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HomeMy WebLinkAbout18817 42nd Drive NE_BLD1684_2026 p w a Z O m m Q ` d w 00 a Q w C ZO U z a U a z z z \ clf a- 200, W J� LO z O O ~ W LA.Li L zH Uwa w 0> Z �w O � LL ZW m w m aC) w i O ❑g W z = Y o w z "L � ¢ F z o ww w � W Z O a w 3 0 z ¢ w a o 3 DC Sq � ❑ w � z - o aV Z w0 z a mLO o Z Q U O O F_ Oo 0 Oz mp aw w 2 w 3 Nz o zz O wXow oa Cw U of p OZ A H Z Y a z Q E O Q ❑ i' J a z ° J QI o vow z ' zw m z 0 '0 a.m ¢ :rop le IL Z m 0 ! F- ` P2 Q 0N _O ma w cl� O z mdU o LLyo O w z W w ¢ Fwfcr w z p w O 1+ U�F�Wj ai w o ¢ w >, z m U o LL \J �� w V Cl)~ g a w Y H F- a. \ ¢ V = z Z O w a wo cn z w m a z � U a a u~i O ¢ 3 0 o Z ❑ ❑ ❑ ❑ 0 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE -Arlington,WA 98223 - Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: yy) /U 'ir— 6"t z 1 Plat: 'Z 0-1 _04�' r Single-family 0! Duplex Ol Townhouse 01 Addition 01 Accessory structure Proposed Area: 1" Floor: i Z?? LJ 2nd Floor: z Garage: Total SF: "Z9 U Describe Proposal (include cross street): Valuation: ' 33 ' ,.0 7 ( 70 Owner: was rt- Address: 41 rl cry �� City: ��►� State: Zip Code: Phone: Yzs ?60 - Z�v EmaiL��t�l��3��id:��;.�,c�s►. Applicant: Address: City: State: Zip Code: Phone: Email: Contractor:Address: City:City: State: Zip Code: Phone: - _ _-- _ Email: kV�_I'_ C�w^- R Contact Person: 1 �;�; �� � License Number: Expiration: Received OCT 0 9 2017 6l16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development ��itNG�O City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) 0 Bath/Shower Combo (4.0) x Z Sink (1.5) x , ❑ Shower (2.0) x ❑ Lavatory (1.0) x 0 Clothes Washer (4.0) x I ❑! Water Closet (2.5) x ❑ Dishwasher (1.5) x OT Water Heater x I Q Hose Bibb (2.5) x •� Water Heater Model # —1 10 5C� Other (list) x Plumbing Section Continued ► Proposed Water Piping Size: r Li Proposed DWV Material: �S Proposed Piping Material: �i`r, Proposed DWV Size: 3 �` • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development Chy of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 lriVG'S Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model # AFUE ❑1 Heat Pump Model # SEER HSPE �l AC Unit Model # SEER Ell Type II Hood Commercial Cooking Appliance ! Hydronic Piping �! Boiler D Solid-Fuel Appliance ) PV System Fireplace Insert Outdoor BBQ CJi Storage Tank �. Freestanding Stove Gas Piping CJ! Other Gas Piping Information Not Applicable: ; Pipe Material: sr. Pipe Size: / Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: -301 • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: 1 Date: Print Applicants Name: has f ►�Z� 6/16LP Page 3 of 3 CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 188xx 42nd Drive NE Permit#:1684 Parcel#:31051600302200 Valuation:340000.00 OWNER APPLICANT CONTRACTOR Name:WEST COAST BUILDING INC Name:West Coast Building Inc. Name:West Coast Building,Inc. Address:7419 204TH ST NE Address:7419 204th Street NE Address:7419 204th Street NE City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:425-760-4240 Phone:425-760-4240 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: V-13 DWELLING UNITS: 1 OCC GROUP: R-3 BUILDINGS: OCC LOAD: 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. IBC110/IRCI 10. SALES TAX i IC: ales tax re ng to • struction and construction materials in the City of Arlington must be reported on your sales tax return form and coded C" f gton#3l0 . J ag k'`�w.►..e I l 3� Signature Print Namebate' Released By Dat CONDITIONS See red-lined drawings. Adhere to approved plans. THIS PERMIT AUTHORIZS 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. PERMIT FEES Date Description Fee Amount 11/22/2017 Building Permit Fee $3,322,41 11/22/2017 Building Plan Review Fee $2,154.41 11/22/2017 Furnace $25.00 11/22/2017 Gas Outlets Base Fee 1 to 5 $10.00 11/22/2017 Mechanical Fee(Enter Fixture Fee) $25.00 11/22/2017 Mechanical Permit Base Fee $25.00 11/22/2017 Plumbing Permit Base Fee $25.00 11/22/2017 Plumbing Permit Fee(Enter Fixture Fee) $204.00 11/22/2017 Processing/Technology Fee $25.00 11/22/2017 State Building Code Surcharge Fee $4.50 11/22/2017 Water Heater $25.00 Total Due: $5,845.32 Total Payment: $2,154.41 11;llaucc Ihrc: ti3,6911.91 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: Drive NE Permit#: 1684 Parcel#:31051600302200 Valuation:340000.00 OWNER APPLICANT CONTRACTOR Name:WEST COAST BUILDING INC Name:West Coast Building Inc. Name:West Coast Building,Inc. Address:7419 204TH ST NE Address:7419 204th Street NE Address:7419 204th Street NE City,State Zip:ARLINGTON,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:425-760-4240 Phone:425-760-4240 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: `/_$ DWELLING UNITS: 1 OCC GROUP: R-3 BUILDINGS: OCC LOAD: 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. IBCI 10/IRC110. SALESA' f .ales tax re ng to struction and construction materials in the City of Arlington must be reported on your sales tax return form and codgton#3 l0 . 11 51) Signature Print Name batc, Released By Dat CONDITIONS See red-lined drawings. Adhere to approved plans. THIS PERMIT AUTHORIZS 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, PERMIT FEES Date Description Fee Amount 11/22/2017 Building Permit Fee $3,322.41 11/22/2017 Building Plan Review Fee $2,154.41 11/22/2017 Furnace $25.00 11/22/2017 Gas Outlets Base Fee 1 to 5 $10.00 11/22/2017 Mechanical Fee(Enter Fixture Fee) $25.00 11/22/2017 Mechanical Permit Base Fee $25.00 11/22/2017 Plumbing Permit Base Fee $25 00 11/22/2017 Plumbing Permit Fee(Enter Fixture Fee) $204 00 11/22/2017 Processing/Technology Fee $25.00 11/22/2017 State Building Code Surcharge Fee $4.50 11/22/2017 Water Heater $25.00 Total Due: $5,845.32 Total Payment: $2,154.41 Balance Due: S3,690.91 CALL FOR INSPECTIONS BUILDING(360)403-3417 NVIten calling for an inspection please leave the following information: Permit Number, I'ype of Inspection being requested,and whether you prefer morning or afternoon Permit Information Date 10/9/2017 Permit Number 1684 Project Name West Coast Building Inc. Applicant Name West Coast Building Inc. Applicant Address 7419 204th Street NE City,State,Zip Arlington,WA 98223 Contact Trisha Steffins Phone 425-760-4240 Email info@webuilidnginc.com Permit Type Single Family Residence Site Address 42nd Drive NE Valuation 340000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load V-B Number of Stories 0 Proposed Use SFR Assigned To Kristin Foster Contractors Contractor Name Primary Phone Email Contractor License License# Contact Type West Coast Building, Trisha Steffins 25-760- info@wcbuildinginc.cornCONTRACTOR Labor and ESTCCB833C2. Inc. 240 Industries Review Date Type Description Target Date Completed Date Assigned To Status 10/12/2017 lResidential Dwelling 1 011 9/201 7 1 lKevin Olander 11n Review Fees Fee Description Notes Amount Building_ Plan Review Feel 345.83.00 OC $2,154.41 TotaO $2.154.41 Payments Date Paid By Amount I Description Payment Type Accepted By 10/9/2017 West Coast Building,Inc. $2,154.411 Pheck#2780 Kristin Foster Total $2,154.411 Amount Outstanding:$0.O1 Uploaded Files Upload File Date File Uploaded B 10/12/2017 8 16:40 AM 11684 Application.pdf Foster, Kristin I )( Permit Information Date 10/9/2017 Permit Number 1683 Project Name West Coast Building Inc. Applicant Name West Coast Building Inc. Applicant Address 7419 204th Street NE City, State,Zip Arlington,WA 98223 Contact Trisha Steffins Phone 425-760-4240 Email info@wcbuildinginc.com Permit Type ZON Site Address 42nd Drive NE Valuation 340000.00 Status Applied Permit Issued Permit Expires Square Feet 3276 Type of Construction/Occupancy Load V-B Number of Stories 0 Proposed Use SFR Assigned To Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 31051600302200 UNKNOWN,UNKNOWN WEST COAST BUILDING INC 910 Undeveloped(Vacant)Land Contractors Contractor Name Primary Phone Email Contractor License License# Contact Type West Coast Building, 25-760 nfo@wcbuildinginccor Labor and niGCTCCRazzC� Inc. Trisha Steffins 240 . riCONTRACTOR Industries Review DateType! Description Target Completed Assigned Status Date Date To 11/8/2017' ON No land use issues for this lot.However,the house is strangely situated 1/14/2017' my Complete on the lot. Rusko 11/8/2017 ON 11/14/2017 Kevin In Olander Review 11/8/2017 ON Current Water and Sewer connection charges will apply, LT 1 1/14/201 7 1 1/9/201 7 R Admin Complete 11/8/201 TONrhere is a six inch sewer stub to this property JL 11/14/201711114/2017 PW-Sew- Complete Rev a service for this lot is on 42nd Drive N.E. Was installed during the 11/8/201 ONri,aridge Court Development.Service supply from the meter to the lot is 1/14l201711/9/2017 PW-Wat- omplete developers responsibility.The well for this lot was de-commissioned Rev 4-18-2017.GS Notes Date Note 10/20/2017 Follow up email sent in regards to site plan clarification. KF 10/12/2017 Sent a follow up email in regards to the site plan.KF 10/9/2017 Emailed for clarification of the site plan.KF Uploaded Files Upload File Date File Uploaded By 1 1/8/201 7 4:13:41 PM 1683 Application.pdf Foster, Kristin X 11/8/20174:13:41 PM 1683 Site Plan.pdf Foster, Kristin RESIDENTIAL ZONING VERIFICATION APPLICATION Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington, WA 98223• Phone(360)403-3551 (Please allow 72 hours for review) Project Address: j�$ J(o f—� )-)F ✓t IL Plat: Owner/Applicant: 4— i i vti� Address: ?�-(6`f Lb City: r 1 State: 'I.JS Zip Code: Phone: 3(eo — L-fG-1— 1ODo Email: '^A egt> L JL Describe Proposal include cross street): !/�2(_J Please check one: �I Single-family dwelling ❑1 Duplex ❑J Addition Di Accessory structure 1. Proposed Dimensions: W) L4 _V_ L) L4 Z H) Total SF) / , ,5q6) 2. Allowed Lot Coverage: Total Lot Size �f i t'�7•G SF x 35% = 3 ZO ( SF 3. Actual Lot Coverage: (SF of all structures') O = (lot size) = Z/ ' % 4. Septic Tank? ❑Yes C(No Private Well on Site? ❑Yes Wo If so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12"diameter will be removed? if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that apply) Fire Sprinkler System U' Medical Equipment Lawn Sprinkler System Livestock Drinking Tanks u; Decorative Pond/Fountain Hot Tub Re-circulating Heating System u, Swimming Pool Other Applicant Signature: Date: This square footage should inclu a the footprint area of all structures on the property including. house, garages, sheds, covered patios, and decks permitted by he building code. Rev 04/2013 h 'p I Kb ;' 1 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington - 18204 59th Ave NE -Arlington,WA 98223 - Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: 1 g$); ,f 6-�, 60t Z) Plat: 14—0-1 —0 _T' f:�S r Single-family E J Duplex Townhouse Q' Addition Accessory structure Proposed Area: 111 Floor: I,Z J 2"d Floor: j y Z Garage: S590 Total SF: ZE'66 Describe Proposal (include cross street): Valuation: S3 ( ,.0 7 l 70 Owner: Address: �41 1y� S� City:>`I����ry`)� State: IN� Zip Code: Phone: `]z-S _760 y-ZS�c> Email:"S�L�l�e3�lfdo,�y,.� ccrFr. Applicant: Address: City: State: Zip Code: Phone: Email: Contractor: Address: City: State: Zip Code: _ Phone: Email: iv'L Contact Person: 1 r,S �e ;,� \— License Number: Expiration: 6I16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development l'1VG City of Arlington• 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 � 't Plumbing Section (continue filling out if plumbing is involved} (Check all that apply and indicate the number of fixtures proposed) 0 Bath/Shower Combo (4.0) x Q; Sink (1.5) x , [� Shower (2.0) x ❑ Lavatory (1.0) x fJ Clothes Washer (4.0) x I ❑�, Water Closet (2.5) x 2 ❑ Dishwasher (1.5) x Q; Water Heater x i Hose Bibb (2.5) x •� Water Heater Model # 1 O 15O ❑, Other (list) x Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: A315 Proposed Piping Material: �� Proposed DWV Size: 3 • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) (9/ &P Page 2 of 3 i i RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model # AFUE �I Heat Pump Model # SEER HSPE AC Unit Model # SEER Type II Hood Q Commercial Cooking Appliance Q! Hydronic Piping ❑I Boiler 1�1 Solid-Fuel Appliance PV System Fireplace Insert Q. Outdoor BBQ Storage Tank Freestanding Stove Gas Piping 0; Other Gas Piping Information Not Applicable: [ j Pipe Material: 3cnr. Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: -30 i • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: X/Z__/ Date: Print Applicants Name: 3o3 � ' ►^`Z�/ 6/16LP Page 3 of 3 � U U n " n U — � e . Kristin Foster From: James Anderson <james@wcbuildinginc.com> Sent: Tuesday, November 07, 2017 8:52 AM To: Kristin Foster Subject: Fwd:Arlington site plan Attachments: 8001-Site Plan-Lot 2-201701107.pdf Here is the revised site plan you requested Get Outlook for iOS From: Erik Pipkin<erikp@interwest.biz> Sent:Tuesday, November 7, 2017 8:48:23 AM To:Josh Tremmel;James Anderson Cc: Brian Gullikson Subject:Arlington site plan Please see attached revised site plan per your markup requesting additional dimensions and garage location. Regards, Erik Pipkin 1 i I I Kristin Foster From: Kristin Foster Sent: Friday, October 20, 2017 1:26 PM To: 'info@wcbuilding.com' Subject: 42nd Drive NE Building Permit Attachments: 42nd Drive NE Site Plan.pdf Attached is the site plan that we submitted for a SFR on 42nd Drive NE. It appears per the site plan that the front of the home and garage face the East, can this please be verified?Whichever direction the home is facing I do need a dimension showing the front yard setback. I will be unable to issue the building permit until receive a dimensioned site plan and it has been approved. Let me know if you have any questions. Thanks, Kristin Foster Permit Technician City of Arlington 18204 59t"Ave NE Arlington, WA 98223 360 403 3549 kfoster@arlinp,tonwa.gov i I i Kristin Foster From: Kristin Foster Sent: Thursday, October 12, 2017 8:28 AM To: 'info@wcbuilding.com' Subject: RE: 18815 42nd Drive NE Site Plan Good Morning, Just following up on the email below in regards to the site plan. Thanks Kristin Foster Permit Technician City of Arlington 18204 591h Ave NE Arlington, WA 98223 360 403 3549 kfoster@arlinetonwa.gov From: Kristin Foster Sent: Monday,October 09, 2017 3:42 PM To:'info@wcbuild ing.com'<info@wcbuilding.com> Subject: RE: 18815 42nd Drive NE Site Plan Sorry, I took the address from the application. It is 42nd Drive instead of 46th. Thanks Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE Arlington, WA 98223 360 403 3549 kfoster@arlingtonwa.gov From: Kristin Foster Sent: Monday, October 09, 2017 3:40 PM To:'info @wcbuilding.com'<info@wcbuil� > Subject: 18815 46th Drive NE Site Plan Hello, From the site plan it appears that the garage is facing the West? If so, can you please provide a dimension from the front of the garage to the property line? Or should the site plan show the garage facing the North as the property is accessed from the Northwest corner? Either way I do need a dimension from the front of the garage to the property line. Thanks! t Kristin Foster Permit Technician City of Arlington 18204 59th Ave NE Arlington, WA 98223 360 403 3549 kfoster@arIingtonwa.gov 2 10/9/2017 WEST COAST BUILDING INC Search L&I \J,hul.t ilrl�, A!ti L&I Safely&Health Clain:,& Insurance �/Wirkplace Rights Tradk-;s &Licensing Washington State Department of Labor & Industries WEST COAST BUILDING INC Owner or tradesperson 7419 204TH ST NE TREMMEL,JOSHUA ANDREW ARLINGTON,WA 98223 425-760-4240 Principals SNOHOMISH County TREMMEL,JOSHUA ANDREW,PRESIDENT STEFFINS,TRISHA RACHAEL,VICE PRESIDENT TREMMEL,CURTIS JOSEPH,TREASURER WA UBI No. Business type 604 037157 Corporation License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. WESTCCB833CZ Effective—expiration 03/24/2017—03/24/2019 Bond American Contractors Indem CO $12,000.00 Bond account no. 100336929 Received by L&I Effective date 02/06/2017 01/27/2017 Expiration date Until Canceled Insurance Wesco Insurance Co $1,000,000.00 Policy no. WPP151565200 Received by L&i Effective date 03/24/2017 12/08/2016 Expiration date 1 2/0 81201 7 Savings No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L&I Tax debts 3 Wp, us lrilpr+V4� https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=604037157&LIC=WESTCCB833CZ&SAW= 1/2 ,, S_• I I I 1 10/9/2017 WEST COAST BUILDING INC No L&I tax debts are recorded for this contrac cense during the previous 6 year period,but some may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp No active workers'comp accounts during the previous 6 year period. Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. ©Washington State Dept.of Labor&Industries,Use of this site is subject to the laws of the state of Washington. https://secure.Ini.wa.gov/verify/Detail.aspx?UBI=604037157&LIC=WESTCCB833CZ&SAW= 2/2 i �ti- ,� i r`- Life Safety Continued / 311.2 Doors: 3 feet min. @ 6-8" IYes v I No 311.3 Landings: TX 3' min. Yes No 311.4 Vertical Egress Yes I ✓�` No 311.5.1 Landing Attachment Yes ✓ No 311.6 Hallway Width 3 feet min, Yes p/ No 311.7.1 Stairway Width 3 feet min, IYes No 311.7.2 Headroom 6' -8" min. Yes No 311.7.4 Stairs: 7 3/4" Max/10" Min. Yes 1/ No 311.7.4.3 Handrail Profile Yes No 311.7.7 Handrails-4 plus risers Yes No 311.8 Ramps _ Yes No 312.1 Guards-30 plus inches Yes No 312.2 Guard Height-36-inches min. Yes No 314 Smoke Detection Yes No 315 CO Detection Yes ,r/ No 316 7Foam Plastic Yes No 325 &326 Adult Home/Day Cares Yes No Floor Systems 502.2..... Deck Ledger Connection Yes INo 502.2.2.3 Lateral Load Connection or Engineered IYes i/ No 502.3 Allowable Joist Spans or TJ­S — Yes �/ No 502.10. Headers/Openings Yes d No 502.11 Trusses or Rafter/Joist Yes No 502.12! Draftstopping: 1,OOOsf max. Yes No 504 Pressure Treated Wood iYes No 506 Concrete Floors: 3.5 inches min. IYes ✓ iNo Wall Systems 602.3 Wood Wall Framing and Plates Yes INo 602.3.1 Fastener Schedules (2, 3, 4, 5) Yes No 602.9 Cripple Walls: Less than 14" or 4' Yes No ' 602.10.� Wall Bracing Engineered or Prescriptive Yes No 602.10.3.2 Alternate Braced Wall Panel Yes / No 602.10.9 Cripple Wall Bracing Yes No 602.11.2 Stepped Foundations Yes No 602.12.1 Veneer Yes No 610.1 Glass Unit Masonry Yes No 612 Exterior Windows/Doors Yes No 702.1 jlnterior Wall Covering Yes s No 703 Exterior Wall Coverings(WAC) 'Yes ✓ No 703.4 Stone/Masonry Veneer IYes INo Roof/Ceiling 801.3 iRoof Drainage (SD-14), A �\� /, IYes l�` No 802.3 Ridge Beams:<3:12 pitch Yes No 802.4 Ceiling Joist Span:Truss or Platform Yes No 802.5 Rafter Spans:Truss or Platform Yes 7/ No 802.11 Roof Tie-Downs(48" o.c.) Yes No RESIDENTIAL PLAN PLAN REVIEW Owner Address Building Type Singl IDuplex I Townhouse Type of Work Existing INew Reviewed By Date Design Criteria 301.1 j Engineered Prescriptive 301.2 Loads:Tables 301.5 -301.7 ! Yes No i 302.1 Location on Lot: 5 feet/35% maximum Yes No 0E�` 302.2 ITownhouse Separation Yes No = 302.5.1 Garage Openings: 20-minute door Yes ✓ No 302.6 Garage Separation I Yes No Footings and Stem Walls 401.4.1 Soils: Geotech or Prescriptive 403.1 Footings:(2)#4's continuous IYes No T403.1 Footing Size IYes No 403.1.2 Continuous Footings(D2) Yes No j 403.1.3 jVertical Reinforcement: #4 @ 4'/hook Yes ✓ No 403.1.3.1 'Stem Wall: (2)#4's horizontal Yes i ✓ No 403.1.1,6 Foundation anchors: 1/2 inch @ 6' Yes ` No 403.1.7.1 'Clearances from Slopes _ Yes ,/ No 404 Founrlatinn walls(see Tablesl Yas `� No .1.2.3.7.3 Wall Openings: Verts within 12" ea. Side Yes 'No 405.1 Foundation Drainage or exception Yes - No 406.1 Damproofing (basement) Yes No 407 Columns:4 X 4 and R317 Yes I �/ No 408.2 Crawl Vents 1:300 and 3' of corners Yes c No 408.3 Unvented Crawl Space Yes No 408.4 Crawl Access: 16 x 24 or 18 x 24 Yes ` No Architectural 303 Light/Ventilation: 8%and 4% Yes No 303.2 Whole House Fan Yes ✓ No 303.3 Bathrooms: 3%or 50cfm Yes No - 303.6 Stairway Illumination I 4YesNo 304.1 Habitable Rooms: 120sf min. No 304.2 Other Rooms: 70sf min. Yes No 305.1 Ceiling Height: 7 feet min. 1Yes No 307.1 Plumbing Fixture Clearance Yes -% No 308.4 Safety Glazing: Hazardous Locations Yes z/ No Life Safety 310.1 Emergency Rescue Windows: 5sf/5.7sf Yes INo 310.2 Window Wells Yes JNo 803 Roof Sheathing Yes No 806 Roof Ventilation: 1/150 high and low Yes 1No 807.1 Attic Access: 22" X 30" Yes No 905.2.7 Underlayment Yes `/ �No� Mechanical Systems Chapter 10 Chimney and Fireplaces _ Yes ,/ INo 1305.1 Equipment Access: 30" X 30" Yes No ✓ 1305.1.3 Appliances in Attics_ Yes No 1305.1.4.1 Ground Clearnaces: 3" Concrete Slab Yes No 1307.2 jAnchorgae of Appliances Yes ✓ No 1307.3 Elevation of Ignition Source Yes •f No 1307.3.1 Protection from Impact Yes ✓ No 1401.3 Equipment Sizing: WSEC Yes .= No Chapter 14 Specific Appliances Yes - No 1502 Clothes Dryer Exhaust: 25'or M.I. Yes No 1502.4.5 Length Identification `I Yes No Chapter 18 Chimneys and Vents Yes No Chapter 24 Fuel Gas and Piping Yes No Plumbing-UPC WSEC and Lighting:See Energy Code Plan Review i I i i I i NASH &ASSOCIATES A RC H I T E C T S CITY OF ARLINGTON BUILDING DEPARTMENT APPROVED DATE BY o NO CH NGES AUTHORIZED UNLESS APPROVED BY THE BUILDING INSPECTOR OFFICE COPY PLAN 2686 I BEAM, LATERAL AND SEISMIC CALCULATIONS 2512 R ;ISTEFZED ,;Hi EC t G Y AS NASH STATE SHIN TON Received OCT 092017 2015 IBC VAP 1W4 JULY 1, 2016 8003 118th AVE NE Kirkland, WA 90033 (426) 828-4117 WWW.NASH-ARC HrMCTS.COM C-..-,�nr�--�.-,ea-�r:_ .. ._ _ .. i �iw c._ � � .. y ~{ k i o-�AMr �-- �.. ..7� - .. :% � _ t � •' CLIENT: NASH-ASSOCIATES BEAM DESIGN DATA PROJECT- ARC 111'1'ECTS DATE: NAUME: Roof Loads: LL 25#/sf DL 15 #/sf Total 40#/sf Unless Noted Otherwise Floor Loads: LL 40 /sf DL 10 /sf Total 50#/sf Deck Loads: LL 80#/sf DL 10 #/sf Total 70#/sf Soil: 1500 PSF Min. Concrete: Per IBC 15 Masonry: Per 113C 15 Steel: Per IDC 15 Wood: Per D3C 15 Nailing: Per IDC 15 4" Beam Douglas Fir #2 fv = 180 fb = 900 PSI E = 1,600,000 8" Beam Douglas Fir #2 fv = 170 fb = 875 PSI E = 1,300,000 Joists & Hem Fir #2 Rafters: fv = 150 fb = 850 PSI E = 1,300,000 Glu—Lam Beams: fv = 240 PSI fb = 2,400 PSI (reduced by size factor, CIMIG) E = 1,800,000 8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117 WWW.NASH—ARCEMCTS.COM I I I PLAN 2686 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2686 BEDROOM THREE R B-1 Date: 3/11/14 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.1 in' R2= 1.7 in' (1.5) DL Defl= 0.02 in Data I Beam Span 5.0 ft Reaction 1 LL 1823# Reaction 2 LL 603# Beam Wt per ft 7.87 # Reaction 1 TL 3199# Reaction 2 TL 1049# Bm Wt Included 39# Maximum V 3199# Max Moment 2864'# Max V(Reduced) 2669# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (In') Shear Qn2) TL Defl (in) LL Defl Actual 49.91 32.38 0.04 0.02 Critical 31.82 22.24 0.25 0.17 Status OK OK OK OK Ratio 64% 69% 15% 11% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Adiusted Values 1080 180 1.6 625 flrc�sfinents CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Il JI C Point LL Paint TL Distance Par Unif LL Par Unif TL Start End 1600 B=2889 1.0 425 H =680 0 1.0 100 1= 160 1.0 50 I ] H Pt loads: B 0 0 R1 =3199 R2= 1049 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. i :, �� PLAN 2686 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2686 BEDROOM FOUR RB-2 Date:3/11/14 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.6 in R2=2.7 in' (1.5)DL Defl= 0.03 in Recom Camber=0.05 in Data Beam Span 5.0 ft Reaction 1 LL 17304 Reaction 2 LL 1020# Beam Wt per ft 6.83# Reaction 1 TL 2982# Reaction 2 TL 1781 # Bm Wt Included 34# Maximum V 2982# Max Moment 4592 W Max V(Reduced) 2467# TL Max Defl L/240 TL Actual Defl L/964 LL Max Deft L/360 LL Actual Defl L/>1000 Attributes Section (ice_ Shear n TL Defl in LL Defl Actual 42.19 28.13 0.06 0.03 Critical 22.96 15.42 0.25 0.17 Status OK OK OK OK Ratio 54% 55% 25% 18% Fb(psi) Fv(psi) E(psi x miD Fc1-(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1 00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1600 B=2889 2.0 425 H=680 0 2.0 100 1 = 160 2.0 5.0 I H Pt loads: B R1 =2982 R2= 1781 SPAN=5FT Uniform and partial uniform loads are Ibs per lineal ft. I I i PLAN 2686 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2686 DEN/GUEST B-1 Date: 3/11/14 Selection 1 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=5.5 in R2= 1.5 in (1.5) DL Defl= 0.02 in Data Beam Span 5.0 ft Reaction 1 LL 1841 # Reaction 2 LL 407# Beam Wt per ft 7.87# Reaction 1 TL 3408# Reaction 2 TL 929# Bm Wt Included 39# Maximum V 3408# Max Moment 3023'# Max V(Reduced) 2801 # TL Max Defl L/240 TLActual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(ink TL Defl(in) LL Defl Actual 49.91 32.38 0.04 0.02 Critical 33.59 23.34 0.25 0.17 Status OK OK OK OK Ratio 67% 72% 15% 9% Fb(psi) Fv(psi) E(psi x mil) Fc I Spsi Values Reference Values 900 180 1.6 625 Adiusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance Par Unif LL Par Unif TL Start End 1823 B=3198 1.0 425 H=780 0 1.0 I=80 1.0 5.0 I �_�H Pt loads: R1 =3408 R2=929 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. L r PLAN 2686 BeamChek v2011 licensed to:Michael-Johnson Reg#7992-66428 PLAN 2686 GREAT ROOM B-2 Date: 3/11/14 Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=8.8 in2 R2=8.8 in (1.5) DL Defl= 0.12 in Recom Camber=0.18 in Data Beam Span 14.0 ft Reaction 1 LL 4480# Reaction 2 LL 4480# Beam Wt per ft 16.81 # Reaction 1 TL 5718# Reaction 2 TL 5718# Bm Wt Included 235# Maximum V 5718# Max Moment 20012'# Max V(Reduced) 4799# TL Max Defl L/240 TL Actual Defl L/407 LL Max Defl L/360 LL Actual Defl L/575 Attribute Section it n� Shear(in2) TL Defl(in) LL Defl Actual 155.67 69.19 0.41 0.29 Critical 100.06 29.99 0.70 0.47 Status OK OK OK OK Ratio 64% 43% 59% 63% Fb(psi) Fv(psi) E(psi x mil) Fc I (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adlusfinents Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL.640 Uniform TL: 800 =A Uniform Load A R1 =5718 R2=5718 SPAN = 14FT Uniform and partial uniform loads are Ibs per lineal ft 1 1 I PLAN 2686 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2686 DINING ROOM B-3 Date: 3/11/14 Se ec i n 3-1/8x 9 GLIB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.9 inZ R2=4.9 in (1.5)DL Defl= 0.05 in Recom Camber=0.08 in Data I Beam Span 6.0 ft Reaction 1 LL 1995# Reaction 2 LL 1995# Beam Wt per ft 6.83 # Reaction 1 TL 3201 # Reaction 2 TL 3201 # Bm Wt Included 41 # Maximum V 3201 # Max Moment 4801 '# Max V(Reduced) 2400# TL Max Defl L/240 TL Actual Defl L/667 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in') TL_Defl(in) LL Defl Actual 42.19 28.13 0.11 0.06 Critical 24.00 15.00 0.30 0.20 Status OK OK OK OK Ratio 57% 53% 36% 28% Fb (psi) Fv (psi) E six mil Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjushpenls Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:665 Uniform TL: 1060 =A Uniform Load A 0 R1 =3201 R2 =3201 SPAN =6 FT Uniform and partial uniform loads are Ibs per lineal ft. i PLAN 2686 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2686 DINING ROOM B-4 Date:3/11/14 Selection 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.6 in' R2=2.6 in (1.5)DL Defl= 0.03 in Data Beam Span 8.0 ft Reaction 1 LL 1280# Reaction 2 LL 1280# Beam Wt per ft 7.87# Reaction 1 TL 1631 # Reaction 2 TL 1631 # Bm Wt Included 63# Maximum V 1631 # Max Moment 3263'# Max V(Reduced) 1317# TL Max Defl L/240 TL Actual Defl L/853 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Secdonsn° Shear(W) TL Defl (in) LL Defl Actual 49.91 32.38 0.11 0.08 Critical 36.25 10.98 0.40 0.27 Status OK OK OK OK Ratio 73% 34% 28% 30% Fb(psi) Fv(psi) E(psi x miq Fc-1 sl Values Reference Values 900 180 1.6 625 Adjusted Values 1080 180 1.6 625 Adjustments CF Size Factor 1.200 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:320 Uniform TL: 400 =A Uniform Load A 0 R1 = 1631 R2= 1631 SPAN=8FT Uniform and partial uniform loads are Ibs per lineal ft. 1 f PLAN 2686 BeamChek v2011 licensed to:Michael Johnson Reg# 7992-66428 PLAN 2686 GARAGE GB-1 Date: 3/11/14 Selection 17x 9-1/2 2.0E TJ Parallam W.S. PSL Lu =0.0 Ft Conditions NDS 2005 Min Bearing Area R1=8.9 in R2= 11.1 in' (1.5)DL Defl= 0.04 in Data Beam Span 5.0 ft Reaction 1 LL 3279# Reaction 2 LL 4119# Beam Wt per ft 20.78# Reaction 1 TL 5812# Reaction 2 TL 7225# Bm Wt Included 104# Maximum V 7225# Max Moment 13851 W Max V(Reduced) 6987# TL Max Defl L/240 TL Actual Defl L/855 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in Shear(in5 TL Defl n LL Defl Actual 105.29 66.50 0,07 0.03 Critical 71.98 55.16 0.25 0.17 Status OK OK OK OK Ratio 68% 83% 28% 20% Fb(psi) Fv(psi) E(psi x mil Fwl-(psi) Values Reference Values 2250 190 1.8 650 Adjusted Values 2309 190 1.8 650 Adiustmenls CF Size Factor 1.026 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 160 Uniform TL: 280 =A Point LL Point TL Distance 600 B=1117 1.0 5998 C= 10416 3.0 Uniform Load A Pt loads: U R1 =5812 R2=7225 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. i PLAN 2686 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2686 GARAGE GB-2 Date:3/11/14 Selection 15-118x 16-1/2 GLB 24F-V4 DFIDF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=8.1 in R2= 107 in' (1.5)DL Defl= 0.42 in Recom Camber=0.63 in Data Beam Span 18.0 ft Reaction 1 LL 2434# Reaction 2 LL 3620# Beam Wt per ft 20.55# Reaction 1 TL 5274# Reaction 2 TL 6973# Bm Wt Included 370# Maximum V 6973# Max Moment 32809'# Max V(Reduced) 6724# TL Max Defl L/240 TLActual Defl L/311 LL Max Defl L/360 LL Actual Defl L/786 Attribute Section i(n' Shear fln TL Defl in LL Defl Actual 232.55 84.56 0.69 0.27 Critical 166.76 42.03 0.90 0.60 Status OK OK OK OK Ratio 72% 50% 77% 46% _ FbSpsi) Fv(psi) E six mil) Fc-L(psi Values Reference Values 2400 240 1.8 650 Adjusted Values 2361 240 1.8 650 Adlustnients Cv Volume 0.984 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance_ Par Unif LL Par Unif TL Start End 3279 B=5812 13.0 175 H=405 0 13.0 100 1 = 160 13.0 18.0 I H Pt loads: 0 R1 =5274 R2=6973 SPAN= I8FT Uniform and partial uniform loads are Ibs per lineal ft. i PLAN 2686 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2686 GARAGE GB-3 Date: 3/11/14 Selection 5-118x 13-112 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=7.5 in2 R2=9.4 in2 (1.5) DL Defl= 0.18 in Recom Camber=0,27 in Data Beam Span 11.0 ft Reaction 1 LL 2289# Reaction 2 LL 3061 # Beam Wt per ft 16.81 # Reaction 1 TL 4878# Reaction 2 TL 6142# Bm Wt Included 185# Maximum V 6142# Max Moment 23170'# Max V(Reduced) 6033# TL Max Defl L/240 TL Actual Defl L/448 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(in') Shear(in') TL Defl(in) LL Defl Actual 155.67 69.19 0.29 0.12 Critical 115.85 37.71 0.55 0.37 Status OK OK OK OK Ratio 74% 54% 54% 32% Fb(psi) Fv(psi) E(psi x mil Fc I (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adiustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft LoadsUniform TL:80 =A Point LL Point TL Distance - 3620 B=6973 5.0 1730 C=2982 9.0 Uniform Load A Pt loads: LIB R1 =4878 R2=6142 SPAN = 11 FT Uniform and partial uniform loads are Ibs per lineal ft. i i C PLAN 2686 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2686 GARAGE GB-4 Date:3/11/14 Selection 15-1/8x 19-1/2 GLIB 24F-V4 DF/DF Lu=0.0 Ft Coni i n NDS 2005 Min Bearing Area R1= 10.8 in'R2= 19.5 inz (1.5) DL Defl= 0.29 in Recom Camber=0.43 in Data Beam Span 18.0 ft Reaction 1 LL 4319# Reaction 2 LL 7685# Beam Wt per ft 24.28# Reaction 1 TL 7018# Reaction 2 TL 12684# Bm Wt Included 437# Maximum V 12684# Max Moment 48790'# Max V(Reduced) 10760# TL Max Defl L/240 TLActual Defl L/370 LL Max Defl L/360 LL Actual Defl L/730 Attributes Section (inD. Shear in TL Defl in LL NO Actual 324.80 99.94 0.58 0.30 Critical 252.17 67.25 0.90 0.60 Status OK OK OK OK Ratio 78% 67% 65% 49% Fb si Fv(psi) E(psi x mil) Fc L (psi) Values Ied Values Reference Values 2400 240 1.8 650 Adiust 2322 240 1.8 650 Adjustments Cv Volume 0.967 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Lo Ads Point LL PointTL Distance Par Unif LL Par Unif TL Start End 4119 B=7225 13.0 320 H =480 0 13.0 745 1= 1160 13.0 18.0 i H Pt loads L lo: R1 =7016 R2= 12684 SPAN= 18 FT Uniform and partial uniform loads are Ibs per lineal ft. I I I .� - . . - � - - a PLAN 2686 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2686 GARAGE GB-5 Date: 3/11/14 Selection (2) 1-314x 9-1/4 1.9E TJ Microllam LVL Lu=0.0 Ft Lu @OH=0.0 Ft Conditions NDS 2005, Overhang Min Bearing Area R1=0.2 inz R2=4.0 in2 (1.5)DL Defl= 0.06 in. Data Beam Span 11,0 ft Reaction 1 LL 144# Reaction 2 LL 1540# Beam Wt per ft 8.32# Reaction 1 TL 160# Reaction 2 TL 2609# Bm Wt Included 108# Maximum V 1798# Overhang Length 2.0 ft Max Moment 3579'# Max V(Reduced) 1791 # Total Beam Length 13.0 ft TL Max Defl L/240 TL Actual Defl L/<-1000 OH TL Actual Defl L/439 LL Max Defl L/360 LL Actual Defl L/<-1000 OH LLActual Defl L/>1000 Attributes Section in') Shear in TL Defl (in) LL Defl OH TL Defl OH LL Defl Actual 49.91 32.38 -0.06 -0.02 0.11 0.05 Critical 18.42 14.14 0.55 0.37 0.20 0.13 Status OK OK OK OK OK OK Ratio 37% 44% 11% 5% 55% 35% Fb(psi) Fv(psi) E(psi x mil) Fc L (psi) Values Reference Values 2250 190 1.8 650 Adjusted Values 2331 190 1.8 650 Adfusfinents CF Size Factor 1.036 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Cl Stability @ OH 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:60 Uniform TL:80 =A (Uniform Ld on Backs an Point LL Point TL Distance 1024 F= 1781 (OH) 2.0 Uniform Load A Pt loads I F i R1 = 160 R2=2609 BACKSPAN = 11 FT OH =2 FT Uniform and partial uniform loads are Ibs per lineal ft Overhanging load distances are from R2. i PLAN 2686 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2686 GARAGE GB-6 Date:3/11/14 Selection 5-118x 19-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Condition NDS 2005 Min Bearing Area R1= 12.2 in'R2= 11.8 in' (1.5) DL Defl= 0.05 in Recom Camber=0.08 in Date Beam Span 11.0 ft Reaction 1 LL 4938# Reaction 2 LL 4798# Beam Wt per ft 24.28# Reaction 1 TL 7937# Reaction 2 TL 7699# Bm Wt Included 267# Maximum V 7937# Max Moment 24880 W Max V(Reduced) 6012# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section in') Shear in TL Defl(in) LL Defl Actual 324.80 99.94 0.11 0.06 Critical 124.40 37.58 0.55 0.37 Status OK OK OK OK Ratio 38% 38% 19% 15% Fb(psi) Fv(psi) E(psi x mil). Fc I(psi) Value Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:746 Uniform TL: 1160 =A Point LL Point TL Distance 1540 B=2609 5.0 Uniform Load A Pt loads: R1 =7937 R2=7699 SPAN = 11 FT Uniform and partial uniform loads are Ibs per lineal ft. i Y PLAN 2686 BeamChek v2011 licensed to:Michael Johnson Reg#7992-66428 PLAN 2686 GARAGE GB-7 Date:3/11/14 Selection 3-1/8x 12 GLB 24F.V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.1 in R2=2.1 in' (1.5)DL Defl= 0.19 in Recom Camber--0.28 in Data Beam Span 16.0 ft Reaction 1 LL 800# Reaction 2 LL 800# Beam Wt per ft 9.11 # Reaction 1 TL 1353# Reaction 2 TL 1353# Bm Wt Included 146# Maximum V 1353# Max Moment 5412'# Max V(Reduced) 1184# TL Max Defl L/240 TL Actual Defl L/519 LL Max Defl L/360 LL Actual Defl L/>1000 A Outes Section W) Shear.ins) TL Defl in LL Defl Actual 75.00 37.50 0.37 0.18 Critical 27.06 7.40 0.80 0.53 Status OK OK OK OK Ratio 36% 20% 46% 34% Fb(psi) Fv(psi) E(psi x mll Fc Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Atl u, sr,r�enfs Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 100 Uniform TL: 160 =A Uniform Load A R1 = 1353 R2= 1353 SPAN= 16FT Uniform and partial uniform loads are Ibs per lineal ft. 3 CLIENT: NASH:ASSOCIATES WIND AND 5E15MIG DE516N DATA PROJECT: ARC[IITECTS PER 2015 IBG DATE: NAM . WIND DE516N CRITERIA DESIGN PER ASGE 1-10 I. NOMINAL/ULTIMATE WIND SPEED V/asd /Vult 85/110 mph 2. R15K CATEGORY II 1.00 3. WIND EXPOSURE CATEGORY "B" 4. INTERNAL PRE55L RE COEFFIGENT +/-55 5. COMPONENTS AND GLADDIN6 DESIGN PRESSURE +/- 16 psf BUILDINGS, STRUCTURES, AND PARTS THEREOF SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH STRENGTH DESIGN, LOAD,AND RESISTANCE FACTOR DESIGN,ALLOWABLE 5TRE55 DESIGN,EMPIRICAL DESIGN OR CONVENTIONAL CONSTRICTION METHODS, AS PERMITTED BY THE APPLICABLE MATERIAL CHAPTER,SECTION 1604.1 BUILDINGS, STRUCTURES,AND PARTS THEREOF, SHALL BE DESIGNED TO WITH5TAND WIND LOADS AS DEFINED IN SECTION 160q AND A5GE 1-10 51MPLIFIED METHOD TO 13E U5ED FOR WIND DESIGN PER ASGE 1-10, SECTION 2-15 (BUILDING HEIGHT 15 LE-55 THAN 160 FEET) 110 MPH ULTIMATE WIND SPEED USE I01.6 P517 PER TABLE 2'7b.l "EXP05URE B" WOOD DE51614 PER SECTIONS 2304-2306. 511;ZUCTURE5 USING WOOD SHEAR WALL5 AND DIAPHRA65M5 TO RE515T WIND, SEISMIC,AND ALL OTHER LATERAL LOADS SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH AF a PA 5DPW5 AND PR,OV1510N5 OF SECTIONS 2305-2306 5E15MIG DE516N DATA DESIGN PER A5GE 1-10/5ECTION Ib13 I. SEISMIC IMPORTANCE FACTOR la 1.00 2. SHORT PERIOD ACCELERATION 55 1.66 *see footnote at bottom of page 3. 1 SECOND ACCELERATION 51 *see footnote at bottom of page 4. 51TE CLA55 D (default class per IBG) 5. SPECTRAL RESPONSE COEFFICIENT Sw O.g12 *see footnote at bottom of page 6. SPECTRAL RESPONSE GOEFFIGENT 50, 0.148 *see footnote at bottom of page 1. SEISMIC DESIGN CATEGORY D 8. SEISMIC FORGE RESISTING SYSTEM PLYWOOD SHEAR WALLS q. DESIGN BASE: SHEAR (see seismic calculations) 10. SEISMIC RESPONSE COEFFIGENT Gs 0.13 II. RESPONSE MODIFICATION FACTOR R 65 12. ANALYSIS PROCEDURE EQUIVALENT LATERAL FORGE 15. R15K CATEGORY II THE ANCHORAGE OF WALLS SUPPORTING CONSTRUCTION SHALL BE BE DESIGNED IN ACCORDANCE WITH A5GE 1-10, SECTION 12.11.2 IN STRUCTURE5 ASSIGNED TO SEISMIC, DESIGN CATE60RY C-F, COLLECTOR ELEMENTS AND THEIR CONNECTIONS TO VERTICAL ELEMENTS SHALL BE DESIGNED TO RESIST MAXIMUM EFFECTS AS SPECIFIED IN A5CE 1-10,SEGTION 12.102.1 BASE SHEAR V= (F S,,/R)W ANCHOR BOLTS: 5/8" DIA X 10", A301 OR BETTER W/ 7" MIN. EMBEDMENT.V= 1104#/BOLT ° PER U565, THE MAXIMUM`-A IN THE STATE OF WASHIN6TON 15 0.146. ALL SEISMIC DESIGN VALUES USED IN THI5 ANALY515 ARE BASED UPON TH15 NUMBER. 51NGE 51 15 LESS THAN 0.75,THEN USE 5E15MIC CATEGORY D IF RISK CATEGORY 15 I, 11,OR III 8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117 WWW.NASH-ARCHITECTS.COM 1� 1 I �:. t1= ,ri II a�aaa<m , I P I I I I I I I I I I I I II I I I I I I I I 111M a I II II I I I I ( I I II i I I I � I I `.J i I I V ( I I 1 w � N 0 0 T � � a V a a ch- y * I Q V) i -Id F-id N c� I c rz�t`, � � J LATERAL CALCULATIONS CLIENT: - -- I� NASH&ASSOCIATES 1I PROJECT:WIND wORKSHEET - ARCITITrCTS DATE: 85 MPH/I10 MPH= NOMINALNLTIMATE WIND SPEED Na1iI�+; M.6 P5F- EXP05URE "EP FRONT ELEVATION LEFT ELEVATION REAR ELEVATION RIGHT ELEVATION LOCATION TOTAL SHEAR FORCE (#) SHEAR UNIT SHEAR W x H x (see chart for wind pressure WALL SHEAR WALL 0 specified height) LENGTH (ft) (#/ft) TYPE l�� 22,5u9 k q, 4Ir-- �/�s loop C�Z,r�'OIX19,(p�� - - .r A&w /ZXg xl g, b - ,- - 38a 353 PA r,/ cup /Atf mV rz.7-rXti k 1 gi 6 I+3/7 r /u 17 1 q z o P/-3 244A/ 61- r-ri kl q, 6 4-�(v `f ev?k GS b ya uZ 3 Z Z� /6-s - - 7 2 LEI ' 3Z3 GV,�) ✓v ? 1(6 3,5' 60 tj P2-4 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM NASH&AssocIATES CLIENT: SEISMIC MIC ANALYSIS PROJECT: ARC F rr r,. r s DATE: W AUP, 1 Weight of Building: Roof Assembly. Asphalt Shingles - 2,00#/ft Cedar Shakes - 2.25#/ft Tile - 9.50#/ft Felt - 0.15 #/ft Felt - 0.15 #/ft Felt - 0.15 #/ft 1/2' Plywood - 1.50 #/ft 1/2' Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.75 #/ft Trusses ® 24" o.c. - 1.75 #/ft R-38 Insulation - 2.35#/ft R-30 Insulation - 2.25#/ft R-30 Insulation - 2.25#/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 200#/ft 1/2" GWB Ceiling - 2.00#/ft Total 9.75#/ft Total 9.90#/ft Total 17.90#/ft Use 10.00#/ft Use 10.00#/ft Use 18.00#/ft 1st & 2nd Floor Assembly. Caret / Pad - 0.50#/ft Hardwood - 2.50#/ft 3/4' T&C; Plywood - 2.50#/ft 3/4" T&G Plywood - 2.50#/ft 2x10 @ 16" o.c. - 2.30#/ft 2x10 ® 16" o.c. - 2.30#/ft 1/2" GWB Ceiling - 2.00#/ft 1/2" GWB Ceiling - 2.00#/ft Total 7.30#/ft Total 9.30#/ft Use 10,00#/ft Use 10.00#/ft Interior Wall Assembly: Exterior Wall Assembly. 1/2" GWB - 2.00#/ft 3/4" Wood Siding - 2.30#/ft 2X4 ® 16" o.c. - 1.10 #/ft 1/2" Plywood - 1.50 #/ft 1/2" GWB - 2.00#/ft 2x6 a 16' o.c. - 1.37 #/ft Total 5.10 #/ft R-21 Insulation - 2.10 #/ft Use 8.00#/ft 1/2" GWB - 2.00#/ft Total 9.27#/ft Use 10.00#/ft 4" Brick Veneer - + 3,20#/ft 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM CLIENT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: A R C f I I'F r C'l'S DATE: NAVE..; 2 - - SEISMIC: V = (C.) (Wdl) (Plywood) 2nd Level: Roof: (Asphalt / Cedar Shake) 10#/ft X J 6 Q 10 sf = /b DD V or (Tile) 18#/ft X. sf = Exterior Walls: L x 10#/sf x 1/2 (h) 17&1 w0k� b9(oh (E� Interior Walls: L x 8#/sf x 1/2 (h) 7 I e agle q TOTAL = 2t1Z 1st Level; Roof: (1st Floor Roof) 10#/ft X 2 sf = 24(00 2nd Floor: 10#/ft X Z sf -__mi-fz-0- Exterior Walls: (E2) + L x 10#/sf x 1/2 (h) CPat&(P4-- 174vtvA4# r �7� (E1) Interior Walls: (I2) + L x 8#/sf x 1/2 (h) 06& + too � $XLt, r 936h cI1) TOTAL 1016 & R 7Cl O Basement- 1st Floor: 10#/ft X sf = Exterior Walls: (E1) + L x 10#/sf x 1/2 (h) Interior Walls: (I1) + L x 8#/sf x 1/2 (h) TOTAL: _ 11644 N.E. 60th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH-ARCHITECTS.COM CLIENT: NASH-ASSOCIATES SEISMIC ANALYSIS PROJECT: _ A ItCII ITVCTS DATE: N,MF. 3 BASE SHEAR: BA5E 5HEAR V= (F 5DS/R) W V= F (A-12)/6.5= .14q LEVEL 2: Wdl x 0.149 = LEVEL 1: Wdl q ) b x 0.149 = TOTAL:- Wdl Lq 1 # x 0.149 = 0�3� (V) Level Dead Load Hei ht Moment Shear ® Stoi Fx = [(Wd 1)(h,TV Remarks (Wdl) (h (Wdl)(h) (Wdl)(h) Sr6�b (log 3�.� 2 ZV7 s,77 4I b 4r0(lot 3S ► �1 b� Total 10��� C/Z�p� 11644 N.E. 60th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM i i i � n w NASH&A '1'P 'I' SSOCIATES CLIENT: r�RCITi ,C5 SEISMIC ANALYSIS PROJECT: DAM. NAME: 4 ,a w� x� oCx �ao E--F Fa-1 x d � zw '� o xcoti �.. �. �. cb x L w 1A A a F vib ift OE- a 4& w d � op 3' CQ S � ••l1 �- z w � � 3' OOP, s rg •� � w �� 11644 N.E. 80th St Kirkland, WA 98033 (425) 628-4117 Fax (426) 822-1918 WWW.NASH—ARCHITECTS.COM i i .: �. - - - - - 7 CLIENT: _ CA ASH&ASSOCIATES SEISMIC ANALYSIS PROJECT:RCFITTrCTS DATE: NeiuF• 5 Redundancy Factor (p): 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab l/2 182 `�? 7 2. Maximum actual shear Vmax = Largest seismic wall shear ,glib 53a 3. p = 2—[2(Vaccstory)/(Vumax)(Ab 1/2) Z- Z� rot 3 0178 ' , 6� G 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASH—ARCHITECTS.COM n " ~ U Y � " » � U = ~ '� . n — -- ' ° Prescriptive Energy Code Compl' ;e for All Climate Zones in Washington ` Proje`:Onformation Contact Information Plan 2686 This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed.In addition, based on the size of the structure, the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative Date All Climate Zones R-Value U-Factor CITY OF ARLINGTON Fenestration U-Factor n/a 0.30 BUILDING DEPARTMENT Skylight U-Factor n/a 0.50 APPROVED Glazed Fenestration SHGC n/a n/a Ceilingk 491 0.026 DATAG� Wood Frame Wall'" 21 int 0.056 NO CKMM AITMORI�EQ Mass Wall R-Value' 21/21 0.056 UNLESS APPMAM By THg Floor 30 0.029 BUILDING INSPECTOR Below Grade Wall`" 10/15/21 int+TB 0.042 Slab R-Value & Depth 10,2 ft n/a "Table R402,1.1 and Table R402.1.3 Footnotes included on Page 2. nrrll!r /%^ri Each dwelling unit In a residential building shall comply with sufficient options from VfRf6f s s t e the following minimum number of credits: 1, Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. ❑2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit s 1a Efficient Building Envelope is 0.5 ❑ 0.5 1 b Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 1d Efficient Building Envelope 1d 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 �_ ] 3a High Efficiency HVAC 3a 1.0 ❑✓ 1.0 3b High Efficiency HVAC 3b 1.0 3c High Efficiency HVAC 3c 1.5 �] 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 [❑ 5a Efficient Water Heating 5a 0.5 ❑ 0.5 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 [J 1.5 5d Efficient Water Heating 5d 0.5 6 Renewable Electric Energy 0.5 1 =*1200 kwh 0.0 Total Credits 3.50 *Please refer to Table R406.2 for complete option descriptions Deceived `1f T 0 Q ?0P ?AV%� VIOTOVILDIA 410 YTID w,21%ATmq3acwla.mU4 G3VOAq4A ID ---I- Wyk rvvo^, 4nAe%n~mq Table R402.1.1 Footnotes For SI. 1 foot .=304.8 mm, ci .=continuous insulation, int .= intermediate framing. a R-values are minimums. U-factors and SHGC are maximums.When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. e The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. `"10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall,or R-15 on the continuous insulation on the interior of the wall,or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB"shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. Reserved. Reserved. Reserved. 'The second R-value applies when more than half the insulation is on the interior of the mass wall. i Reserved. k For single rafter-or joist-vaulted ceilings,the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing)denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as specified in Section R402.1.3. Glazing Schedule Pro cct Information Contact Information Plan 2686 R402.3.3 Exception (15 sq. ft. max.) Vertical Glazing (Windows and glazed doors) Plan Component Glazing Width Height Glazing ID Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA Vinyl Frame 10.28 1 8 5 40.0 11.20 Vinyl Frame 0.28 1 6 8 48.0 13.44 Vinyl Frame 0.28 1 5 5 25.0 7.00 Vinyl Frame 0.28 1 6 5 30.0 8.40 Vinvl Frame 0.28 2 11 5 1 1 10.0 2.80 Vinyl Frame 0.28 1 2 3 6.0 1.68 Vinvl Frame 10.28 1 7 4 28.0 7.84 Vinvl Frame 0.28 1 2 e 4 10.0 2.80 Vinvl Frame 0.28 3 5 4 60.0 16.80 Vinvl Frame 0.28 2 2 3 12.0 3.36 Vinvl Frame 0.28 1.00 5 3 6 17.5 4.90 Vinvl Frame 10.28 1 7 4 16 31.5 8.82 0.0 0.00 0.0 0.00 0.0 0.00 00 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 000 0.0 000 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 i r i i I .. 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Area and UA 318.01 89.04 Area Weighted U= UA/Area 1 0.28 U 1 I Simple Heating System Size: Washington State This healinu system sizing calculator is based on the Presctlaive Reouiremenls of the 2015 Washinoton Slate Eneroy Code(WSEC)and ACC'A Manuals J and S.This calculator will calculate heatino loads only ACCA procedures for sizingcoolino systems should be used 10 determine cooling toads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project,As you make selections in the drop-downs for each section,some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at (360)956-2042 for assistance, Pro'ect Information Contact Information Plan 2686 Heating system Type: O All other Systems O Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Deelan Temperature Instructions Design Temperature Difference(AT) 47 Marysville Design -Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 2.686 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 8.8 23,637 Glazina and Doors U-Factor X Area = UA Instructions 0,30 360 108.00 Skylights U-Factor X Area = UA Instructions 0,50 Insulation Attic U-Factor X Area = UA Instructions jj)( I R-d9 0,026 1.607 41.78 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions Select R-Value . No selection --- Above Grade Walls(..Fig.,.1) U-Factor X Area UA Instructions R-2t Intermediate . I 0.056 F 2.900 162.40 Floors U-Factor X Area UA Instructions R38 0,025 1.607 4018 �I. I Below Grade Walls(see Figure f) U-Factor X Area UA Instructions No Below Grade Walls in this project. I I -•- Slab Below Grade(see Fieure f) F-Factor X Len UA Instructions IT.Slab Below Glade in this project. Slab on Grade tree Figure 1) F-Factor X Len UA Instructions No Slab at Grime In this IXo)ect. �� —' Location of Ducts Instructions Duct Leakage Coefficient Unconditioned Space r 1,10 Sum of UA 352.36 Envelope Heat Load 16,561 Btu I Hour Floure 1. SumofUAXAr Air Leakage Heat Load 11,998 Btu/Hour Volunri 0,6XATX•018 Above GreJe Building Design Heat Load 28,559 Btu I Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 31,415 Btu I Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 43,981 Btu!Hour Building and Duct Heat f ass X 1,40 for Forced Air Furnace Building and Duct(leaf Loss X 1.25 for Heat Pump (07104113) I I I I LEGEND: I ;E� NC. PAD / MAJOR TOPOGRAPHIC CONTO R(1'INTERVAL) MINOR TOPOGRAPHIC CONTO�JR(5'INTERVAL) 11"DIA. RAI OAD_tIE 132,46 132,29 - _PROPERTY LINE I _ �.. rir�r �t ,,rr• F• �'"�y' _ + 132.74 \ o FENCE - --— STREET CENTERLINE + 132 77 a of O �, rr 7"DIA. 5" IA. — EASEMENT I �M M :, �P`1V, 1�. :132.45 + 132. 3 S„ — — BUILDING SETBACK DRI1 EW � C EXISTING BUILDING FOOTPRINT z ►/ IRRIGATION CONTROL VALVE I ❑W A5PVyV IIALT '^ N r x��' BUILDING a r :w_ _ 5" DIA. DRIVEWAY 3' DI W� WATER METER I CONC:PAD T❑ TELEPHONE RISER I w - - r� I + 132,53 7^DIA. 3"DIA Q ELECTRICAL JUNCTION BOX + 1 2.21 I__ ® STORM DRAIN CATCH BASIN I I 30' EASEMENT(NOTE 3) I 1 + 132,48 DECIDUOUS TREE CIRCULAR DRIVEWAY CONTINUES THROUGH EXISTING HOME SITE I � I I a I j CONC. + 1 2.37 PAD I 5' (� / PROPOSED 9 BUILDING N I EXISTING HOME I FOOTPRINT + 132. t + 132.43SITOFFICE COPY I ; 0 20 I ® CITY OF ARLINGTO , c eet ( BUILDING DEPARTMENT 1 inch = 20 FT I APPROVED ' DATE By Z� V I I CIRCULAR DRIVEWAY I 132,17+ 33' 4" CONTINUES THROUGH NO CHANGES AUTHORIZED + 132,10 _ I EXISTING HOME SITE UNLESS APPROVED BY THE I BUILDING INSPECTOR - v; A HAL \ Z LU DRIVEWAY 13 17 — — A' NOTES: CC � / - - `132,51 � J 1. SITE PLAN PREPARED FROM TOPOGRAPHIC I 0 -- --— 5' S' o AND BOUNDARY SURVEYS CONDUCTED BY ICI I O I i' I I __- --� eCEIVOr � CONTSTRUCTION, INC.,AND BUILDING PLANS Z i I 9� r1 PROVIDED BY WEST COAST BUILDING. I I + 132.00 I 40V d 1_017 2. ELEVATIONS ARE NORTH AMERICAN 732 I ' L VERTICAL DATUM OF 1988, U.S.FEET. I I I + 31.77 I It D s 3. PRIVATE ACCESS AND UTILITY EASEMENT. I I I 1U + 132.03 INTERWEST DATE: 10-4-2017 CONSTRUCTION SITE PLAN SURVEYED: BAG INC. 188TH AVE NE & 42ND DR NE DRAWN: EBP 609 North Hill Blvd CHECKED: -- Burlington, WA 98223 WEST COAST BUILDERS SCALE: AS INDICATED - -_--P:(3-60)757=7574 PROJECT; —8001—--- - - F: (360)757-4196 ARLINGTON, WA SHEET 1 OF 1 L 30 L 133HS 96�b-LSL(090 :3 L008 :#1:)3f011d `dM NO1!DNITdV tLSL-LSL(09E) :d Cl31` DICINI SV :31V)S S8341ine 1SVOJ 1S3M EZZ96 VM 'uoj6ullan8 -- =a3H:)3H3f pAJO IHH u}AoN 609 I= d83 :NMVaa 3N 'da 4NZV 78 3N 3AV H188L • #NI EWS MMAmns NVId 311S NOI1mSISN03 LLOZ-ti-OL :31Va 1S3Mb31Nl '1N3W3SV3 Allllln aNV SS3DDV 31VAINd '£ '1333'S'n'886L 30 Wn1Va IVDI1N3A <o 2FL I / I NVDI'd3V4V HildON RV SNOUVA313 T J� 'JNIQllna 1SVOD 1S3M A8 43a1A021d c 00'ZE I N SNV1d9Nlalln8aNV''DNI'NOI1DnHiS1NOD p IDI A8 G31DnC]NOD SA3Avs AIIV(]Nnoo(iMd �o ,pl - c{� L /I v OIHdVdE)Od01 W0213 4321Hd3Ud NVId 311S -L S IS'ZEi I Z :S310N v D Z£T + m LT'ZEt } AVM]A`Na 11VHd$V � o� 31lS 3WOH 9NI1SIX3 H9nONH1 S3nNI1NOD 01,261 + +LT'ZET kVM3AIda NV1nDN0 J n II n I ld OZ = 4:)ul L a •S I S£'ZEt + I OrZ 0 0 •£-,8 I 03 I ' 39V21V9 � I Eb'Z£i + Z'Z£t + £-9L 311S 3WOH 5NUSIX3 I I I 3 _ 1NllldlWd 111 Maims ` a3SOdObd ,S I � add L£'Z t + �-L l NOD I r 31lS 3WOH SNIISIX3 I I " H9nONH1 S3nNI1NOD I I 33U SnOnalD3a o AVM3AINa aVlnDbID I I NISVB H�1V7 NIVNa WNOlS ti 80'2E1 + (E 310N)1N3W3SV3 ,OE tZ'ZEt + �/ I XO9 NOI1DNnr]VDIN1D313 0 VIa:L ES'Z£i + I I I N3SIb 3NOHd3l31 ❑1 VIa :,£ ►1 AAA add'�NO� AVM3AIN0 /r I N313W d31VM ❑M 10 £ I VIa..S "�-.S d _ 11VHdSV / M I 3AlVA lON1N0�NOI1V91NN1 A N 9Nlalln8 1NINd1003 9Nlalln9 9NI1SIX3 v I ( )17V813S 9Nlallna E 'Z£t + 1N3W3SV3 3NnN31N3D 133N1S - — 3 3DN3J - V 2£T + % w �- - is T1VM 3dVDSQNVI - _ -- -- � I 3NIl A1N3dONd �` - '6�1a uBT' yla .LL — (lVAN31Nl S)N O1NOD DIHdVN9od01 NONIW 62'2£i 9�'Z£T 311 aVONIIVN 3dVDSaNVl f 3 (lVAN31Nl :l)Nf�OlNO��IHdVN90d01 NOfb'W AM - - - - -- aVd'3NOD I :aN393'1 McEwen Short Plat LOT # SQ FT ADDRESS 1 17,006 18815 42ND DR NE 2 9,703 18821 42ND DR NE 3 9,144 4227 188TH ST NE 4 7,578 18805 42ND DR NE LEGEND: I CONC. PAD MAJOR TOPOGRAPHIC CONTO R(1' INTERVAL) MINOR TOPOGRAPHIC CONTO�JR(5' INTERVAL) E 11" DIA. LANDSCAPE132.46 132.29 PROPERTY LINE LANDSCAPE WA L — _ + 132J4 - - FENCE I 132• - � � � '� � � -- � — - — STREET CENTERLINE 5" IA. . � s�' '��' 7"DIA. — EASEMENT ,^�� 132.45 + 132. 3 5' — - BUILDING SETBACK M j f - EXISTING BUILDING FOOTPRINT I lrlr f z ►� IRRIGATION CONTROL VALVE 1 Z ASPHALT I j 5"DIA. BUILDING W❑ WATER METER DRIVEWAY / - - CONC.PAD J I 3" DI �~ ` 3' DIA ❑T TELEPHONE RISER I I + 132.53 7"DIA. E❑ ELECTRICAL JUNCTION BOX I + 12,21 N I 30' EASEMENT(NOTE 3) + 132,48 ❑® STORM DRAIN CATCH BASIN I �-CIRCULAR DRIVEWAY N DECIDUOUS TREE I CONTINUES THROUGH I I EXISTING HOME SITE , I � 1 CONC. + 1 2.37 PAD - 1 I z I I 5' {� I PROPOSED 1 I EXISTING HOME SITE BUILDINGFOOTPRINT + 132. 1 + 132.43 c, I v I 0 w I I W I0 0 20 eet I I 1 inch = 20 FT I ` � II CIRCULAR DRIVEWAY I 132,17+ 33'4" + 132,10 CONTINUES THROUGH EXISTING HOME SITE ASPHALT € i DRIVEWAY Z D / 132.17 � r Z NOTES: OC I = 132.51 5' T 1. SITE PLAN PREPARED FROM TOPOGRAPHIC 0 _-= - -- --------- -- -—------—-- —--— AND BOUNDARY SURVEYS CONDUCTED BY ICI 1 C CONTSTRUCTION, INC.,AND BUILDING PLANS Z PROVIDED BY WEST COAST BUILDING N <+-I'�"2.00 2. ELEVATIONS ARE NORTH AMERICAN I 732 VERTICAL DATUM OF 1988,U.S.FEET + 1.77 3. PRIVATE ACCESS AND UTILITY EASEMENT. + 132,03 INTERWEST DATE: 10-4-2017 CONSTRUCTION SITE PLAN SURVEYED: BAG INC. 188TH AVE NE & 42ND DR NE DRAWN: EBP 609 North Hill Blvd CHECKED: -- Burlington, WA 98223 WEST COAST BUILDERS SCALE: AS INDICATED P: (360)757-7574 F: (360)757-4196 ARLINGTON, WA PROJECT#: 8001 SHEET 1 OF 1 Permit#: 1684 Permit Date: 10/09/17 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: West Coast Building Inc. Applicant Name: West Coast Building Inc. Applicant Address: 7419 204th Street NE Applicant, City, State, Zip: Arlington,WA 98223 Contact: Trisha Steffins Phone: 425-760-4240 Email: info@wcbuilidnginc.com Scope of Work: SFR Valuation: 340000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 11/30/2017 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051600302200 18817 42nd Drive NE WEST COAST 111 Single Family BUILDING INC Residence-Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License# West Coast Building, 7419 204th Street CONSTRUCTION Labor and WESTCCB833CZ Inc Trisha Steffens 425-760-4240 NE CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 12/05/2017 R20.SFR/DUPLEX Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 10/12/2017 RESIDENTIAL SINGLE See red-lined drawings. BUILDING FAMILY Fees Fee Description Notes Amount Building Plan Review Table 4-2 $2,154.41 Forced Air Heat fee per Btu $25.00 Gas Piping/Units Enter#of units $10.00 Mechanical Fee(Enter Fixture Fee) Fireplace Insert $25.00 Mechanical Base Permit Fee $25.00 Building Permit Table 4-1 $3,322.41 Plumbing Base Permit Fee $25.00 Mechanical Commercial Permit Table 4-7;Per Unit 17 @$12 $204.00 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $4.50 Water Heater(Tank) $25.00 Total $5,845.32 Attached Letters Date Letter Description 11/22/2017 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 10/09/2017 West Coast Building,Inc. Check#2780 Kristin Foster $2,154.41 11/30/2017 Joshua Tremmel check#1055 Launa Black $3,690.91 Outstanding Balance $0.00 Notes Date Note Created By: 11/22/2017 Mitigation fees were paid at final plat. Kristin Foster 10/20/2017 Need Approved Site plan&Assessor Parcel Number Kevin Olander Uploaded Files Date File Name 01/02/2020 6044056-1684 1-22-18 IC.pdf 11/30/2017 2809297-1684 Issued Permit.pdf 11/22/2017 2794624-McEwen Short Plat-200712195006.pdf 10/12/2017 2693782-1684 Application.pdf Date: 03/19/2026 Permit#: 1684 Permit Date: 10/09/2017 Review Date: 10/12/2017 Permit Type: RESIDENTIAL SINGLE FAMILY Review Type: RESIDENTIAL SINGLE FAMILY Target Date: 10/19/2017 Scheduled Time: 00:00 Completed Date: 10/19/2017 Description: See red-lined drawings. Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 31051600302200 WEST COAST BUILDING INC WEST COAST BUILDING INC 7419 204TH ST NE 18817 42nd Drive NE ARLINGTON, WA 98223 Zoning: I I I Single Family Residence - DetachedLot: 2131ock: 2*40 tT PLAT #COI! BGOTt Jewips MO MAN A PORTION OF THE 5E 1/4, 5W 1/4, SECTION 16, TOWNSHIP 31 N., RANGE 5 E, W.M. CITY OP AftINSTON Z-07-047—F5P 7 ' AGAL 0MOR I PT I ON C MY IP I CATl OIL All"MOVAL OP ftOL I C IP1' MOVIRMIIT$''. LOT 2, OF 5NOHOM15H COUNTY SHORT PLAT ZA 0911475, RECORDED UNDER AUDITOR'5 FILE NUMBER 92012701250, RECORDS OF 5NOHOM15H I HEREBY CERTIFY THAT ALL 5TREET5 SHOWN ON THI5 PLAT ARE WITHIN THE CITY OF ARLINGTON Pt)kk;INC4 JURISDICTRJN, AL. COUNTY, WA5HINGTON, BEING A PORTION OF THE SOUTHWEST QUARTER OF SECTION 16, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M. 5TREET5 AND OTHER PUBLIC IMPROVEMENTS SHOWN ON TH15 PLAT HAVE BEEN INSTALLED OR COWLf-TEIT-TO -CITY 5TANNARD5 OR THAT THEIR INSTALLATION OR COMPLETION (WITHIN 12 MONTHS AFTER THE DATE BELOW) HAS BEEN. ASSURED'BY -EHE POSTING OF.A 51TVATE IN THE COUNTY OF SNOHOMISH, STATE OF WA5HINGTON. PERFORMANCE BOND OR OTHER SUFFICIENT SURETY, AND THAT THE SUBDIVISION SHOWN ON TH15 PUT 15 IN'-ALL R-SPECT5-.IN COMPLIANCE WITH TITLE 20 OF THE ARLINGTON MUNICIPAL CODE, AND THEREFORE THIS PL'A"f HA4 BEEN APPRdyED BY THE PUBLIC WORKS DIRECTOR. ■ CST Its ICATX OP OUMM641P ,AND DMD 1CAT ION _ PUBLIC WORKS DIRECTOR DATE r I HEREBY CERTIFY THAT I AM THE OWNER OF THE PROPERTY DESCRIBED HEREON, WHICH PROPERTY 15 LOCATED WITHIN THE 5UBDIV15ION .••. ■• r REGULATION JUR15DICTION OF THE CITY OF ARLINGTON, THAT I HEREBY FREELY ADOPT TH15 PLAN OF SUBDIVISION AND DEDICATE TO THE CITY OF ARLINGTON, THAT I HEREBY FREELY ADOPT TH15 PLAN OF SUBDIVISION AND DEDICATE TO PUBLIC USE ALL AREAS SHOWN ON TH15 PLAT AS •■ _ ■. ' ' STREETS, ALLEYS, WALKS, PARK5, OPEN SPACE AND EASEMENTS, EXCEPT THOSE SPECIFICALLY INDICATED AS PRIVATE, AND THAT I WILL MAINTAIN ALL r % ` SUCH AREAS UNTIL THE OFFER OF DEDICATION FOR ANY OTHER PUBLIC USE AUTHORIZED BY LAW WHEN SUCH OTHER U5E 15 APPROVED BY THE I�II�I Y ' ARLINGTON CITY COUNCIL IN THE PUBLIC INTEREST. I SHALL FURTHER UNDERTAKE TO DEFEND, PAY, AND SAVE HARMLESS, ANY GOVERNMENT �/wl Q AUTHORITY INCLUDING THE CITY OF ARLINGTON WHICH MAY BE OCCASIONED TO THE ADJACENT LAND BY THE ESTABLISHMENT CONSTRUCTION, - ' - DRAINAGE OR MAINTENANCE OF SAID RIGHT-OF-WAY OR OTHER AREAS 50 DEDICATED. I HEREBY CERTIFY THAT THE 5UBDIV15ION SHOWN ON 111 2E 15 PLAT I5 114.ALL 5PECT5'.IN CdVWAMCE WITH TITLE 20 OF THE ARLINGTON MUNICIPAL CODE, AND THEREFORE TH15 PLAT HA5'BEEN 'APPROVED BY tNE COMMUNITY*•DEVELOPMENT DIRECTOR SUBJECT TO ITS BEING RECORDED IN THE 5NOHOM15H COUNTY REQURY VOTHIN 60 -DAYS OF THE DATE'.BELOW:' IN WITNE55 WHEREOF, WE SET OUR HANDS AND 5EAL5 TH15-;b_ DAY OF 2007. :' ti �,� a �g -it ela. �- 1� 1 7,�rc •, I ,�I a'� oo '�' - CIS) Z.JC .� � sYs��s 7� C UNITY DEVELOPMENT DIRECTOW• • DATE. SCOTT C. McEWEN C H@ IIE� fkqiA 8Y: BY: ` M I r ITS. A47 1 ITS: ApAA&#= AU S?;"7 1~- 744-y 11 roolmT lP L L 0V� JENNIFER 5. McEWEN t HE CEttTIFY THA CQUNCIL REVIEWED, ANY'APPROVED THIS FINAL PLAT FOR RECORDATION ON DAY 2007. .. STATE OF WA5HINGTON ) 55. ' MAY DATE } .5 COUNTY OF 5NOHOM15H ) :' '•, ...•' r 1 CERTIFY THAT I KNOW OR HAVE 5AT15FACTORY EVIDENCE THAT SCOTT C. & JENNIFER 5. McEWEN, HUSBAND & WIFE, ARE THE PERSONS WHO '•, APPEARED BEFORE ME, AND SAID PER54115 ACKNOWLEDGEO THAT THEY 51GNE0 TH15 INSTRUMENT, AND ACKNOWLEDGED IT TO Be THEIR.FREE A, AND VOLUNTARY ACT FOR THE USES AND PURPOSES MENTIONED IN THE INSTRUMENT. 'ti I HEREBY"CERTIFY THAT ALL STATE AND COUNTY TAXES HERETOFORE LEVIED AGAINST THE PROPERTY DESCRIBED HEREIN, ACCORDING TO DATED: '�' '' '_THE BOOKS AND-RECORDS OF MY OFFICE, HAVE BEEN FULLY PAID AND DISCHARGED, INCLUDING 200-,7- TAXES. SIGNATURE: 1�,`A ' NII-ISyqi _ �3✓DS/�o�iD 30/7,00 (PRINT NAME): M 0® � 'r' • ''� '% '' UR ,• COUNTY DEPUTY REA ER, HOMISN COUNTY NOTARY PUBLIC IN AND FOR THE STATE OF WA5HINGT0N .1 ����� � .1 RESIDING AT 3 ON MY APPOINTMENT EXPIRES ` p , r '''■ r'-' STATE OF � ) � �''����fllSS4V�V'�� � __ .� ' .. •■ •■ .. r� 1 T v ) ss. ,. C 1' TIl�8l 1! C MY IP I C 11 COUNTY OF 5t�MCN1}6H ) -'■r I HEREBY CERTIFY THAT ALL MONEYS AND DEBTS PERTAINING TO TH15 SUBDIVISION WERE PAID TO THE CITY OF ARLINGTON QQom�,'�` THE DAY OF 2007. I CERTIFY THAT I KNOW OR HAVE SATISFACTORY EVIDENCE THAT R J�� %�P� N1114i1N I5 THE PER56N WOO APPEARED 'BEFORE ICE, AND SAID PERSON ACKNOWLEDGED THAT HE/5HE 51QNED TH15 INSTRUMENT, ON OATH 5ThT*_0 THAT HE/5HE .WAS -AUTHORIZED TQ EXECVTP- . _•Q ����� � / _ 4� 0/7 THE INSTRUMENT AND ACKNOWLEDGED IT A5 TI I° A( I IAt 6TA1�IB M6 �kC#�-+1116� T•O BE-THE FIRES, AND VOLL10ARY'ACT OF FINANCET DIRECTOR/CITY TR 5U _Rqua,,,,qp3 DATE SUCH PARTY/ FOR THE U5E5 AND PURPOSES MENTIONED IN THE INSTRUMENT. _ A,' ^' ' DATED: l! f� � -�00 7 -• .- .. - '' 080tT IP I CATS OP � AND ��/MPLAC Tv SIGNATURE: ' n�n-�-�� �r I HEREBY CERTIFY THAT THIS MAP (DRAWN BY ME/DRAWN UNDER MY SUPERVISION) FROM (AN ACTUAL SURVEY MADE BY ME/AN ACTUAL SURVEY (PRINT NAME): e1Psimr *� 9' 1F� MADE UNDER MY SUPERVISION/A DEED DESCRIPTION RECORDED IN BOOK ____, PAGE ___- OF THE 5NOHOM15H COUNTY REGI5TRY/OTHER); THAT y'' THE EXTERIOR PLAT BOUNDARY, AND ALL INTERIOR LOT CORNERS HAVE BEEN SET (BY ME/UNDER MY SUPERVISION) USING APPROPRIATE NOTARY PUBLIC IN AND FOR THE STATE OF S144. ,em,�(�'�+1A ���166YIW PERMANENT MATERIALS, WITH A FIELD TRAVERSE WITH A LINEAR CLOSURE OF 1:10,000 AND CORRESPONDING ANGULAR CLOSURE AS SPECIFIED IN RE51DINQ AT J 7Cl Pao ��-�"7 T _ 1io�mlly p4ft-- W.A.C. 332.130.070 AND 332.130.090; THAT ALL STREET CENTERLINE MONUMENTS WITHIN THE PLAT AND ALL INTERSECTIONS WITH EXISTING STREET ., CENTERLINES HAVE BEEN MONUMENTED WITH CONCRETE MONUMENTS IN CASE OR OTHER PERMANENT MATERIAL APPROVED BY THE CITY; THAT MY APPOINT ENT EXPIRES S� S .. THE BOUNDARIES NOT SURVEYED ARE SHOWN AS BROKEN LINES PLOTTED FROM INFORMATION FOUND IN BOOK , PAGE ; AND THAT THIS MAP WA5 STATE OF W�) OP PREPARED IN ACC RDANCE WITH THE PROVI510N5 OF RCW 50.17. WITNE55 MY ORIGINAL SIGNATURE, REGISTRATION NUMBER AND SEAL TH15 DAY 55. X �R--- OF - Sr_--- 2007. COUNTY OF 90-�0"H '' .. .... ' I CERTIFY THAT I KNOW OR HAVE 5AT16FACTORY EAE'41GE THAT' S "/40V 15 THE PERSON WHO APPEARED BEFORE ME, I Z-I`-07 AND SAID PER50N ACKNOWLEDGED THAT HE/5HE SIGNED THIS INSTRUMENT,.'-ON OATH STATED THAT HE/51-lE WAS AUTHORIZED TO EXECUTE DAVID T. GARDNER THE INSTRUMENT AND ACKNOWLCQ.q�D I)'. 6. ;Fi '' �' •_ ^� G-4 T^"9 M@R;FgAC* TO BE THE. FREE AND VOLUNTARY ACT OF REGI5TF-RED LAND SURVEYOR Hslo ��`i� SUCH PARTY /FOR THE U5E5.AND PURP05E5■MENTiQNED IN THE INSTRUMENT. '• CERTIFICATE NO. 35975 DATED: !/ O T -ADO 7 SIGNATURE: _ l_ / ����,,/� NOTARIZED STAMP OR SEAL (< (PRINT NAME)'_PSlA��EZ41, L iC L49y Iv7'' Osw1l�Men/1i671ao 'F NOI�y A —G1�11p i-14-20Gg i •a�, 35>a75 NOTARY: IN AND NOR TH& 5TATC-OF 4-J�6/H &l �AAW1* %W oC,aw* � ®�Wi4Sti����� RE5IDIN� AT SAL Ll1t� MY EXPIRES J%4W�P0@8 APPOINIMENT'• EXPIRES. • _ ---- 3-3o-Zt�$ _ A=JTOR ei,-.G TIPICA4T! t. DATE: FILliD FOR'-RECOR�_AT TPV_ RE'QUE5T OF DAVID T. GARDNER, TH15 ,- DAY OF Dt(t Mloe y 2007, 40ItT ftAT Pon AT nNUTE5'VAST ' M, AND RECORDED IN VOLUME OF PLATS, �" 4 �I�� tlltG PAGE(5) ;AFN RECORDS Of 5NOHOM15H COUNTY, WASHlNGTON. A PORTION OF THE 5E 1/4, 5W 1/4, SECTION 16, TOWNSHIP 31 N., RANGE 5 E, W.M. ' ■ �iOU1'I'Zl'GI SOC�(O 04ry OP AOLMYON I I i JU A iAA " CWD IL4AA tlUuA b lV t L'— BY: Z-07-047-F5P AUOIT�R, OHOMISH OUNTY DE UTY C UNTY AUDIT SNOHOMISH COUNTY, WA5HlJGTON PREPARED _.' 1 0 11 Z ` 61 5 0 n PMr15■ i O 3 4727-A EVER REEN WAY EVERETT 04/30/07 G , WA 90203 (425) 252-1994 206275FP.DWG SHORT PLAT #FOR SWTT 4 J0104IPIR MCOAMN A PORTION OF THE 5E 1/4, 5W 1/4, SECTION 16, TOWNSHIP 31 N., RANGE 5 E, W.M. • . Gl?Y OP ARLINStON v Z-07-047—F5P _ f'ti ti so PLAT iQSSt#t 1 GT I ONS AND GOVWANTB % - 1. NO LOT OR PORTION OF A LOT IN TH15 PLAT SHALL BE RE-DIVIOIED AND SOLD EXCEPT IN CONFORMANCE WITH RCW CHAPTER 58.17, AND ALL APPLICABLE . 'ti ZONING ORDINANCES OF THE CITY OF ARLINGTON. _ - 2. ALL MITIGATION FEES FOR PARK5, 5CHOOL 015TRICT AND TRAFFIC HAVE BEEN PAID PRIOR TO RECORDATION OF THE FINAL PLAT. % 3. ALL LANDSCAPED AREAS IN PUBLIC RIGHT5-OF-WAY SHALL BE MAINTAINED BY THE OWNER 5) OR THEIR 5UCCE550R(5) AND MUST BE REDUCEO OR ELIMINATED AT THE REQUEST OF THE CITY OF ARLINGTON IF DEEMED NECESSARY FOR ROAD PURPOSES. 4. FOLLOWING ORIGINAL REASONABLE GRADING OR ROADS AND WAYS HEREON, ON DRAINAGE WATER ON ANY LOT OR LOTS SHALL Be DIVERTED OR BLOCKED .� FROM ITS NATURAL COURSE 50 AS TO DISCHARGE UPON ANY PUBLIC ROAD RIGHT5-OF-WAY TO HAMPER ROAD DRAINAGE. THE OWNER OF ANY LOT OR �' •'1 •'. r' LOTS, PRIOR TO MAKING ANY ALTERATION IN THE DRAINAGE SYSTEM AFTER THE RECORDING OF THE PLAT, OR PRIOR TO CONNECTING THE DRAINAGE SYSTEM REQUIRED AS PART OF ANY CONSTRUCTION OF SAID LOT TO THE EXISTING ORAINAGE SYSTEM, MUST MAKE APPLICATION TO AND RECEIVE APPROVAL FROM •r THE CITY OF ARUNGTON, FOR ANY ALTERATION OF, OR CONNECTION TO, THE EXISTING DRAINAGE SYSTEM. ANY ENCLOSING OF DRAINAGE WATERS IN CULVERTS OR DRAINS OR REROUTING THEREOF ACRO55 ANY LOT A5 MAY BE UNDERTAKEN BY OR FOR THE OWNER OF ANY LOT SHALL BE DONE BY AND AT •~ r THE EXPENSE OF SUCH OWNER. ••• r f• 5. TH15 LAND 15 WITHIN THE INFLUENCE OF THE ARLINGTON MUNICIPAL AIRPORT, ON WHICH AERONAUTICAL ACTIVITIES AS Of-FINED IN RCW CHAPTER 14.013 AND ARLINGTON MUNICIPAL CODE TITLE 14 ARE AND MAY BE CONDUCTED TH15 LAND MAY EXPERIENCE LOW OVERHEARD FUGHT5, ODOR, NOISE, VIBRATION, AND ,•• ' OTHER AVIATION RELATED IMPACTS. • •• '. 6. SINCE AIRCRAFT WILL BE FLYING OVER THE PROPOSED AREA, ANY OUTDOOR LIGHTING SHALL BE OOWN5HIELDiED AS TO REDUCE ANY TYPE OF GLARE, WHICH •ti COULD INTERFERE WITH LIGHT OPERATION. ••• •_ ,r , • r 7. NO USE MAY BE MADE OF THE PREMI5E5 WHICH CAN OR DOES INTERFERE WITH THE USE OF ARLINGTON MUNICIPAL AIRPORT BY AIRCRAFT•DY•REASON OF ELECTRICAL, ELECTRONIC, OR SMOKE EMANATIONS, UGHTING CONDITIONS, HEIGHT OF ANY STRUCTURE OR APPURTENANCES, OR ANY U5E WfIICH MAY ATTRACT BIROS. ' S. REQUIRED IMPACTS AND/OR MITIGATION FEES FOR THE LAND USE PERMIT ARE BASED ON 3 NEW DWELLING UNITS. -IF MORE THAN 3 NE1d DWELLING UNITS••'• r ARE CONSTRUCTED ON THE 4 LOTS, THE BUILDER, PRIOR TO 155UANCE OF THE BUILDING PERMIT, WILL BE LIABLE FOR IMPACT FEES FOR )jHO5E ADDITIONAL - UNITS AT THE AMOUNT IN PLACE AT THE TIME OF BUILDING PERMIT ISSUANCE ' ' 'ti ,. •ti z I. AN EASEMENT I5 HEREBY RESERVED FOR AND GRANTED TO ALL UTILITIES SERVING 5MECT'SLAT AND.THEIR RE5PE_CTIVE -SUCCP-.550R5.vo ASSIGNS, UNDER AND UPON THE EXTERIOR 10 FEET PARALLEL WITH AND ADJOINING THE STREET FRONTIkgE OF;-ALL LOT5, TflACTS•AND COMMON AREAS IN WHICH TO INSTALL, LAY, CONSTRUCT, RENEW, OPERATE AND MAINTAIN QWIERGROUNa CONOUjT5,kA8LE5, PIPE, AND WIRES WITH NECE55ARY FACILITIES AND OTHER EQUIPMENT FOR THE PURPOSE OF 5ERVING THIS '5U&DIV1510N AND.wrfiefe PROPERTY WITH E-.ECTRI,G; TELEPHONE, GA5, TELEVISION CABLE AND OTHER UTILITY SERVICES TOGETHER WITH THE RI INT TO fNTtW UPON-THE .LOTS, TRACT..5, AND COMMON AREAS AT ALL TIMES FOR THE PURPOSES HEREIN STATED. DRAINAGE EASEMENTS M5IGNAT6Q ON TF{f PLAT' ARr4 HEREBY'•QE56RVED FOR AND GRANTED TO THE CITY OF ARLINGTON, EXCEPT THOSE DESIGNATED ON THE PLAT AS.PRIVATP- EA5EMENT5,'�TOGCTHER WITA THE RIGHT OF INGRE55 AND EGRE55 AND THE RIGHT TO EXCAVATE, CONSTRUCT, OPtR!A te,'T1AjNTAIF4, REPAIRL•AND wOR REBOILO AO'-,NCLOSED OR OPEN CHANNEL 5TORMWATER CONVEYANCE SYSTEM AND/OR, OTHER DRAINAGF_'fACILITIE5, UNDER,--UPON OP. THROUGH THE QRAINAGE EASEMENT. 2. A PERPETUAL EA5EMENT AND RIGHT-OF-WAY 15 HEREBY'-GRANTEN TO THE ,'CITY OF,-ARUNC,TON, STATE OF WA5HINQTCW,-fit5 5UCCE55OR5 AND A551GN5 (-GRANTEE-), FOR U5E AND BENEFIT OF THL PrIATIC, QAR, THE PAT 5TARTING AT 207 FEET MEAN'SEA LEVEL (M5L), FOR THE PURPOSE OF THE PASSAGE OF ALL AIRCRAFT (%AIRCRAFI- BEING•DtF.INED FOR THk PURPOSE QF:TIdl5 IN5TRUMENT AS ANY DEVICE NOW KNOWN OR HEREAFTER INVENTED, USED OR DESIGNATED f OR NA-VIGATIPN OF, OR FLIGHT IN THE Al?,) BY-.WHQI450EVER OWNED AND OPERATED IN THE AIR SPACE TO AN INFINITE HEIGHT•A80VE THE'.5URFACt OF TRe GRANTOR'5•PROPERTY. TO�yETHE2'WITH THE RIGHT TO CAUSE 1N SAID AIR SPACE N015E, VIBRATION AND- ALL'i OTHER EFFf%&- •TH'AT MAY '8E CAUSED BY. THE- OPERATION OF AIRCRAFT LANDING AT OR TAKING OFF FROM, OR OPERATED AT, OR Q9 ARLING`FON'MUNICIPAL AIRPdt T, LOCdTEO'IN 5NOHdMI'5H COUNTY, STATE OF WA5HINGTON. UPON SAID PROPERTY, NO OEVELOPMENT OR CON5TRUCTION 514ALL BE PF_R%TTEO WH10i WICt, INTERFERE IN AIRY WAY WITH THE SAFE OPERATION OF AIRCRAFT IN THE AIR SPACE OVER'_THE LAND •DESCRIBED HEREIN OR-AT OR -ON THE_ARLINGTQW MUNICIPAL AIRPORT. - RA ' ' �• •'. ' EXP1RE5313A�P89�- ' DATE: I Z-ki•O� . • . SHORT PLAT # SGOtt 4 JWINImo#@ MCAWEN A PORTION OF THE 5E 1/4, 5W 1/4, SECTION 16, TOWN5Hr 31 N., RANGE 5 E, W.M. .. ARl.lA14tON Z-07-047—F5P. SNOHOMISN COUNTY, WASHV.urT1 PREPARED PA" 2 Op 3 4727-A EVERGREEN WAY, EVERETT, WA 90203 (425) 252-1884 2006275FP DWG �aet Io1.�t row �COtt t JWNINN McSWNN A PORTION OF THE 5E 1/4, 5W 1/4, 5ECTION 16, TOWN5HF 31 N., RANGE 5 E, W.M. 011Y OP r ^wN*tCN - Z-07-047—FSP ti , •� 9 N 1/4 CORNER 16 CALCULATED PER -R PLAT OF ,50 - .2 — � WALNUT RIDGE _ it*50r DIVISION Z 5CALE: - AF #200406 9 650zo 01 t — .... 15 r 13 14 UNPL�AgT+�TED / l '�. .R 1 I -.% I$ O� tINC3 N90°00'00"E 212.04'-R ''50UTH"fw OF THE 5OUTHWE5T 1/4 OF 5ECTION 16 10 PERR05 AF #9303055001 PUD EA5EMENT ' I AF #9212150539 ''ti TRACT 998 ACCESS & UTILITY EASEMENT �• � DATA \ AF #9201270125 '1 " r I '' EQUIPMENT: LEICA 1' TOTAL 5TATION I� LOT 3 METHOD: FIELD TRAVERSE. zA 8911475 S P . .. �, ''' . .. j 27fl5 THE CL05UReS OF THIS FIELD TRAVERSE CONDUCTED DURING TH15 SP Al± #9 '' � 5URVEY MEET OR EXCEED THE MMJIMUM CL05URE 5TANDAIZ05 STATED o I .r °t IN WAC 332-130-090. O 0 •3--fljJ., .r . copp 4-01Qr 30' 30' .1. �: " . -R =5ECTION AND BOUNDARY CALCULATED PER '. RECORD OF 5URVEY AF* 9303055001 (CA5CADE) R/W R/W 'ti r -PLAT OF WALNUT RIDGE AF* 200304235002 �'.1'3. -PLAT OF WALNUT RIDGE DIV15ION 2 AF* 200406165001 6 o ..... i� -PLAT OF CLARIDGE COURT AF* 200707065005 N r' '•ti '% '1 O .1 Z ly 0 \ !Q I� � N912 04'R E - � 5ET 1/2' X 24' REBAR AND CAP 5TAMPED 'A5P1 35975' 1 [] AT ALL LOT CORNERS. TRACT CORNERS AND ANGLE POINT5. D_ PLAT '".... 9 74' 3 0 z m 5 CLARJDC� OCOURT �• -' g I 39' PRIVATf_ bo N � = 5TANDARD 5NOHOMI5H COUNTY MON IN CASE a ' I '� '�. ACCE55 & UTILITY p N 54.23' 5ET BY PLAT OF CLARIDGE COURT EA5t~MENT N90'00'00"E ArN 20070706500 t ' , — — -a M = MEA5URED NOW52'43"E •r•'t� ' , . i88tH GO.IRT NEr i LOT 3 -1 I' _�I r 17,651 5F o �. 9,102 5F - 4. q r4' z 7.%7 5F NET UNPLAT7ED ' '` 1 •.I •�• ' I N 4 005 r- '' .• '. 10' UTILITY t45'E lENT"- I 90.07' 64.51' '1•- I /J�2�'21� 53.59' N90°00' 0'E 100.99, Aro o _ •r' �� - �f� 1 61 ,r. % 1 1 8,321 5F N r: ~ 2' -ti j 16 110' PRIVATE 5EWER EASEMENT m 3 9 IT' G ti11 � - -- - - -- — bo 8.398 5F a1 M _ z I ' r• �� I 54.93' 102.60' 'ro r- RIGHT-OF-WAY R=25.00' o f 212.04'-R of ''.� ;�; 'r HEREBY DEDICATED A=88°52'43" o f TO CITY OF L=38.78' 17 16 ' ..,... '. I ',• oa. .. 286.43' ARLINGTON t` 16 I / SjAL 1,!►� 2114.36 242.05' EXPIRES 40690eQW '1t 20 21•1 2642.83'-R,(2642.73'4;l) 188'r�■■� ���, N90°00'00'E 21 5 1/4 CORNER ~ ~ FOUND CA5ED 3. 30'?.DOS -FO SECT k5t CORNER - CONC MON W/ DATE Z -O7 '•FOUND COD • '' - r ' GONC MOk W/' ..•L 'ti BRA55 015C • ' BRASS 015C '' V15ITED 4-10-03 V15fit-D 4-1&03 % _ ti • _ �t t PM BGOtt 4 JINNIPR MCSWRN A PORTION OF THE 5E 1/4, 5W 1/4, SECTION 16, TOWN5HF 31 N., RANGE 5 E, W.M. L Z-07-047—F5P _• • ' 1 Q 5NOHOM15H COUNTY, WASH TON PREPARED APOO t I - I O(� A.5.P.I. 04/30/07 `� IMAM 3 op 3 4727-A EVERGREEN WAY, EVERETT, WA 90203 (425) 252-1904 206275FP.DWG