State: Zip Code: Contractor's License Number: Expiration: I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described roperty will be in accordance with the laws, rules and regulation of theState ofWasshiington. Applicants Signature / Date KP UI�/ r - )1C&iV Print Applicants Name RECEIVED FOR STAFF USE ONLY S COA PERMIT CENTER Permit# Accepted By Amount Received Receipt# Date Received RESIDENTIAL ADDITIONIALTERATION PERMIT APPLICATION Department of Community Development City of Arlington - 238 N Olympic Ave. -Arlington, WA 98223 - Phone (360)403 3551 - FAX (360)403 3447 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units B. Distance from meter to most remote outlet: S jrr feet. r C. Difference in elevation between meter and highest fixture:�_feet above meter or feet below meter. D. Pressure in street main 6 0 psi. (Measure with gauge or check with Water Department) Number of Plumbing Fixtures (Including Rough-ins) Plumbing Accessory Main Total Fixture Total Number Fixtures Dwelling unit Residence #X Multiplier Fixtures Units Bar Sink X 1.0 = Bathtub or Combination Bath/Shower X 4.0 = Clotheswasher p t X 4.0 = Dishwasher X 1.5 = Hose Bibb ' X 2.5 = I/ Kitchen Sink X 1.5 = Laundry Sink X 1.5 = Lavatory(Bathroom Sink) X 1.0 = Shower Stand Alone Each Head X 2.0 = Water Closet Toilet X 2.5 = Whirlpool Bath or Combination Bath/Shower X 4.0 = Water Heater r Other TOTAL Traps (other than above items) FIXTURE UNITS: / 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. Applicants Signature Date Print Applicants Name RECEIVED APR 2 6 2011 COA PERMIT CENTER RESIDENTIAL ADDITION/ALTERATION PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 - Phone (360) 403 3551 • FAX (360)403 3447 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: 0 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: Q] New Residential ®'Addition/Alteration Project Description: L/y Z 34 r-1 A'g"-'11ee /7A0e-C, Project Address: ,� d 7 a/ CUA)A LA) Parcel ID#: 6�0 �� j ? �7�30a��00 Owner: . ,i'��? � f 1 '�r2 uy Ark' Phone Number: S 3 3 G� f 312 � 1 Address: t) IV City: AP 11 fGUG�A� State: �' `{_ Zip Code: Contact Person: /t C� y//V fV� jrt/ Phone Number: Cell Phone: 4 Z� C,// � bps Fax E-mail: dfrrXA 61 71-P7 0 7 L Address TU lax G / City State �L� 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: For Office Use Only Date Received Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other RECEIVED Inspection Required: YES NO [ APR 2 6 ?1 11 COA PERMIT CENTER Fab?-D(l ®®!� RESIDENTIAL ADDITION/ALTERATION 10 PERMIT APPLICATION 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 f 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) Cross-Connection Control survey application APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. RECEIVED APR 2 6 2011 COA PERMIT CENTER 1�,�O-o I l 0 o55 Z' RESIDENTIAL ADDITION/ALTERATION I PERMIT APPLICATION _ Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3551 • FAX (360)403 3447 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 2 RESIDENTIAL ADDITION/ALTERATION PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3551 • FAX (360)403 3447 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: 1,500psf 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 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 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. 10 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. 3 RESIDENTIAL ADDITION/ALTERATION PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3551 • FAX (360)403 3447 15. Label any space within the foundation (i.e. basement, garage, storage room, etc.) Note! Arlington is in seismic design category D2 which requires that foundations with stem walls have a minimum #4 rebar at top and minimum #4 rebar at bottom of footing. C. ❑ FLOOR PLAN (Minimum '/4" Scale) 1. Indicate the dimensions of all areas and the use of each room. Include fixed cabinet, counter or island facilities. 2. Show all roof, floor or deck joist size, spacing, direction, support, connections. Blocking, etc. 3. Show the location of exhaust fans, smoke detectors, hot water heater, heating units, plumbing fixtures and any other mechanical equipment. 4 Show the location of the attic and/or crawl space access. 5. Include all exterior decks on your floor plan, with necessary structural details and attachment to the house. 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). 4 RESIDENTIAL ADDITION/ALTERATION PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360)403 3551 • FAX (360)403 3447 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. 6. Indicate the pitch of the roof. H. ❑ DOORS & WINDOWS 1 Show size and type of all doors. 2. Show the door size, type and closure device for doors between the garage and dwelling. 3. Show all window sizes and openable areas. 4. Show all sleeping room egress window locations, sill heights, methods of opening, dimension of openable area and clear open space. 5. Show size and type of all skylights. I. ❑ WASHINGTON STATE ENERGY CODE 1 Provide one (1) copy of the WSEC &VIAQ Residential Prescriptive Compliance Form. 2. Show the insulation R values on the floor plan drawings and glazing class of all windows and skylights. 5 RESIDENTIAL ADDITIONIALTERATION PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone (360) 403 3551 • FAX (360)403 3447 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360) 403 3551 or by email to Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. 1 acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. Signature. Ai",, V � t'j�- Date: Owner/Owner's Representative Company: C'OA) SIeu 6/,� AJ LZ C_ Phone: 6 Contractors or Tradespeople Detail Page 1 of 2 InWashington State. Department of Labor & Industries Contractors or Tradespeople Detail Return to List > Start a New Search > 0 Printer friendly Verify Workers' Comp Premium Status Check for Dept. of Revenue Account About General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name PORT GARDNER PLUMBING UBI No. 602597215 Phone No. (42S)317-8433 Status Active Address P 0 Box 12164 License No. PORTGGP941 K4 Sulte/Apt. City Everett License Type AD Construction Contractor State WA Effective Date 5/18/2006 Zip 982062164 Expiration Date 5/18/2012 County Snohomish Suspend Date Business Type Corporation SpecialtyI Plumbing Parent Company M DANCE INC Specialty 2 Unused Other Associated Licenses Specialty Specialty Effective Expiration License Name Type Status 1 2 Date Date PORTGP`0050M PORT GARDNER Construction Plumbing Unused 9/14/2000 10/3/2006 Expired PLUMBING Contractor Business Owner Information Hide All Name Role Effective Date Expiration Date DANCE, MARKS President 05/18/2006 2 Bond Information Bond Bond Company Bond Account Effective Expiration Cancel Impaired Bond Received Name Number Date Date Date Date Amount Date 1 CBIC SD21 92 04/01/2006 Until $6,000.00 05/10/2006 Cancelled https://fortress.wa.gov/lni/bbip/Detail.aspx?License=PORTGGP941 K4 4/26/2011 Contractors or Tradespeople Detail Page 2 of 2 Assignment of Savings Information No records found for the previous 6 year period 2 Insurance Information i) Insurance Company Policy Effective Expiration Cancel Impaired Amount Received Name Number Date Date Date Date Date TRUCKINS 5 EXCHANGE 603593538 12/17/2010 12/17/2011 $1,000,000.00 12/08/2010 4 TRUCKINS 603593538 12/17/2007 12/17/2010 $1,000,000.00 11/10/2009 EXCHANGE 3 TRUCKINS 603593538 12/17/2006 12/17/2007 $1,000,000.00 12/18/2006 EXCHANGE 2 FARMERS INS 603617284 08/03/2006 08/03/2007 $1,000,000.00 12/14/2006 EXCHANGE I HARTFORD 52SBANR6153 12/17/2005 12/17/2006 $1,000,000.00 05/10/2006 CAS INS CO 2 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period ® Warrant Information lb No unsatisfied warrants on file within prior 6 year period Accm Oc Washington State Dept, of and IndUstries. Use of this site is subject to the laws of the state of AlikWashinglori1p Washington. �+�.•t�I N.<G'Nernm+nt VtVb Sitr https://fortress.wa.gov/lnl/bbip/Detail.aspx?License=PORTGGP941 K4 4/26/2011 Contractors or Tradespeople Detail Page 1 of 2 kiWashington State Department of Labor & Industries Contractors or Tradespeople Detail Return to List > Start a New Search > M Printer friendly Verify Workers' Comp Premium Status Check for Dent. of Revenue Account About General/Specialty Contractor A business registered as a construction contractor with L&I to perform construction work within the scope of its specialty.A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name NIXON CONSTRUCTION LLC UBI No. 602227257 Phone No. (425)418-5995 Status Active Address Po Box 1037 License No. NIXONCL97OPG Suite/Apt. City Granite Falls License Type A) Construction Contractor State WA Effective Date 10/7/2003 Zip 98252 Expiration Date 10/7/2011 County Snohomish Suspend Date Business Type Limited Liability Company Specialty 1 General Parent Company Specialty 2 Unused Other Associated Licenses Specialty Specialty Effective Expiration License Name Type 1 2 Date Date Status NIXONSCO09RN NIXON BROTHERS Construction General Unused 12/15/2000 12/6/2001 Archived CONSTRUCTION Contractor NIXONCS95SNC NIXON CONSTRUCTION Construction General Unused 8/3/2005 8/3/2009 Expired SERVICES Contractor NIXONC"022RG NIXON CONSTRUCTION Construction General Unused 12/7/1998 4/23/2005 Expired Contractor Business Owner Information '= Hide All Name Role Effective Date Expiration Date NIXON, KEVIN Partner/Member 10/07/2003 la Bond Information https://fortress.wa.gov/lni/bbip/Detail.aspx?License=NIXONCL97OPG 4/26/2011 Contractors or Tradespeople Detail Page 2 of 2 Bond Bond Company Name Bond Account Effective Expiration Cancel Impaired Bond Received Number Date Date Date Date Amount Date COLONIAL AM CAS& 1 SURETY OF LPM4048209 10/01/2003 Until $12,000.00 10/07/2003 MARYLAND Cancelled Assignment of Savings Information j) No records found for the previous 6 year period 8 Insurance Information J Insurance Company Policy Number Effective Expiration Cancel Date Impaired Amount Received Name Date Date Date Date AMERICAN 10 SAFETY 156AU16055800 07/10/2010 07/10/2011 $1,000,000.00II07/08/2010 INDEMNITY CO United 9 Specialty Ins OS101381 07/10/2009 07/10/2010 $1,000,000.00 07/09/2009 Co SUA 8 INSURANCE 1OFEIA100535GL0I 07/10/2008 07/10/2009 $1,000,000.00 07/09/2008 CO SUA 7 INSURANCE IOFEIAG100535GL01 07/10/2007 07/10/2008 $2,000,000.00 07/12/2007 COMPANY 6 PROBUILDERS LAM501108 07/10/2006 07/10/2007 $1,000,000.00 09/15/2006 INS NATIONAL FIRE& 5 MARINE INS 72LP171103 02/10/2006 02/10/2007, 08/08/2006 $1,000,000.00102/13/2006 CO NATIONAL FIRE& 4 MARINE INS 72LP165596 02/10/2005 02/10/2006 $1,000,000.00 02/10/2005 CO Summons/Complaint Information .J No unsatisfied complaints on file within prior 6 year period 8 Warrant Information .) No unsatisfied warrants on file within prior 6 year period ACCC58 Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the state of fV Washing"6 ar»:.;.61"weOvmrm1e 41t 4�rsrW, Washington. https://fortress.wa.gov/lni/bbip/Detail.aspx?License=NIXONCL97OPG 4/26/2011 SITE,PLAN NOTES'-) • SITE I'N�y O�'RMATION RQVIDED BY �� 11 PRIOR TO THE START OF GRADING 1 3 1 &/or BUILDING CONSTRUCTION INSTALL TEMP. EROSION & • 4� LITIES INCLUDE:p�oU� � SEDIMENTATION CONTROL f"�%-V. PUBLIC POWER, CABLE&PHONE MEASURES (TESC); e.g., SILT FENCE SERVICE. STRAWBALES&/or OTHER BEST STOCK PILE AND COVER EXCAVATED MANAGEMENT PRACTICES(BMP). " -- SOILS WAN 24 HRS W/BLACK PLASTIC. PROVIDE DOWNSPOUT EXTENDERS m PRIOR TO FINAL CONSTRUCTION Z UNTIL VEGITATION ADJACENT TO ACCEPTANCE ESTABLISH A RESIDENCE IS REESTABLISHED. PERMANENT VEGITATIOE GROUND I PROVIDE SILT FENCE AT DOWN HILL CONFER THAT CAN WITHSTAND SIDE OF AREA OF CONSTRUCTION. SEVERE WATHER CONDITIONS, • MAINTAIN CONSTRUCTION ENTRY SUCH AS HEAVY RAIN, &CONTROL THRU OUT PROJECT CONSTRUCTION. SOIL EROSION ON ALL AREAS OF I_411 CUT/FILL: EXCAVATED SOIL TO BE LAND DISTURBANCE NOT ` USED A8'BACKFILL OTHERWISE PERMANENTLY rip fir— MATERIALS AND STABLIZED. r FEATHERED OUT FROM EXPOSED SOIL, i.e., SOIL LACKING A Ipo f THE RESIDENCE 20'max. COVER OF VEGETATION, SHALL. BE x � COVERED W/MULCH, SOD, PLASTIC SIT/ i L.l� OR OTHER APPROVED BMP WITHIN 7 Lod �` DAYS. PROVIDE AN ARMORED Lo • IMPERVIOUS SURFACE AREA CONSTRUCTION ENTRY AT ACCESS TO COUNTY ROAD. PROVIDE 4"TO 8" W ` I Ip p -L 44&-S AN A DEAR PTH OF(Q12" BY RY0 PALLS) IN LENGTH, ea rT?,Oel 20 'to RESIDENTIAL ADDITION: mpp I STEWART FAMILY Lot i I b 4C/ 20701 ANNA LANE GC��I -m o ARLINGTONy WASHINGTON lLl, --1' . RECEIVED APR 2 6 2011 COA PERMIT CENTER 'ab d-01 I Goss- _ _ Ew i ---- I i �u %IwJr. . F , 12,PIA:I r k !' 1 1. :�� O - --I_ Cooev 69 v I NAIL TABLE R 8(1) - ---- j SINK,GWr;40 P.T.2x6 -- FASTENER SCHEDULE FOR S1 RUCTURAL IAEYBERS SILL{��/\IL^ Hit11BER MDTYPE OF 1 .r� I. �' RE>r IIfSCRPrgN OF 8Ud0NO EL®BIrS fli81BlEIr*4` BPACPIOOF FI1SfHE115 W (24"x0.113')RoOf _ I B be[w IW or mnersm hre, 3_tce veil Sd 2X U. 2 m hk,tce Dail 3-8d(2'/•x 0.113•) - JSrS,@ I6"o.e, - A 6LOCKING 3 CC a as auachedm pmaBeJ-&-,hpa nvm 3-101 Q 4 Com fie mom,face U 14"x 20 3-I0d(Y" 0.128'O PAP'- - XII%fI,IYVOGV' 5 RaBam PI.I%rvevd 2-16d(3'/"x0.135y - � 4u ID 10"OC -CO . GLE AN7 SC�W 6 Roamme tm°fi°1 m"d H ymbVmis 4 16d(3'vz•"xx 0..11335s 0 P-3O BATT IN51 _ wr 2 4 nn , _ ----_ __ _- - -, - 7 Bovr- wmuemda 24"o.c. IOd 'z0.128'T ,f _' .__ ... _ _ KLOOK J015r-5�� 1.1Y'' � 8 B®R hinder,taro widt'/' 16d(VA".0.1 16"o.e dw earl INBKL "^' V C tN.6m I - (I.m FOP 51zr& 9 Comivmdheadmiwo 16d(3%!'x0.135') 16"-aImgah np' Ii 2"OxlO"xV"IMP .IAli.l 10 Cwtin sbeaaamama,maaaa 4fid '/'xo.113� - ll t)ombk ands,few Dail lOd(3"x0.1 14'o.c. o 0.1 10d iP A.B.@ 4'-0"O.C.8 w/It I 12 Do" roes,few veil •x 24'oc I - 41111�T( - 13 sl6d t3v,^xo 1350 i UK PMN 1CO NKf Dnabkmpplme4.®mmmaamwoae«ofwdjnma ,t`')1' #4 BAP.5 @ 1811 0,C - �}' 18 kw v bppd mm - LLI _ [I'a I 1/fi}y3- 14 Sok tam"st or bl ,6ce Dail 16d '/'x 0.135 16"mc. • (vm //'- _"!rv✓I C.Y�r 1s Sole mto joist orb aWamd wdr }16a(3'/'x0.13S0 16•o.c. V EO - (2)#4BAk5CONE. !� i 3ea(r,,^xo113� - )( " 16 Smd msok plw,roe nail a - + '�_i 'v i - 4 2-16d 3','x 0.135 _- �j�� I h MIL.IXACK V,B,C(.�Nt - _ A Q I .f1 _ � �0e - 17 T asok Imam mud evd veil 2-16d(3'/"x0.135'0riG�VNVN 1 1-I I-111-� - N Q " is T khs. atcavna and ivtasecfivm 2a0d(3"xa1281 OV/ FTG.&IZ LPP @ 15,i, n 19 1"brc.cwh Ned-dpkm,facenail veilAN,KILL- y11 5 6 MIL,V.B. cQ �� -��J #4 BAR @ 16"O.C.&3-#4 z �a,1 - u I 1, 41 BLACK _ A} 20 1"x 6"sheathing m each b-iug,face veil 2 s2(2, o/i" - s coNr, IlgX 10 _ 21 1'x8'shesthivgme�chb.*m,facena0 z.a3(r/�ale - VH Wider�n 1^x s^sheadling m h bemivg.few oaif 3-8d(2%'x o.113) NOT YPOVIPE ° 11 each 4ampka PE' _ A K WA51 EP HOf PIPMP GALV,@ PT4100P Y I� 23 joist m sills' ice, veil 3-8,1 24"x0.1137 24 1'x6"sobfl_a less mwahjoiei,f.0 2-8d(2'z'x 0.113') - p� TI 2 a 2apks,.. 1 11I /_II �OUNI�i W/VrI/ I 11 - 226 Rim b�tam Iate.rce nsil(ro�of� cat aLm) ySd(24"x 01135 6'oe. 5C/,I y I"-1'0" fUW_Lff-bN._TJ I J( / L��iI G II� n 21 _ 2" &beam-f1omR /'LI" -V /rh �' �1.11-1^I, I I �L mofl 2-16d(3'/'x0.135'7 rteach ' FF 1��/ \�' Nail each kyerazfoBows: 28 Bmot-op girders and bemm,2-inch Camber hym 10d(Y x 0.128^) 32"o.c.at top and bo avd --- �`` sbggere&Two natls a wds andatwch Pf)i IF FRAMING PLAN FOUNDATION/FLOOR FRAMING PLAN NOTES m a 316"t34^xoa3sT "'� a aBQ !! - - 12 .-._ __ . � spAcxla oFSAsieels t ILL BEAMS AND HEADERS TO BE 400(UNO). 1. ALL BEAMS TO BE 4x10 UNLESS NOTED OTHERWISE(UNO) aawtrr�w J G'M,D nIt ; 30LID BLOCK OVER SUPPORTS. 2. MAIN FLOOR FRAMING TO BE 9 1/2"TJI 230'S @ 1E"O.c.,.BLOCK PER MANUFACTURER. I `DsscslvrmN OF mRLosui rxyu .�pom'• e6m,?, t�))��I Ivry ^ DV FRAMING AREAS SHALL BE 2 x 8 RAFTERS @ 24"o.c..SEE PLAN FOR LOCATION 3. PROVIDE'/."T&G PLYWOOD OVER FLOOR FRAMIPIG,GLUE AND SCREW. NA�'"� °Eso"IwtoN OFFASTENEF"'`• p'd"y (a,d-e) 4 PROVIDE CONTINUOUS METAL GUTTER ON 2 x CEDAR FASCIA. 4, EXTERIOR&INTERIOR BEARING WALL FRAMING SHALL BE 2 x 6 @ 16"o.c.(UNO) _ wood•a'Kt'a+t'm.k.a,elloor.m°r.d mrrlx..e al.r.gmu.,aay and pmsete ,,,me,,ftW rMlrrp PROVIDE 1/150 x ATTIC SQUARE FOOTAGE OF ATTIC VEN TILATION AT EAVES OR 1/300 x ATTIC 5. INTERIOR NON-BEARING WALL FRAMING SHALL BE 2 x 4 @ 16"o c.(UNO) >QUARE FOOTAGE OF ATTIC VENTILATION IF 50"L IS AT THE EAVE AND 50%IS AT THE RIDGE. S. SOLID BLOCK OVER ALL SUPPORTS. 30 als"-'/{ 6d cavulon(2%7 0.131-)(s(roovr wally 6 n Y11T f 8d cmmmom(2'/i x0.i31'ml(nxr0 WD',,dp � _ RESIDENCE: 448 sgft x 11300= 1.49 sgft or275 sq in NET FREE AREA 7. ALL WOOD POSTS TO BE 4 x 4 or 6 x 6(6x8 @ BEAIA BUTT JOINTS)SUPPORT ALL BEAMS WITH F-- V 'EE TRUSS NOTES FOR ADDITIONALTRUSS INFORWSRON POSTS OF EQUAL WIDTH(UNO). 31 s/s._4�. 6dwmnon(2"x0-a13-)mail lsnblkmc wan) 6 12. ROOF FRAMING SHALL NOT BE ALTERED IN THE FIELD_TOUT PRIOR BUILDING DEPARTMENT B. ALL CONTINUOUS PERIMETER FOOTINGS SHALL I;E 16"WIDE(UNO)X 8"TNICK WITH#4 BARS :._. Rdcommom(2'/,"x0 t31^t vml(-W 11j1 ({IK{, L ��t_7` APPROVAL OF THE ENGINEER'S CALCULATIONS&MODIF,ATIONS. AT 6"ac.CONT.HORIZ.AND#4 BARS AT 18"o.c.VERT.WITH 6"THK CONCRETE FOUNDATION 32 "/3-P 8d co�ov va0(2'/t'x0.131'D 6 12, ,II 'I \ P PROVIDE TRUSS DESIGPI DETAILS&DRAWING ON SITE FCrl FRAMING INSPECTION. WALL,REBAR PER DETAIL. EXTERIOR WALL FRAIA NG SHALL BE 2 x 6 @ 16"oc.ON PRESSURE P110F FRAMER SHALL FIELD VERIFY ALL DIM.'S&ALL NOTEW&ETBACKS. TREATED SILL BOLTED TO FOUNDATION WALL WITH 12"dia.ANCHOR BOLTS W/;"IMBED @ 48" 33 yIn_1'/,• lOd commm(3"x 0.148")vaila 6 12 gry_)F FRAMER TO PROVIDE ALL MTL HANGERS FOR ALL ROOF FRAMING CONNECTIONS. o.c.&WITHIN 12"BUT LESS THAN 4"FROM CORNE IRS AND END OF PLATE,PROVIDE 3"x 3"x 1/4" __ Sd(2'/,"-0.131")defamed nail G ♦ w-41 L I I 1 11 ERATIONS OF FRAMINr_LAYOUT SHALL BE COORDIN,TED WITH THE ENGINEER. SQUARE WASHERS AT EACH BOLT.PROVIDE ALL P.'ANUFACTURE RECOMMENDED FASTENERS. peterwea r..nan#' rROVIDE 22-z 30"min.20 MINUTE FIRE RATED ATTIC AC'-:E55 DOOR WITH 30"CLEAR HEAD ALL CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED. '��cellvmsic '/r"gdv Tk 1 r000rrg mad,'/s crown a l' - 'PACE ABOVE.DOOR SHAL(BE SELF-CLOSING HINGES AND SMOKE SEAL AT PERIMETER. 9. INTERIOR BEARING FOR FLOOR FRAMING SHALL'3E 4 x 4 PT POST WITH 4 X 10 BEAM AND � shemhrog aowm sapk 16 ga 14"1.ve 3 6 18 x 18"x 8"THK CONCRETE FOOTING WITH POST CAP AND BASE.ALL CONNECTIONS TO w '(}/j Pb PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED. 35 a"sm�nrd cenulosic 1%-gdvaniad roofmgrm0,y/,s"sown orV 3 6 10.FLOOR FRAMING TO BE IN PLACE PRIOR TO BACK FILLING. fii rb-d d..bing wowm amph 16 ga„1/s"lovg Q Q �,�,,�X� 11.PROVIDE 4"PERFORATED FOOTING DRAIN WRAPPED IN FILTER FABRIC AND PLACED IN FREE P/," waniva tRUSS NOTES KI"t'" gal mnr gmaaa`,,S am�a SD`ly DRAINING GRAVEL. 36 4:"syp"°"��'°g° 1'y"1mg;14,screwa,Typewors T 7 I ;32FIRE BLOCK @ 10'-0"INTERVALS VERTICALLY IN VJ\LLS. 1. ALL TRUSSES TO BE DESIGNED BY A PROFESSIONAL ENGINEER AND FABRICATED,INSTALLED AND ROVIDE1/2"AIRSPACE BETWEEN CONCRETE&NON-PREASURE TREATED WOOD. 37 /a.�,pr„r„ gagg ; peg ^eve, T7 BRACED AS SPECIFIED. l',i screws TypeW S 7ALL ROOF TRUSSES SHAD_CARRY A MANUFACTURER'S STAMP. ROVIDE SPLASH BLOCKS AT DOWNSPOUTS.SEE:ROOF FRAMING PLAN FOR DOWNSPOUT ( I I OCATIONS. wmdaavcuar t ROOF TRUSSES SIIAL.I Nt11 BE ALTERED IN THE FIELD WITHOUT PRIOR BUILDING DEPARTMENT p®1°"'CanBFndvn i101oorin°°"�"1p"tto1iweDg 15.ALL FOOTINGS TO BE 18"MINIMUM BELOW FINISF GRADE AND TO BEAR ON UNDISTURBED APPROVAL OF THE ENGI I I EER'S CALCULATIONS&MODIFICATIONS. 6d def.-M(r x 0.1200 veil a SOIL.STEP FOOTING AS SITE REQUIRES. 38 '/+"avd ksa 6 t2 O _I I I - _ ({- I PROVIDE TRUSS DESIGN DETAILS&DRAWINGS ON SITE FOR FRAMING INSPECTION. Bdemmmw(P,a^x0.131^)na0 16.ALL FRAMING HARDWARE TO BE SIMPSON.PROVIDE ALL MANUFACTURE RECOMMENDED 8a wmrme(24z xol3lO nm7Q 1 _ L J TRUSS MANUFACTURER SHALL FIELD VERIFY ALL DIMENSIONS AND ALL NOTED SETBACKS. FASTENERS.ALL CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED 39 ,•-1^ 4 - r. J ¢ I I 1 I P TRUSS MANUFATURER TO PROVIDE ALL METAL HANGERS FOR ALL TRUSS CONNECTIONS. Sd de[®ed(2'/' 0120")veil 6 >2 GALVANIZED. 2" ''n LING IONS OF TRUSS LAYOUT SHALL BE COORDINATED WITH THE ARCHITECT AND 17.WATER PROOF EXTERIOR SIDE OF FOUNDATION'NALL CONTINOUS OVER FOOTING. 10dcammm(3"x0.14S)-fl. nLUIYJG DEPARTMENT 40 1','-1,'Q 13 it 18.WOOD POST W/SIMPSON C644 or C866(UNO)ON 18"x 18"x 8"THK CONCRETE FOOTING addd'amm(2'y'x 0120'O man 6 WITH#4 BARS Q 6"o.c.EACH WAY.I @ 1.sL Ir«h-I54sma,Im«=3N1mm,lmde per how=I-Wa:Iksi=6.895 k1Pa 19.ALL FRAMING HARDWARE TO BE SIMPSON.PROV DE ALL MANUFACTURE RECOMMENDED a n'l°age am a°mlr-moo box«armrwaam�e.aptwhralix nmaa.xaua aura f«6am;°g"m anemni°g rwmKeom rwl mK m;a;mam II FASTENERS.ALL CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED m"a<`k"di°g`a`td'""°g'naffirh°"'°:gok''ib*snaakdammmwo_I9z mrn(mu wmm«1°aa>,9oka;r«anank aiamwem lalgmama o.laziarb nmou GALVANIZED. lmgwdm,0-Inmrh,ma 100 ks:r dwak ai®me,s oro.uzirxnwkg. G or are g,eaar. Wmimm�'/,�kch crown wpN. 20.PROVIDE 8"z14"SCREENED FOUNDATION VENTS.1s.f.OF VENT NET FREE AREA FOR EACH 1,N°Jsdroll ne spared x rat more tl h Staples art l6 gage wha a ad have. m diamelm a 6 iaches mmw m Asuppwb ahm specs 48 incne.v 150 s.f.OF CRAWL SPACE AREA. &Fmt-fmr-by-84 «4-r-by-9-fcatpaoe!S"I r appliedwmrally- 448 sf x 1/150=2.99 sf(430 sgin)-25%=F 7,6/112=4.8 PROVIDE S VENTS a SFeri " rme rot iml-d toads mbk shill k roue m Tabk R602_X2). 21.PROVIDE CRAWL SPACE ACCESS AT EXTERIOR MINIMUM 18"x 24"W/INSULATION&WEATHER ' F"'eg"'mn -gbmr,r.ma spaadl lompnwgmmm.8aaofomnw(2Y,^.s lm)�a:n,11I,.wf«amarhr°ggy aoamaw„oa,aan„alpmel,mr a slhmg W 6 mg wrdm°omwam 48-imb dlsta°«EpW-i a R,ff.rmf night u mme tlu°25 fce W m 35 f maximol°. SEAL AT PERIMETE R.MAINTAIN ACCESS THRU OUT ENTIRE CRAWL SPACE,18"x 24"MIN. r....g, Iw gnaakwma,,preaofloompn«lrss whfwamchmgwvodsmoclmalpmeleoofskathmglopbke°dwaRfiau,ingahagbesp«.cd6inhm Ili �I'li� ,,.<awr-wkahafirw,oar«ai:p«ar«maalaompn,callarwamrmogpmaemRlagromwmrakrcaopp«m�auna6iar�mrrorerte A I/III a mom 4R-i«6 diswoa fmm ridges emesand pbk end walls:-4btlecsm cmwrm pbk cad well 6eming. G h Gyemm shu4bing shall-f-w ASTMC 13%a [,Ml]be inmalkd'ma¢mdaue wjM GA 253.fiberbomd sheamkg shall m 15 mA6TMCm1. l!/ �Uf//t UO/L %ST lei/� r�"g _aa a °6a°a map a�a dab a iyo w pm�m�oinbi Bwp«m°ma. k u'b o I, -.� ,_> 1 �,pp� ,. >�tJ}Ir�-" LI � G gpame pe'C' _--_-- � / < , r by hammg awmners«solM 6luckiag. L 7-�,aer max cFAI Loss = `gggs�x 7 875 : 352 bt�L v r3�r-t%�w.. -------- - p GENERAL NOTES 5,� _ FX Cc v I f 111 1. ALL JOISTS,RAFTERS,STUDS,BLOCKING AND BRACING SHALL BE HEM-FIR#2 OR BETTER COk� ,I\ )- ` C^ V { Fv=75psi,Fb=850 psi,E=1300000 psi.UNLESS NOTED OTHERWISE. L rf 1 I I 11 t 2. ALL SAWN BEAMS,HEADERS,POSTS,LINTELS,AND GIRDERS,4"NOMINAL,SHALL BE 210 Ti IE h"1�� LY DOUGLAS FIR-LARCH#2 OR BETTER Fv=95 psi, Fb=875 psi,e=1600000 psi;6"NOM,SHALL BE IX'I It E- DOUGLAS FIR-LARCH#1 OR BETTER Fv=85 psi,Fb=875 psi ^,t fI .',r " I�/r-}t I E=1300000psi.UNLESS NOTED OTHERWISE ON PLAN. �I t( IP,'.Y-Y t� - - _I r j o- j O)// 3. ALL GLUED-LAMINATED TIMBER SHALL BE KILN DRIED DOUGLAS FIR 24 F-V4 OR BETTER, I ` I I r alp " Fv=175 psi,Fb=2400 psi,E=1500000 psi. L 4 U1\ ��1/I I ! I I` I f I I I/1II /tT}��G1 - ��'��U f'l� -c,LIIF- ya; Ilan RESIDENTIAL ADDITION: 5360 t iTEWART FAMILY fl 20701 ANNA LANE ARLINGTON, WASHINGTON I �II_ ►� �11v�_l Go-lxs9DTeslgn Partners 614204/06/11 aa//�■ RR23-211th Place NE ''GDP ��L A"Ington,washingmn 98223 `� l,� U� � •� J M� l.- FLOOR PLAN NOTES •---.._., _"!__. 1. ALL BEAMS AND HEADERS SHALL BE 4 x 10,UNLESS NOTED OTHERWISE 2 MAIN FLOOR r QQ I I ,"•n;.10.4 i"Ni'l srus 0'111Mn.Qmred w,d'tinrT v p], ll In OVER FLOOR FRAMING,NG,GLUE&SCREW s R 2L'"Rh Nf hrrced nail pxmk pith rnnOrt @ BO.C.UNO.PROVIDE/.T&G PLYWOOD 3. - ^minnmssbea(hing shall be cunctructed in aecenlance mws eheathnrg.Q 1uhl/ryarrl,alongalmu,l,+,dl 4. SOLID BLOCK OVER ALL SUPPORTS. wnh,his section.All bm<•.dnrr!//ineaolung exturinr walls pith cro,linm.,.hemhing shall he full height withn gS. EXTERIOR WALL FRAMING BEARING WALL SHALL BE 2x6@16" 6�BO) I,. on thessme sla Y shall be(unduum ly sheathed length bond on the adjacent ekaru ning lx,hl in ncax- B 'o.e.(UNO. F._ .-. donee w ith Table Rfi0n.10.4.2 end R B andg 7. INTERIOR NON-BEARING WALL FRAMING SHALL BE 2 x 4 @ 18"o,c.(UNO) Coring•ns Within Seismic Design C'nted is le A,an e, Within n horsed uwllline when n g"re R602.1(/.41. 8. SUPPORT ALL BEAMS WITH POSTS OF EQUAL WIDTH(UNO). regions where the basic wind speed isle<x than or W net nos nn opening on X equal to 100 mph f45 m�s),other bmc;ng m_Ihlxls pre- eithr,.role of dill ring hr;ghn.O,e taller,ry+ening height 9• ALL FRAMING HARDWARE TO BE SIMPSON.PROVIDE ALL MANUF.RECOMMENDED FASTENERS. scribed by this axle slut]be PenniOM on other bmrref shall be used Iu detem,ir,I the panel length from Thhle ALL CONNECTIONS TO PRESSURE TREATED MATERIALS SHALL BE HOT DIPPED GALVANIZED. I- kl� Ate/r �1r•I IL, ,m/nhrns on the'.-m-n level or on any bmord un// R1,02,10.4,2.For Metho,l CS-PF wall height shot]be 10.FIRE BLOCKALL PLUMBING PENETRATIONS.FIRE BLOCKl0 ll INTERVALS,VERT.IN WALLS. q ��y4 'I tineondierentsr-le•elsofthebuilding. mea,ured fee the top of tlrc header to the bomm of Ihr 11.PROVIDE 110-VOLT INTERCONNECTED HARDWIRED SMOKE DETECTORS(SD)WITH BATTERY `I E1'll p�jl L1F I LJ yIIF y.,' R6112.10A.1 CoMinmrus BACK UP,CENTRALLY LOCATED AT MAIN LIVING AREA AND BEDROOM. 3%0 3c)c 4 }D aI F L h'F- sheathing braced wall panels, h"tom plate a shown in Figure Rfif12 I(14.1 I. ___ -____._ I Continuous sheathing m-nh d.,require,wctoml Rfi02.111.4J 1.en hofM1rerin:frueunlirinrrusshenrh2 PROVIDE EXHAUST FAN- { }. panel 8t 6 1 S VENT TO EXTERIOR, shea0,in t beused un allsbenthahtesmfruxs on o,eside ing.flo-d-11 lines with cnnhnnnns,benlhing shallbe 13.PROVIDE GENERAL N ULATIONHP R RESCRIPTVETENERGY CODE REQUIREMENTS,AT WARM .. . :, -- --.__._ __. ... _.r_.. nfnbnnemonu/hreind,,,l,n sN� -- sn llxwrandbeow,grerr- proei<Ial With hm(vd call panels in the length required WALLS,EXTERIOR WALLS OF LIVING SPACE AND FLOOR,ATTIC/CEILING. Q' - J gareas, I logs and gable nM walls.gmred+m/lprnre/shall t+e am- in Txhle,Rf+t12.10.1.2f1)and Rrn ft l ngth a Only 14.PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR ROOMS. A X� �" _. _ 0, III -._ vmaal nl xxodance. th,xle od the me(Mxk ligal in tM,.r lull heigryt hmnd unl//marl.con lying with.the 16.PROVIDE OUTSIDE AIR AT GAS APPLIANCE LOCATIONS, P I Till � 'I3,hie R4502.10.4.1.D ffe-n bracing methods.aher Inn, 4,+EIh requirements of Table R602.10.4.2 shall he per- 18.PROVIDE(rj1 INLINE TANKLESS WATER HEATER(owner option)OR TANK WATER HEATER WITH Q ,-� -� G •I - D (`r10,/1 I -I (� - ,'able lilted in Table R(502 10A.1,shall inn be permitted mined ru mnl0hule m the minimum required Ieng,h of SIESMIC BRACING ANCHORS&PRESSURE RELIEF VALVE WITH RELEASE TO EXTERIOR, - (,go K-I •N� -- II 1 J h j' along n bmrnd earl hoe,ith continuous shemhing hmcing PRESSURE TANK AND OVERFLOW PAN W/DRAIN TO EXTERIOR,HEATING ELEMENTS TO BE 21'�I�**�Iv Od I i J'1$ F I , R602.10A.L1 Crmthenars porno Creme.C,nth R602.m.4.4 Crnothi ,sly sheathed braced wall LOCATED+18"AFF,INSTALL AN INCOMPRESSABLE R-10 INSULATION PAD UNDER WATER HEATER �v x� t I I•,I' �rlv Ixxuil rran,e hm(a•<r„Ton� ,-_ _ .:� ( I pmmh shall M mnstrtroled in panel loentinnand wrnerennstrurtion.For all cumin F ELECTRIC AND LOCATED IN AN UNCONDITIONED SPACE.WRAP WATER HEATER W/ Cc I1 I L { pC I ace nlaree wd F shealhmg,nemo(1e loll-height hedged ran//pnnrb -1J -- - - .7 �'� mnunuo„s d frnm�R(n)2 IOA.I 18 x.mm�ber M c INSULATION BLANKET.. q'y __ pod panels in a single hmced null on,plymg with the length requirements of Table 17.VENT EXHAUST FANS AND WATER HEATER TO EXTERIOR. G� O L ,1 `1 line chail,ran exceed fv Fx purposes,drrsi3Ong wind R602.10.4.2 shall he kxvtedat-I.end ofa bmcedanll :) cc I preen,m:xtingperper•dknlnru•tbewwll.thetttp+im� /in+-wifbconlimon-healhin ry GENERAL NOTES _ / 1 1 g and al leas)eve 25 feet I� ..�(/\` r hells of Freon•co,"I Il 4.be I ami moo.off 104.1.1 (7620 mml on center.A.inhil 24 inch(610 nil l shall M n,e,11mre vh;11 M a ma.im„m off bowed wool gmclural p ne,, Her rcUlrn shall I+e provided I LIU.�{•{e1 -_-- '•l -. wall segn,ems per heater Ind header length dun,an lxnh,•ud-f a braced,rml IrNe w,d,eolnha,mrs sben,b 1. ALL JOISTS,RAFTERS,STUDS,BLOCKING AND BRACING SHALL BE HEM-FIR#2 OR o �, U, r I I I exceed 22 fen(6706,rural.7i„sism,turps shall fe ing in as R1 nee with Figures R601.10A.4(11 and BETTER Fv=75psi,Fb=850 psi,E=1300000 psi.UNLESS NOTED OTHERWISE, _ K I I installed in accordan-with the munllhcm,xa's-.D- Rti)2.10.4.4(21.In lieu ofthecomer return.a hold down 2. ALL SAWN BEAMS,HEADERS,POSTS,LINTELS,AND GIRDERS,4"NOMINAL,SHALL BE T __ anions' de`io:e Win n minimum uPhN desgn svlue nrx(gpnmds DOUGLAS FIR-LARCH#2 OR BETTER Fv=95 psi, Fb=875 pill,e=1600000 psi;6"NOM,SHALL I _ .. BE DOUGLAS FIR-LARCH#1 OR BETTER Fv=85 psi,Fb=875 psi, p 1 CONnn_uo0s SHEATABLE T2Hri'i METHODS E=1300000psi UNLESS NOTED OTHERWISE ON PLAN. 3• - KILN DRIED DOUGLAS FIR 24 F-V4 OR BETTER, L--. '' MF.1r10D I MATEm1L MINIIeUM THII.N SR IGIINE CONI1ECTp CRITEm _ _ _ _ I :s• I Yl6 YPj^ J y SHALL 8E K ER v 75 pal Fb 2400 psi,E 1500000 psi W',xdam,na•dpnnal �,,I npryxM,xl ga--nedia(4r. rERSCRIPTIVE RESIDENTIAL ENERGY CODE PLAN NOTES r +� m s'yrering IpFr edges]1,11 I I r. n•pa +mermed,me 1. CONSTRUCTION SHALL COMPLY WITH 2O09 WASHINGTON STATE ENERGY CODE. III I ! ,I I I "- -"- 1�n� CLIMATE ZONE 1_ 3. PROVIDE ENERALWITH INSULATION,PER PRESCRIPTIVE ENERGY CODE REQUIREMENTS,AT WARM - - wood mnemeal WALLS,EXTERIOR WALLS OF LIVING SPACE AND FLOOR/BASEMENT CEILING. I I I I 1.S-O t garage,"� €I bp1Pm ^ I 4Rr33. i 5. PROVIDE SOUND INSULATION AT PERIMETERS OF ALL INTERIOR ROOMS. pponingn road ly" j see I'll I'SW'SP PROVIDE OUTSIDE AIR AT GAS APPLIANCE LOCATIONS. p��Jr�� p 11 PROVIDE INLINE TANKLESS WATER HEATER(owner option)OR TANK WATER HEATER WITH I I SI ES IC BRACING ANCHORS&PRESSURE RELIEF VALVE WITH RELEASE TO EXTERIOR, vv �' y �'� NG ELEMENTS TO BE LOCATEDE 8A AFF,INSTALL AN NCOMPR SBLE R--10 INSULATION SA PNK AND OVERFLOW PAN W/DRAIN TO EXTERIOR, IAD UNDER WAT R HEA RNr'.Iu�.I.I TER 1.s PF Cu Imoon pn t l f -s -S yi See S-fi- !'( IF ELECTRIC AND LOCATED IN AN UNCONDITIONED SPACE.WRAP WATER HEATER W/ f j INSULATION BLANKET. _ 7. INSULATE WATER LINES IN UNHEATED AREAS. r� � F px:ndr w e r„n�r eu P,. - g. VENT EXHAUST FANS,WATER HEATER AND FURNACE TO EXTERIOR. ' �.. - h z'Ie l I 8.� t PROVIDE AND INSTAL,AT CRAWL SPACE,6 MIL BLACK VAPOR BARRIER WITH 12"LAP AT SEAMS -- '7- H. .o n`ed kau hwd,.nau M.pst�'0.Qi ji�,ll, II,JII Ies> HIS+IaI>h,,nhrr.Ienalln the m,.wr,nd and,,,,r. AND CONTINUOUS OVER FOOTINGS. R rdalion ur training hebw in aeaxdar-With Figure 10. HEAT DUCTS SHALL BE INSULATED USING R-8 INSULATION AND EXHAUST DUCTS SHALL BE l I0.4.40). INSULATED TO R4 U�„AyTD.I 2009INTERNATIONAL RESIDENNALCODEe 11.EXTERIOR DOORS SHALL BE WEATHER STRIPPED,ENTIRE PERIMETER. r+win1r�V I T:begin1.Thefirs[1Or-fire.mollvhnlihP Rnr<I To begin 1251en 1?RIOnmOfiamexh rabn doe bnxvd 12.PROVIDE WIND BAFFLES AT ROOF/CEILING INTERSECTION,MAINTAIN('AIRSPACE. { Lk I I r I I nvl/hole m SaAD;C DI ign Cateeolie,V 13;od C a,f a 13.INSULATION SHALL BE INSTALLED BEHIND PARTITIONS,IN CORNERS AND FITTED AROUND Ilk (M ri l m$menu'Dew Cakgx,es f4_IT.sd WIRING AND PLUMBING. p,o�idnT o,e of the f0h.ing is system 14 INSULATION SHALL BE INSTALLED BEHIND BATHTUBS AND SHOWERS. (/ -��- I A mm,mun 4 I r II)s I.S.SEAL PERIMETER OF OPENINGS AROUND INTERIOR PLUMBING PIPES IN EXTERIOR WALLS. x 3�/• �° 9 k - w+xxl sn I I p i s pe,,idedd if MNhh.k1< 10 INSTALL SHOWERS AND LAVATORIES WITH 3 gpm FLOW LIMITERS. ( - - '_I•'��T 1 I I - __ ofamrner m. f hip ,I r,in.1 17 RESH AIR SHALL BE SUPPLIED BY WALL OR WINDOW VENT PORTS IN EACH BEDROOM,KITCHEN, of Rom r04sippoetl,ehn,Mnu///in rot. 1 LIVING ROOM AND OTHER HABITABLE SPACES. E FA / /S --- ---------- z�_.- m accordance with Rgme Rr+n.In.4 4(4L o L A INGLE WHOLE HOUSE N THAT IS CONTROLLED BY A TIMER SET TO B.PROVIDE AND INSTAy. US !W - I1, o_,{ r-{ Li. ---_.. ,I 2. IbC hrrxedu,dl owleMaest nnhe axon d+ell OPERATE A MINIMUNA OF 8 HOURS PER DAY. 7j, /� 1-- ' d I �-i�I I '-- =,y I•I�1 1> r JLG4{fC "_-�:� hme a M,kl.duwn de.tee wih a nnnnm,m+rpl,a 19'INTERIOR DOORS SHALL BE UNDER CUT TO ALLOW ADEQUATE AIR MOVEMENT. design,aloe nl19, Iheb 15IpI Vlfnsnm,vl k, I 1. the said rat ore cdee+d dx/ I n/mnri p� PART ONE: r�' J 7/•�� - V'I - L___.- �I +I 1 !-{ �I I it JiI 1 V. - I c+t to tlw mrnr•,:n+I m lh'k l l .In o. 20•WHOLE HOUSE VENTILATION:WINDOW OR WALL VENT PORTS PER NOTE#17 ABOVE. SS _ 1 I 21.THE WHOLE HOUSE EXHAUST FAN SHALL BE INSTALLED AND CONTROLED VIA TIMER SET TO �' 0 - IT - Mluw m...sons,wnh(7. R+ nu 4 OPERATE A MIN.OF 8 HOURS IN A 24 HOUR PERIOD.THE FAN SIZE SHALL BE RATED AT 135CFM L V _ FOR A THREE BEDROOM HOME. v 22.PROVIDE EXHAUST FAN AT LAUNDRY AND BATHROOMS,VENT TO EXTERIOR. 23 KITCHEN EXHAUST FAN SHALL BE USED AS WHOLE HOUSE FAN.PROVIDE AND INSTALL 135 CFM TAIN E naoz.n ns fAN AS REQUIRED FOR ONE BEDROOM RESIDENCE. _ LENGTH REQUIREMENTS FOR BRACED WALL PANF.I S WItH CONTINUOUS SHEATHING'(Inches) - - --_ ADJACENT CLEAR WAIL HEIGIIT IIren PART TWO: OPENING HEIGHT - METHOD Paona.I e a � m n ,a INSULATION AND WINDOWS - - � -•--_"'-- � 64 zy -` _ OPTION PER WSEC-TABLE 6-1 fix ?D I" WALLS-UTILIZE O 2 2 x 6 CONSTRUCTION '16 p) GLAZING- 25%FLOOR AREA 72 26 27 U-FACTOR- IDOUBLE PANE LOW-E ARGON 76 ! zv , ao - TOTAL GLAZING AREA 110 sf Provided Per Unit I _- TOTAL HEATED AREA 448 of Allowed Per Unit xN_ 11 30 TOTAL WINDOW AREA DIVIDED BY TOTAL HEATED AREA=GLAZING_ ING ++// CEILINGS- R-49 BATT IN INSULATION ALLOWED-USE R-38 DENSE BATT INSUL.W/ADV. I� 'I,'G\/��I I�i� I I'I I I ♦ E"-I - '-_.I 8a 19 n ; yg 1, L 36- - :; WALLS- R-21 BATT INSULATION ALLOWED- USE R-21 DENSE BATT(R-10 @ Headers) c, t�.•/ 1 I (JI w /- I/•I I I I.JI I y - - FLOORS- R-30 BATT INSULATION ALLOWED Q FRAMED FLOORS- USE R-30 BATT X x 42 CS-N'Sp -_.. ._.- uxl. j - _ �.4 +s _ ELEVATION NOTES _104.-. Ig 1. ALL EXTERIOR WALLS TO HAVE 1 x LAP SIDING,AS SHOWN ON ELEVATIONS.PROVIDE CEDAR IC TRIM AS SHOWN ON ELEVATIONS.THE INTENT IS TO MATCH DETAILING OF MAIN HOUSE. 2. PROVIDE METAL GUTTES ON 2 x CEDAR 17 3. ROOFING MATEIRIALL TO BE SHINGLES NUOUS TO MATCH MAIN H USE(A.OR ASPHALT COMPOSITIONS f11 SHINGLES(OWNER OPTION AT CONSTRUCTION)PROVIDE VENT __ -- I .Ix 5, TRIM ALLL WINDOWS AND DOOIRS WITH 2 x RIDGENUOUS SCREENED CEDAR WITH PRE-FINISHED METAL DRIP- ' I?-' _. r,6 FLASHING.CAULK ENTIRE PERIMETER,(UNO). 114 CITY OF ARLINGTON =J BUILDING DEPARTMENT , I '"`'""' OFFICE COPY APPROVED Told II d-: DATE S UT yx,�• By N CHA GES AUTHORIZED 5•� (/ UNLESS APPROVED BY TH L RESIDENTIAL - ... _ ADDITION: ` _ .- __.. _ _ -�:__.._) I - I WR �EWART FAMILY ! 20701 ANNA LANE ARLINGTON, WASHINGTON RECEIVED APR 26 2011 COA PERMIT CENTER Gonzales Design Partners �'r Qt1•,III H✓�j6jl(4 P.O.Sox 97 "A._ 6823-211 th Place NE '!GDP 04/06/11 A Arlington,Washington 98223