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4225 188th Street NE_BLD1685_2026
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: L1225 1��I� 5� nl Plat: �i Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1st Floor: /D(oC) 2"d Floor: 13 2( Garage: 7_ Total SF: Zug Describe Proposal (include cross street): Z — 0 7—04-7 AF^s god-ZIZt`�S�a� ��N�,�T� o"r S� ���I SvJ`�l SD S, c Valuation: cx f Owner: Address: 2 kS Akf- IM AC-- City: LALr,5-rF_✓r1-4 S State: WTI Zip Code: 56- Phone: ` 2-S_ g 7;- q Email: Z03?11-f l2lz!}OVAF_ U/— C0v�^ Applicant: jzc,3 K1X U(S&-� Address: ZI �U3'?'f l��� Nr City: LAkE Sri=v,--4r State: rM— Zip Code: 75S Phone: Email: LL L .e_c,, Contractor: Address: City: State: Zip Code: Phone: Email: Contact Person: License Number: Expiration: 6/16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community&Economic Development INC, 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) ❑ Bath/Shower Combo (4.0) x l ( Sink(1.5) x ❑r Shower(2.0) x 7- 01 Lavatory(1.0) x (�j Clothes Washer(4.0) x Water Closet(2.5) x Ur Dishwasher(1.5) x a—W x ,_ Hose Bibb (2.5) x Water Heater Model# ❑ Other(list) x Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: • 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 °4' RESIDENTIAL PERMIT APPLICATION `y Z Department of Community& Economic Development p City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 lJNGWN Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace(80+) Model# AtA 16 DL{O 4 Q�Y jAAFUE ❑ Heat Pump Model# SEER HSPE ❑ AC Unit Model# SEER ❑ Type II Hood QI Commercial Cooking Appliance I Hydronic Piping ❑ Boiler al Solid-Fuel Appliance PV System Fireplace Insert Ell Outdoor BBQ ❑ Storage Tank ❑ Freestanding Stove 131 Gas Piping Q Other Gas Piping Information Not Applicable: ) Pipe Material: C&:27— Pipe Size: Total BTU's of all Appliances: 17, 1 d Distance from Meter to Furthest Appliance: • 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: Date: Print Applicants Name: o CS tS o AJ 6/16LP Page 3 of 3 CITY OF ARLINGTON of 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:4225 188th Street NE Permit#:1685 Parcel#:31051600302300 Valuation:294645.63 OWNER APPLICANT CONTRACTOR Name:OLSON ROBERT/KELSEY Name:Robert&Kelsey Olson Name:RK Homes,LLC Address:215 103RD AVE NE Address:215 103rd Avenue NE Address:215 103rd Ave NE City,State Zip:LAKE STEVENS,WA 98258 City,State Zip:Lake Stevens,WA 98258 City,State Zip:Lake Stevens,WA 98258 Phone: Phone:425-923-8724 Phone: 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: 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. IBC 110/IRC i 10. SALES TAX NOT •Sales tax relating to construction and construction materials in the City of Ar orted on your sales tax return form co City Arlingt n#3101. t3�,� �sa� �-17 t� Signature Print Name Date a ed Date 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 11/27/2017 Building Permit Fee $2,957.63 11/27/2017 Building Plan Review Fee $309.27 11/27/2017 Building Plan Review Fee $1,613.19 11/27/2017 Furnace $25.00 11/27/2017 Gas Outlets Base Fee 1 to 5 $10.00 11/27/2017 Mechanical Permit Base Fee $25 00 11/27/2017 Plumbing Permit Base Fee $25.00 11/27/2017 Plumbing Permit Fee(Enter Fixture Fee) $144.00 11/27/2017 Processing/Technology Fee $25.00 11/27/2017 State Building Code Surcharge Fee $4.50 11/27/2017 Water Heater $25.00 Total Due: $5,163.59 Total Payment: $1,613 19 Balance Due: $3,550.40 CALL FOR INSPECTIONS It II.1)1NG(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:4225 188th Street NE Permit#:1685 Parcel#:31051600302300 Valuation:294645.63 OWNER APPLICANT CONTRACTOR Name:OLSON ROBERT/KELSEY Name:Robert&Kelsey Olson Name:RK Homes,LLC Address:215 103RD AVE NE Address:215 103rd Avenue NE Address:215 103rd Ave NE City,State Zip:LAKE STEVENS,WA 98258 City,State Zip:Lake Stevens,WA 98258 City,State Zip:Lake Stevens,WA 98258 Phone: Phone:425-923-8724 Phone: 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: 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. IBC 110/IRC 110. SALES TAX NOTI.G&Sales tax relating to construction and construction materials in the City ofAr g t orted on y2our sales tax retum form co d City Arlingt n#3101. SILO. 11.2'1.201'1 Signature Print Name Date d Date 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 11/27/2017 Building Permit Fee $2,957.63 11/27/2017 Building Plan Review Fee $309.27 11/27/2017 Building Plan Review Fee $1,613.19 11/27/2017 Furnace $25.00 11/27/2017 Gas Outlets Base Fee 1 to 5 $10.00 11/27/2017 Mechanical Permit Base Fee $25.00 11/27/2017 Plumbing Permit Base Fee $25.00 11/27/2017 Plumbing Permit Fee(Enter Fixture Fee) $144.00 11/27/2017 Processing/Technology Fee $25.00 11/27/2017 State Building Code Surcharge Fee $4.50 11/27/2017 Water Heater $25.00 Total Due: $5,163.59 Total Payment: $1,613.19 Balance Due: $3,550.40 CALL FOR INSPECTIONS BI ILDI\G(360)403-3417 When calling for an inspection please IeaVe the following information: Permit Number,Type of Inspection being requested,and ahethcr you prefer morning or afternoon j , Permit Information Date 10/9/2017 Permit Number 1685 Project Name Olson Applicant Name Robert&Kelsey Olson Applicant Address 215 103rd Avenue NE City,State,Zip Lake Stevens,WA 98258 Contact Robert Olson Phone 425-923-8724 Email robert@rkhomes-Ilc.com Permit Type Single Family Residence Site Address 4225 188th Street NE Valuation 294645,63 Status Ready to Issue Permit Issued Permit Expires Square Feet 2381 Type of Construction/Occupancy Load R3/VB Number of Stories 2 Proposed Use SFR Assigned To Launa Peterson Property Owner Parcel Address Legal Owner Phone Zoning Section 16 Township 31 Range 05 Quarter SW- GALLAGHER 4225 188th LOT 3 CITY OF ARLINGTON SHORT PLAT Z-07- 910 Undeveloped 31051600302300 Street NE 047 AFN 200712195006 BEING A PTN OF SE1 A MN M/ASHELY (Vacant)Land SW1/4 SD SEC Review Date Type Description Target Date I Completed Date I Assigned To Status 10/10/2017 lResidential DwellinL ISee red-lined drawings 10/24/2017 11/13/2017 JKevin Olander pproved with Conditions Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $2,957,63 Building Plan Review Fee 345,81MOC Remaining Balance $309.2 Building Plan Review Fee 345.83.00.00 $1,613 19 Furnace 322.10.00.00 S25.0 Gas Outlets Base Fee 1 to 5 322.10 00 0C $10.0 Mechanical Permit Base Feel 322.10 00.00 $25.00 Plumbing Permit Base Fee 322.10.00.0 $25.00 PlumbingPermit Fee(Enter Fixture Fee) 322.10.00.00 12 $12 $144.0 Processin ffechnolo Fe 341.43,00.02 $25.0 State Building Code Surcharge Fee 386.00.01.0 $4.50 Water Heater 322.10.00.00 $25.0 Totall $5,163.5 Payments Date Paid By Amount Description Payment Type Accepted B 10/9/2017 Robert and Linda Olson $1,611 Check#1058 Knstin Foster Tota $1,613.1 Amount Outstanding:$3,550.4 Uploaded Files i Upload File Date File Uploaded By 10/10/2017 2:36:17 PM 1685 Application.pdf Peterson, Launa x Permit Information Date 10/9/2017 Permit Number 1682 Project Name Olson Applicant Name Robert&Kelsey Olson Applicant Address 215 103rd Avenue NE City, State,Zip Lake Stevens,WA 98258 Contact Robert Olson Phone 425-923-8724 Email robert@rkhomes-Ilc.com Permit Type ZON Site Address 4225 188th Street NE Valuation 235000.00 Status Applied Permit Issued Permit Expires Square Feet 2381 Type of Construction/Occupancy Load R3/VB Number of Stories 2 Proposed Use SFR Assigned To Launa Peterson Property Owner Parcel Address Legal Owner Phone Zoning Section 16 Township 31 Range 05 Quarter SW- GALLAGHER 31051600302300 4225 188th LOT 3 CITY OF ARLINGTON SHORT PLAT Z-07- 910 Undeveloped EAN M/ASHELY Street NE 047 AFN 200712195006 BEING A PTN OF SE1/4 M (Vacant)Land SW1/4 SD SEC Review Date Type Description TDa Beet Completed Assigned To Status 10/9/201 Residential No land use issues. 10/12/2017 11/20/2017 my Rusko Complete Dwelling Residential 10/12/2017 Kevin In 10/9/2017IDwelling lander Review Residential 10/12/201710/10/2017 Re Admin Complete Dwelling 10/9/2017 No comments,LT Residential 10/12/2017 PW-Sew- In 10/9/2017 Dwelling Rev Review 10/9/2017 Residential Comments for this project are sa comments from 10/12/2017 10/9/2017 PW-Wat-Rev Complete Dwellin 7/14/2016 permit no 1083.Gus Uploaded Files i Upload File Date File :Uploaded B 10/9/2017 9:54:21 AM ZON-1682 App&Site Plan pdf Peterson, Launa �( r � Permit Information Date 7/11/2016 Permit Number 1083 Project Name Matteson Construction,LLC Applicant Name Matteson Construction,LLC Applicant Address P.O.Box 12188 City, State,Zip Mill Creek,WA 98012 Contact Phone 509-723-8873 Email builderkay@gmail.com Permit Type ZON Site Address 4225 188th Street Valuation 0.00 Status Resub Review Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use New SFR Assigned To Launa Peterson Property Owner Parcel Address Legal Owner Phone Zoning Section 16 Township 31 Range 05 Quarter SW- GALLAGHER 31051600302300 4225 188th LOT 3 CITY OF ARLINGTON SHORT PLAT Z-07- SEAN M/ASHELY 910 Undeveloped Street NE 047 AFN 200712195006 BEING A PTN OF SE1/4 M (Vacant)Land SW1/4 SD SEC Review Description Target Completed Assigned Status Date Type P Date Date To Residential my �/11/2016 New address has been sent out for review. 7/14/2016 7/15/2016 R Rusko Review Dwelling Residential 7/14/2016 Kevin In 7/11/2016 Dwelling Olander Review Residential Marc 7/11/2016Dwelling Please provide front, rear and side yard setback dimensions 7/14/2016 7/11/2016 Hayes Complete Residential No comments LT 7/14/2016 7/12/2016 PW Re Admin Complete 7/11/201 Dwelling , Residential Sewer is available on 42nd drive and must meet current 7/14/2016 7/13/2016 Rev Sew Complete 7/11/2016Dwellin standard and specifications to serve proposed lots FIR 7/11/201 Residential If the private sewer easement for this SFR is across lot 4 the /14/2016 7/13/2016 PW-Wat- Complete Dwelling ater service can come from 42nd,if that is not the case the Rev 17 onl main available is across 188th.Gus Notes Date Note 7/12/2016 Sent email for updated site plan.-Ip 7/11/2016 New Address needed for SFR. Uploaded Files Upload File Date File Uploaded B 7/18/2016 11:06:27 AM Revised Site Plan pdf Peterson, Launa x 7/11/2016 3:29:51 PM 1083 Application&Site Plan pdf Peterson,Launa x Kristin Foster From: robert@rkhomes-Ilc.com Sent: Tuesday, November 21, 2017 4:49 PM To: Kristin Foster Subject: RE:4225 188th Street Building Permit RKHOMHL834Q 1 215 103RD AVE NE LAKE STEVENS WA 98258 Robert Olson RK Homes LLC - Owner (425) 923 - 8724 robert@rkhomes-llc.com es I" Homes -COME HOME TO QUALITY --------- Original Message --------- Subject: 4225 188th Street Building Permit From: "Kristin Foster" <kfoster@arlingtonwa.gov> Date: 11/16/17 3:24 pm To: "robert@rkhomes-llc.com" <robert@rkhomes-llc.com> Robert, The building permit is ready to issue once we receive contractor information including the contractor's Labor and Industries license#. The total amount remaining is $3550.40 and can be paid by check, card or cash. Let me know if you have any questions. Thanks, Kristin Foster Permit Technician i City of Arlington 18204 591h Ave NE Arlington, WA 98223 360 403 3549 kfosteQariinaonwa.gov 2 RESIDENTIAL PERMIT APPLICATION Department of Community&Economic Development IN p 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: (aq114 S' Nir Plat: Uk Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: Is' Floor: /0(QL) 2"d Floor: 2( Garage: Q Total SF: ZS8 Describe Proposal (include cross street): c �v'y �v Tb�.,NSK ✓) �� �r('i�7 OS C-ce4u�G oT 2i C;N bE �Z[i�'ATa^► Sl"'T �01- Z AF-4 Zoo-7 a-a so ake pT AI o r S Valuation: C _ r Owner: Address: 2 k S I�W A4-- City: LAL-r-5-m-vv�S State: wq Zip Code: Phone: C42-S`- L( Email: 40300, F_ 12 E-5-- Ltd, cum Applicant: Zcn3 ) lSc�U Address: ZI S 1 v'3P" /4yF nlG_ City: LAke_ Srfv"lr State: r v- Zip Code: ZS� Phone: �Zj�� —�'7Z`(' Email: 9orti&re_ 1-k 4.,"gs - LL e Contractor: Address: City: State: Zip Code: Phone: Email: Contact Person: License Number: Expiration: Received &T d n 2017 6/16LP Page 1 of 3 Y RESIDENTIAL PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check allfhat apply and indicate the number of fixtures proposed) ❑ Bath/Shower Combo (4.0) x l Sink(1.5) x Shower(2.0) x 7 ❑ Lavatory(1.0) x Clothes Washer(4.0) x ❑ Water Closet(2.5) x Dishwasher(1.5) x •; ,f=%r—WatdY Heater x' Hose Bibb (2.5) x Water Heater Model# Other(list) x Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: • 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 '` °f RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development 7� pZ jNG1 City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 L Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace(80+) Model# - Att�j�) OL( 0 4 Q�q ldAFUE ❑ Heat Pump Model# SEER HSPE 0! AC Unit Model# SEER Type II Hood 11 Commercial Cooking Appliance Hydronic Piping Boiler ❑ Solid-Fuel Appliance PV System Fireplace Insert Q Outdoor BBQ a1 Storage Tank ❑ Freestanding Stove Ali Gas Piping 0` Other Gas Piping Information Not Applicable: f]j Pipe Material: e4::�7- Pipe Size: Total BTU's of all Appliances: 171 4F7D d Distance from Meter to Furthest Appliance: • 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 DApplicant Signature: Date: /d'27— 1 7 Print Applicants Name: 7c�;r—, 6/16LP Page 3 of 3 i � - i RESIDENTIAL PLAN; PLAN REVIEW Owner Robert&Kelsey Olson Address 4225 188th Street N.E. Building Type R-3 Single Ix IDuplex ITownhouse Type of Work Existing New X Reviewed By Kevin Olander Date 11/13/2017 Design Criteria 301.1 Engineered I �� Prescriptive 301.2 Loads:Tables 301.5-301.7 iYes / No 302.1 Location on Lot:5 feet/35% maximum Yes ✓ No 302.2 Townhouse Separation Yes - No 302.5.1 Garage Openings:20-minute door w/closer Yes v No 302.6 IGarage Separation I Yes No Footings and Stem Walls 401.4.1 Soils:Geotech or Prescriptive 403.1 Footings: (2)#4's continuous Yes �✓ No T403.1 Footing Size I Yes ✓ No 403.1.2 Continuous Footings(D2) Yes ✓ No 403.1.3.2 Vertical Reinforcement:#4 @ 4'/hook Yes �/ No 403.1.3.1 Stem Wall: (2)#4's horizontal Yes No 403.1.6.1 Foundation anchors: 1/2 inch @ 6' Yes ✓ No 403.1.7.1 Clearances from Slopes i Yes No 404 Foundation Walls(see Tables) I Yes ✓ No .1.3.3.7.3 Wall Openings:Verts within 12" ea.Side Yes No 405.1 Foundation Drainage exceptio Yes �� No 406.1 Damproofing(basement Yes — No 407 Columns:4 X 4 and R317 Yes ✓ No 408.2 Crawl Vents 1:150 and 3' of corners Yes No 408.3 Unvented Crawl Spacel Yes No 408.4 Crawl Access: 16 x 24 of 18 x 24 Yes No I ✓ Architectural 303 1 Light/Ventilation:8%and 4% Yes I ✓ No 303.4 Whole House Fan Yes No 303.3 Bathrooms: 3%or 50cfm Yes ✓ No 303.7 Stairway Illumination Yes No 304.1 Habitable Rooms:70sf min. Yes - No 305.1 Ceiling Height:7 feet min. Yes No 307.1 Plumbing Fixture Clearance Yes No 308.4 Safety Glazing: Hazardous Locations Yes No Life Safety 310.2.1 Emergency Rescue Windows: 5sf/5.7sf Yes No 310.2.2 Window Sill Height: Max.44" _ 310.2.3 jWindowWel1s Yes No Life Safety Continued r � f 311.2 Doors:3 feet min. @ 6'-8" Yes No 311.3 Landings:TX 3' min. Yes No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes No 311.6 Hallway Width 3 feet min. Yes No 311.7.1 Stairway Width 3 feet min. Yes ✓ No 311.7.2 Headroom 6'-8" min.I Yes No 311.7.5.1 Stairs:7 3/4" Max/10" Min. Yes No 311.7.8 Handrail Profile I I Yes / No 311.7.8 Handrails-4 plus risers Yes — No 311.8 Ramps 1 7 Yes — No 312.1.1 Guards-31 plus inches Yes No 312.1.2 Guard Height-36-inches min. Yes No 314 Smoke Detection I Yes INo 314.3-#4 SD: 3'outside of Bathroom Yes INo 315 CO Detection Yes INo 316 Foam Plastic Yes INo 320&321 (Adult Home/Day Cares Yes — I No Floor Systems 502.3 Allowable Joist Spans or TJI's Yes No 502.10 Headers/Openings I Yes INo 502.11 Trusses or Rafter/Joistl Yes INo 502.12 Draftstopping: 1,OOOsf max. Yes No 504 Pressure Treated Wood Yes No 506 Concrete Floors: 3.5 inches min. Yes No 507.2.1 Deck Ledger Connection Yes No 507.2.3(1) Deck Lateral Load Connection or Engineered Yes No Wall Systems 602.3 Wood Wall Framing and Plates Yes ✓ No 602.3.1 Fastener Schedules(2,3,4,5) Yes No 602.9 Cripple Walls: Lgsslhan 14" or 4' Yes No 602.10 Wall Bracing: ngineere r Prescriptive Yes No 602.10.4.1 Alternate BracedWa-fflranel Yes No 602.10.11 Cripple Wall Bracing Yes No 602.11.2 Stepped Foundations Yes No 607 Glass Unit Masonry Yes No a/ 609 Exterior Windows/Doors Yes No 702 Veneer I Yes No 702.1 Interior Wall Covering I Yes v No 703 Exterior Wall Coverings(WAC) Yes No I 703.8 Stone/Masonry Veneer Yes I No Roof/Ceiling _ 801.3 Roof Drainage (SD-14) �_ �IY,1L-` 1,kkw1O 0111 Yes ,/ I No 802.3 Ridge Beams:<3:12 pitch Yes INo 802.4 Ceiling Joist Span:Truss or Platform Yes INo 802.5 Rafter Spans:Truss or Platform Yes No 802.11 Roof Tie-Downs(48" o.c.) Yes I No 803 Roof Sheathing Yes INO 806.2 Roof Ventilation: 1/150 high and low Yes INo 807.1 Attic Access: 22"X 30" Yes No 905.2.7 jUnderlayment Yes INo Mechanical Systems Chapter 10 Chimney and Fireplaces Yes No 1305.1 Equipment Access: 30"X 30" Yes No 1305.1.3 Appliances in Attics I Yes — No 1305.1.4.1 Ground Clearnaces:3"Concrete Slab Yes I — No — 1307.2 Anchorgae of Appliances Yes No 1307.3 Elevation of Ignition Source Yes ,/ No 1307.3.1 Protection from Impact Yes No Chapter 14 Specific Appliances I Yes — No — 1401.3 Equipment Sizing:WSEC Yes No 1502 Clothes Dryer Exhaust: 25' or M.I. Yes No 1502.4.5 Length Identification Yes - No Chapter 18 Chimneys and Vents Yes No Chapter 24 Fuel Gas and Piping Yes _ No Plumbing-IPC WSEC and Lighting:See Energy Code Plan Review f Permit Information Date 10/9/2017 Permit Number 1685 Project Name Olson Applicant Name Robert&Kelsey Olson Applicant Address 215 103rd Avenue NE City, State,Zip Lake Stevens,WA 98258 Contact Robert Olson Phone 425-923-8724 Email robert@rkhomes-Ilc.com Permit Type Single Family Residence Site Address 4225 188th Street NE Valuation 294645.63 Status Applied Permit Issued Permit Expires Square Feet 2381 Type of Construction/Occupancy Load R3NB Number of Stories 2 Proposed Use SFR Assigned To Launa Peterson Property Parcel Address Subdivision Lot Owner 31051600302300 4225 188th Street NE 13 1 GALLAGHER SEAN M/ASHELY M Review Date Type Description Target Date completed Date Assigned To Status 10/10/2017 lResidential Dwelling 10/24/2017 evin Olander Pn Review Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $2.957.63 Building Plan Review Fee 345.83.00.00 Remaining Balance $309.27 Building Plan Review Fee 345.83.00.00 $1,613.19 Processing/Technology Fee 341.43.00.02 $25.00 State Building Code Surcharge Fee 386.00.01.00 $4.50 Totall $4.909.59 Payments Date Paid By Amount Descri tion Pap T e Acce ted B 10/9/2017 Pobert and Linda Olson $1.613.191 lCheck#1058 Vristin Foster Totall $1,613191 Amount Outstanding:$3,296.40 Uploaded Files Upload File Date I File Uploaded B 10/10/2017 2:36:17 PM 11685 ApOication odf Peterson.Launa x Prescriptive Energy Code Compli a for All Climate Zones in Washington Project Information Contact Information Plan 2381 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. F Authorized Representative Date 0 F I E All Climate Zones Received R-Value' U-Factor Fenestration U-Factor' n/a 0.30 O C T 0 9 2017 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGC"' n/a n/a CITY OF t'ft Ceilingk 49' 0.026 BUILDING DEPARTMENT Wood Frame Wall9m" 21 int 0.056 APPROVED Mass Wall R-Value' 21/21" 0.056 Floor 309 0.029 DATE,���3Ll� BY' �0 Below Grade Wall``" 1 10/15/21 int+TB 0.042 NO CHANGES AUTHORIZED Slab R-Value& Depth 1 10,2 ft n/a UNLESS APPROVED BY THE 'Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. BUILDING INSPECTOR Each dwelling unit In a residential building shall comply with sufficient options from Table R406.2 so as to achieve 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 1a 0.5 [J 0.5 1b Efficient Building Envelope 1b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 1d Efficient Building Envelope id 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 0.5 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 ❑ 1.5 5d Efficient Water Heating 5d 0.5 ❑ 6 IRenewable Electric Energy 1 0.5 1 1*1200 kwh 0.0 Total Credits 3.50 *Please refer to Table R406.2 for complete option descriptions Beef lWAwo CHA 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. b 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. There are no SHGC requirements in the Marine Zone. ` Reserved. ' Reserved. h Reserved. The second R-value applies when more than half the insulation is on the interior of the mass wall. ' 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 Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as specified in Section R402.1.3. Window, Skylight and Door Schedule Project Information Contact Information Plan 2381 Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) FRE 0.00 Exempt Glazed Fenestration (15 sq. ft. max.) 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet inch Feet Inch Area UA Den/Guest 10.30 1 5 1 5 5 27.5 8.25 Dining Room 10.30 1 6 1 2 12.0 3.60 Great Room 10M 2 5 5 50.0 15.00 Nook 10.30 1 6 6 10 41.0 12.30 Kitchen 10.30 1 4 4 6 18.0 5 40 0.30 0.0 0.00 Bonus Room 10.30 1 5 4 6 22.5 6.75 Bonus WIC 0.30 1 2 2 4.0 1.20 Bed#3 0.30 2 2 12 8.0 2.40 Bed#3 0.30 1 5 1.4 20.0 6.00 Bed#2 0.30 1 5 .4 20.0 6.00 Master Bed 0.30 2 2 2 8.0 2.40 Master Bed 0.30 1 6 4 24.0 7.20 Master Bath 0.30 1 4 2 8.0 2.40 Master Bath 10.30 1 2 3 6.0 1.80 Hallway 10.30 1 4 12 8.0 2.40 0.30 1 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.01 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.01 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 --4 0.0 0.00 0.0 0.00 Sum of Vertical Fenestration Area and UA j 277.0 83.10 Vertical Fenestration Area Weighted U=UA/Area 0.30 Overhead Glazing(Skylights) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet inch Area UA 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.01 0.00 Sum of Overhead Glazing Area and UA 0.01 MOO Overhead Glazing Area Weighted U=UA/Area Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 277.0 83.10 Sim le Heating System Size: Washington State This heating system sizing calculator is based on the Prescri live Reguiremenis of the 2015 Washington State Enereiv Code W EC and AC CA Manuals J and S.This calculator will calculate heating loads only ACCA procedures for sizing cooling systems should be used to determine cooling loads. 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'ec1 Information Contact Information Plan 2391 Heating System Type: O All Other Systems O Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions Design Temperature Difference(AT) 47 O1arySWlht AT=Indoor(70 degroes)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 2,381 Average Ceiling Height Conditioned Volume Average Ceiling Height(ft) 8.6 20,953 Glazing and Doors U-Factor X Area UA In 0.30 277 83.10 Skylights U-Factor Xr Area = UA Instructions 0.50 l� Insulation Attic U-Factor X Area = UA Instructions R-49 0.026 1.360 35.36 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions Select R-Value �_ I No selection -- Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions R-211ntemled0te 0.056 2,800 156.80 Floors U-Factor X Area UA ` Instructions R 30 0.025 1 160 34.00 Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions tirade Walls In this project. Slab Below Grade fseeFioure 1) F-Factor X LeL h UA Instructions No Slab Below Grade in this project. - Slab on Grade(see Figure 1) J F-Factor X Length L1 UA Instructions No Slab on Grade in this ptoJeu. Location of Ducts Instructions Duct Leakage Coefficient Urttor t ned Space 1.10 Sum of UA 309.26 Envelope Heat Load 14,535 Btu/Hour Figure 1. sumofUAXAT Air Leakage Heat Load 10,636 Btu/Hour VolumeX 0.6XATX.018 Building Design Heat Load 25,171 Btu I Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 27,688 Btu I Hour Ducts in unconditioned space:Sum of Building Heal Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 38,763 Btu I Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace Building and Duct Heat Loss X 1.25 for Heat Pump (07101113) I AI14d10Y4 'IIMW'�1:1fM1fl l V...N�•S.DM.`f!af.n�Y. .•1'M..1 Cn�v 1JW.Jfh.�1.� .L!«.5•uCU.U•C—1!.Harr-'dam-K.•�Ot;Off« .tA`:- DZ Av mw m!'+p r1 D�Z Dt T.Gl—L'I z D ��OZ 0z T (�M�] ®❑O❑OY�OO I ( I I I Z W pmOO�OZrti_OO CAN C of Z-ZI X v.OTO L100 Cnn ZD T _O L1�30D Z�-DiZKy nZ m rn 1O mm m Z Z D 3 A Imi1 Z N my S on O O n r^ D Z p C C N p n O y O Z D O< Z n n y A It C 3 '� = '� D D N Z Z 3 ~ m O A A A u�i tJi1 T Z Q Z R-mI p O y m p 0 < N O o 3 3 K o Ll Gl y m Z p p 1 C Z D- N j D 2 n Z T 30v1z mvlm=yZp nCLA O � N A CZ Q p C Q_ A A ZQrm = O p N SDmm>wm $ Z D 3rDZ ZZ O 1 mJ(1C mAm >ZD{ m Zm OOGf2lS OO _] LD2f]l o Z Z p0 z,Or1 3 rZ.1 z A ® O - 42ND DR NE m m I o i NN D D D 8 1 Z pi Tn 8a m p a�Z I o f 1 I � 4 5� � 4 zz� 9 M ( + '•\ LS m D D I + o O l y I W mc{ D a.. tiJ Z 1 y I i N i + I V I z l I I I � �DCD I c1 C� m j I u < +L` - - - ---1� CSC o CD CL I G ro N I w � I INS I I I I � m� + j I 1 m = I IW I I D N D LA + f) m to I i + z O m m I m w w is o 3 I I m z � N Z F Z Dm I I I Ln + I 0 Z I W +M '3a m I I C) + I m � vinv � o ( o p m 0 � n 1 C1 m > n I I M y I ~ a m m Z K I Z I N i w p In c1 I---- _ - " � z � md I A Q tiw. p GG) -4 ~w- CCC + ; + m .IOi + N I N } N W o C i :: fz.. t, �� ..� . i NASH &ASSOCIATES ARCHITECTS PLAN 2381 BEAM, LATERAL AND SEISMIC CALCULATIONS 251 Z ��1gT��ED ., cC �uFF : C0PY THOMAS NASH E OF WASHINGT_aN Received CITY OF ARLINGTON O C T 0 9 2017 BUILDING DEPARTMENT --b1 A P OVED U� DATE gy NO CHANGES AUTHORIZED UNLESS APPROVED BY THE �015 IBC BUILDING INSPECTOR JULY 1, 2016 8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117 WWW.NASH-ARCHITECTS.COM �,+ ., "its � 'i,� y '..:.ee=rrocr..,�..r..._.n x.,r�w.�.> �� aim .w i�A CLIENT`. NASH-ASSOCIATES BEAM DESIGN DATA PROJECT: A R C Fl Ff F,C T S DATE: NAME: 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 IBC 15 SteeL• Per IBC 15 Wood: Per IBC 15 Nailing: Per IBC 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, CF*KI) E = 1,800,000 8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117 WWW.NASH—ARCHPI'ECTS.COM PLAN 2381 BeamChek v20071icensed to:Michael Johnson Reg#7992-66428 PLAN 2381 MASTER BEDROOM RB-1 Date:9/20/11 Selection 3-1/8x 10-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=6.3 in2 R2=6.3 inz (1.5) DL Defl= 0.06 in Recom Camber=0.08 in Data Beam Span 6.0 ft Reaction 1 LL 2450# Reaction 2 LL 2450# Beam Wt per ft 7.97# Reaction 1 TL 4106# Reaction 2 TL 4106# Bm Wt Included 48# Maximum V 4106# Max Moment 8683'# Max V(Reduced) 3399# TL Max Defl L/240 TL Actual Defl L/656 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(im') Shear on-') TL Defl(in) LL Defl Actual 57.42 32.81 0.11 0.05 Critical 43.42 21.25 0.30 0.20 Status OK OK OK OK Ratio 76% 65% 37% 27% Fb(psi) Fv(psi) E i x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adj�ustments 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:500 Uniform_TL: 800 =A Point LL Point TL Distance 1900 B=3365 3.0 Uniform Load A Pt loads: R1 =4106 R2//4106 SPAN=6 FT Uniform and partial uniform loads are Ibs per lineal ft. -1 ram\ PLAN 2381 BeamChek v2007licensed to:Michael Johnson Reg#7992-66428 PLAN 2381 GREAT ROOM B-1 Date: 9/20/11 Selection L3-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft 1 Conditions NDS 2005 Min Bearing Area R 1=7.1 in2 R2=5.4 in2 (1.5)DL Defl= 0.05 in Recom Camber=0.07 in Data Beam Span 5.0 ft Reaction 1 LL 2863# Reaction 2 LL 2238# Beam Wt per ft 6.83# Reaction 1 TL 4595# Reaction 2 TL 3495# Bm Wt Included 34# Maximum V 4595# Max Moment 7623 W Max V(Reduced) 3667# TL Max DefI L/240 TL Actual DefI L/574 LL Max DefI L/360 LL Actual DefI L/>1000 Attributes Section(in ) Shear(in=) TL Defl(in) LL Defl Actual 42.19 28.13 0.10 0.05 Critical 38.11 22.92 0.25 0.17 Status OK OK OK OK Ratio 90% 81% 42% 33% Fb(psi) Fv i E(psi x mil Fc1(psi) Values Reference Values 2400 240 1.8 650 Adiusted Values 2400 240 1.8 650 Adiuslrnents 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 Point LL Point TL Distance Par Unif LL Par Unif TL start End 2450 B=4106 2.5 780 H=1230 0 2.5 280 1=350 2.5 5.0 I H Pt loads: L B R1 =4595 R2=3495 SPAN=5 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2381 BeamChek v2007licensed to:Michael Johnson Reg#7992-66428 PLAN 2381 NOOK B-2 Date:9/20/11 Selection 3-1/8x 9 GLB 24F-V4 DF/DF Lu=0,0 Ft Conditions NDS 2005 Min Bearing Area R1=5.7 inz R2=5.7 inz (1.5)DL Defl= 0.06 in Recom Camber=0.09 in Data Beam Span 6.0 ft Reaction 1 LL 2340# Reaction 2 LL 2340# Beam Wt per it 6.83 # Reaction 1 TL 3711 # Reaction 2 TL 3711 # Bm Wt Included 41 # Maximum V 3711 # Max Moment 5566* Max V(Reduced) 2783# TL Max Defl L/240 TL Actual Defl L/577 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section W) Shear in TL Defl in LL Defl Actual ( 42.19 28.13 0.12 0.07 Critical 27.83 17.39 0.30 0.20 Status OK OK OK OK Ratio 66% 62% 42% 33% Fb(psi) Fv(psi E(psi x mil Fc1(psi) Values Reference Values 2400 240 1.8 650 Adiusted 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:780 Uniform TL: 1230 =A ff� Uniform Load A —� L_ R1 =3711 R2=3711 SPAN=6 FT Uniform and partial uniform loads are lbs per lineal ft. PLAN 2381 BeamChek v2007 licensed to:Michael Johnson Reg#7992-66428 PLAN 2381 KITCHEN B_3 Date:9/20/11 Selection (2)2x 10 DF-L#2 _ Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=4.0 inz R2=4.0 in (1.5) DL Defl= 0.01 in Data Beam Span 4.0 ft Reaction 1 LL '1560# Reaction 2 LL 1560# Beam Wt per ft 6.74# Reaction 1 TL 2473# Reaction 2 TL 2473# Bm Wt Included 27# Maximum V 2473# Max Moment 2473'# Max V(Reduced) 1520# TL Max Defl L 1240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual DefI L/>1000 Attributes Section in Shear W TL DO in LL Defl Actual 42.78 27.75 0.03 0.01 Critical 29.98 12.67 0.20 0.13 Status OK OK OK OK Ratio 70% 46% 13% 11% Fb(psi) Fv si E(psi x mil Fc-L(psi) Values Reference Values 900 180 1.6 625 Ad usted Values 990 180 1.6 625 Adjustments CF Size Factor 1.100 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:780 Uniform TL: 1230 =A _ Uniform Load A R1 =2473 R2-2473 SPAN=4 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2381 BeamChek v2007 licensed to:Michael Johnson Reg#7992-66428 PLAN 2381 GREAT ROOM B-4 Date:9/20/11 Selection 5-1/8x 13-1/2 GLB 24F-V4 DF/DF Lu=0.0 Ft J Conditions NDS 2005 Min Bearing Area R1=7.6 in2 R2=7.6 inz (1.5) DL Defl= 0.16 in Recom Camber=0.24 in Data Beam Span 16.0 ft Reaction 1 LL 3840# Reaction 2 LL 3840# Beam Wt per ft 16.81 # Reaction 1 TL 4935# Reaction 2 TL 4935# Bm Wt Included 269# Maximum V 4935# Max Moment 19738'# Max V(Reduced) 4241 # TL Max DefI L/240 TL Actual Defl L/360 LL Max Defl L/360 LL Actual Defl L/514 Attfibut Section in') Shear(W) TL DefI(in) LL Defl - Actual 155.67 69.19 0.53 0.37 Critical 98.69 26.50 0.80 0.53 Status OK OK OK OK Ratio 63% 38% 67% 70% Fb(psi) Fv(psi) E(psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adiusted Values 2400 240 1.8 650 Adiusiments 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:480 Uniform TL: 600 =A Uniform Load A R1 =4935 R2=4935 SPAN=16 FT Uniform and partial uniform loads are Ibs per lineal ft. i i �� PLAN 2381 BeamChek v20071icensed to.Michael Johnson Reg#7992-66428 PLAN 2381 KITCHEN B-5 Date:9/20/11 Selection (2)2x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.6 inz R2=2.6 inz (1.5) DL Defl= 0.02 in Data Beam Span 7.0 ft Reaction 1 LL 1260# Reaction 2 LL 1260# Beam Wt per ft 6.74# Reaction 1 TL 1599# Reaction 2 TL 1599# Bm Wt Included 47# Maximum V 1599# Max Moment 2798'# Max V(Reduced) 1247# TL Max DefI L/240 TL Actual Defl L/976 LL Max DefI L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2 TL Defl Q0 LL Defl Actual 42.78 27.75 0.09 0.06 Critical 33.91 10.39 0.35 0.23 Status OK OK OK OK Ratio 79% 37% 25% 26% Fb_(psi) Fv(psi) E(psi x mil) Fcl(psi) Values Reference Values 900 180 1.6 625 Adjusted Values 990 180 1.6 625 Adiustments CF Size Factor 1.100 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress NIA 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:360 Uniform TL: 450 =A Uniform Load A r 0 R1 = 1599 R2= 1599 SPAN=7 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2381 BeamChek v2007 licensed to:Michael Johnson Reg#7992-66428 PLAN 2381 HALL B-6 Date:9/20/11 selec ion 4x 10 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.2 in2 R2=3.2 in (1.5) DL Defl= 0.02 in Data Beam Span 6.0 ft Reaction 1 LL 1560# Reaction 2 LL 1560# Beam Wt per ft 7.87# Reaction 1 TL 1974# Reaction 2 TL 1974# Bm Wt Included 47# Maximum V 1974# Max Moment 2960'# Max V(Reduced) 1466# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section(03) Shear(in2) TL Defl (in) LL Defl Actual 49.91 32.38 0.06 0.04 Critical 32.89 12.22 0.30 0.20 Status OK OK OK OK Ratio 66% 38% 19% 20% Fb(psi) Fv(psi) E(psi x mil Fc (psi) 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: 520 Uniform TL: 650 =A Uniform Load A R1 =1974 R2=1974 SPAN=6 FT Uniform and partial uniform loads are Ibs per lineal ft. I I I PLAN 2381 BeamChek v20071icensed to:Michael Johnson Reg#7992-66428 PLAN 2381 DEN/GUEST B-7 Date: 9/20/11 Selection 5-1/8x 9 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R 1=6.1 inz R2=6.1 in (1.5) DL Defl= 0.23 in Recom Camber=0.35 in Data Beam Span 11.0 ft Reaction 1 LL 2503# Reaction 2 LL 2503# Beam Wt per ft 11.21 # Reaction 1 TL 3967# Reaction 2 TL 3967# Bm Wt Included 123# Maximum V 3967# Max Moment 1109084 Max V(Reduced) 3426# TL Max DefI L/240 TL Actual DefI L/263 LL Max Defl L/360 LL Actual Defl L/494 Attributes Section in3) Shear(inz) TL Defl(in) LL DO Actual 69.19 46.13 0.50 0.27 Critical 54.54 21.41 0.55 0.37 Status OK OK OK OK Ratio 79% 46% 91% 73% Fb(psi) Fv(psi) E(psi x mil) FC i Values Reference Values 2400 240 1.8 650 Adjusted Values 2 10C 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 Loads Uniform LL:455 Uniform TL: 710 =A Uniform Load A C- -- Q R1 967 R2=3967 SPAN=11 FT Uniform and partial uniform loads are Ibs per lineal ft. � i PLAN 2381 BeamChek v20071icensed to: Michael Johnson Reg#7992-66428 PLAN 2381 GARAGE GB-1 Date:9/20/11 Selection 5-1/8x 15 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=7.4 in2 R2=7.4 in2 (1.5) DL Defl= 0.18 in Recom Camber=0.27 in 1 Data Beam Span 18.5 ft Reaction 1 LL 3700# Reaction 2 LL 3700# Beam Wt per ft 18.68# Reaction 1 TL 4798# Reaction 2 TL 4798# Bm Wt Included 346# Maximum V 4798# Max Moment 22190 W Max V(Reduced) 4149# TL Max Defl L/240 TL Actual Defl L/379 LL Max DefI L/360 LL Actual DO L/547 Attributes Section(in3) Shear(in2) TL DO in LL DefI Actual 192.19 76.88 0.59 0.41 Critical 112.02 25.93 0.93 0.62 Status OK OK OK OK Ratio 58% 34% 63% 66% Fb(psi) Fv(psi) E(psi x mil) Fc1(psi) Values Reference Values 2400 240 1.8 650 Adjusted Values _ 2377 240 1.8 650 Adiustments Cv Volume 0.990 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:400 Uniform TL: 500 =A rr� Uniform Load A l_ Q R 1 =4798 R2=4798 SPAN=18.5 FT Uniform and partial uniform loads are Ibs per lineal ft. PLAN 2381 BeamChek v2007licensed to:Michael Johnson Reg#7992-66428 PLAN 2381 GARAGE GB-2 Date:9/20/11 Selection 5-1/8x 24 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=20.4 in2 R2=20.7 in2 (1.5) DL Defl= 0.23 in Recom Camber=0.34 in Data Beam Span 18.5 ft Reaction 1 LL 8135# Reaction 2 LL 8268# Beam Wt per ft 29.89# Reaction 1 TL 13255# Reaction 2 TL 13434# Bm Wt Included 553# Maximum V 13434# Max Moment 660054 Max V(Reduced) 10934# TL Max Defl L/240 TL Actual DO L/474 LL Max Defl L/360 LL Actual DO L/917 Attributes Section(in�') Shear(in2) TL Defl(in) LL DefI Actual 492.00 123.00 0.47 0.24 Critical 349.26 68.34 0.93 0.62 Status OK OK OK OK Ratio 71% 56% 51% 39% Fb(psi) Fv(psi) E( si x mil Fc (psi) Values Reference Values 2400 240 1.8 650 Adiusted Values_ 2268 240 1.8 650 Adiustments Cv Volume 0.945 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:25 Uniform TL: 40 =A i Point LL Point TL Distance Par Unit LL Par Unif TL Start End 2692 B=4544 8.0 740 H=1180 0 8.0 2058 C=3422 13.0 240 1=300 8.0 13.0 740 J=1180 13.0 18.5 F -1 I H Uniform Load A Pt loads: R1 =13255 R2�13434 SPAN=18.5 FT Uniform and partial uniform loads are Ibs per lineal ft. CLIENT: NASH m ASSOCIATES WIND AND 5E 15MI G DE51 GN DATA PROJECT A R C H I T F CT S PER 2015 1 BG DATE: NAME: WIND DE516N GRITERIA DESIGN PER A5GE 1-10 I. NOMINAL/ULTIMATE WIND SPEED V/asd /Vult 85/110 mph 2. RISK CATEGORY II 1.00 3. WIND EXP05ME CATEGORY "B° 4. INTERNAL PRE55LRF COEFFICIENT +/-55 5. COMPONENTS AND CLADDING DESIGN PRE55LIRE +/- 16 psf BUILDIN65,5TRX—TURE5, AND PARTS THEREOF SHALL BE DESIGNED AND GON57RUGTED IN ACCORDANCE WITH 5TRENGTH DESIGN, LOAD, AND RE515TANGE FACTOR DESIGN, ALLOWABLE 5TRE55 DE516N, EMPIRICAL DE516N OR CONVENTIONAL CONSTRUCTION METHODS, AS PERMITTED BY THE APPLIGABLE MATERIAL CHAPTER,SEGTION 1604.1 BUILDINGS, 5TRUGTURES,AND PARTS THEREOF, SHALL BE DESIGNED TO WITHSTAND WIND LOADS AS DEFINED IN 5EGTION 160q AND ASCE 7-10 SIMPLIFIED METHOD TO BE USED FOR WIND DESIGN PER A5GE 1-10,5EGTION 275 (BUILDING HEIGHT 15 LESS THAN, 160 FEET) 110 MPH ULTIMATE WIND SPEED USE Iq.b P5F PER TABLE 21b.1 "EXPOSURE 5- HOOD DESIGN PER SECTIONS 2504-2306. 5TRUGTURES'USING WOOD SHEAR WALLS AND DIAPHRAGMS TO RESIST WIND,SEISMIC,AND ALL OTHER LATERAL LOADS SHALL BE DESIGNED AND CONSTRUCTED IN AGGORDANGE WITH AF d PA 5DPW5 AND PROVISIONS OF SECTIONS 2505-2506 5E15MIG DE516N DATA DESIGN PER A5CE 1-10/SECTION 1615 I. SEISMIC IMPORTANCE FACTOR le 1.00 2.SHORT PERIOD ACCELERATION 55 1.66 'see footnote at bottom of POGO 3. 1 5EGOND ACCELERATION 51 0.148 'see footnote at bottom of POGO 4. SITE GLA55 D (default class per IBC) 5. SPECTRAL RESPONSE GOEFFIGENT 5= O.g72 "see footnote at bottom of page 6. SPECTRAL RESPONSE COEFFICIENT 501 0.148 •see footnote at bottom of page 7. SEISMIC DESIGN GATEGORY D 5. SEISMIC.FORGE RESISTING SYSTEM PLYWOOD SHEAR WA15 q. DESIGN BASE SHEAR (see selsmla calculations) 10. SEISMIC, RESPONSE GOEFFIGENT Gs 0.15 11. RESPONSE MODIFIGATION FACTOR R 65 12. ANALY515 PROCEDURE EQUIVALENT LATERAL FORGE 13. RI5K CATEGORY II THE ANCHORAGE OF WALLS SUPPORTING GON5TRUGTION SHALL BE BE DESIGNED IN AGGORDANGE WITH A50E 1-10,5EGTION 12.11.2 IN STRUCTURES ASSIGNED TO SEISMIC DESIGN CATEGORY Gf, COLLECTOR ELEMENTS AND THEIR GONNEGTIONS TO VERTIGAL ELEMENTS SHALL BE DESIGNED TO RE515T MAXIMUM EFFEGT5 A5 5PEGIFIED IN ASGE 7-10,SECTION 12.10.2.1 BASE SHEAR V= (P 5.,/IW►"I ANCHOR BOLTS 5/8" DIA X loll,A507 OR BETTER W/7" MIN. EMBEDMENT.V= 1104#/BOLT * PER U565, THE MAXIMUMS, IN THE STATE OF WA51-1INGTON 15 0.148. ALL 5E15MIG DESIGN VALUES USED IN THI5 ANALY515 ARE BASED UPON TH15 W- 3ER. 51NCE S115 LE55 THAN 0.15, THEN USE SEISMIC CATEGORY D IF R15K CATEGORY IS I, 11,OR III 8003 118th AVE NE Kirkland, WA 98033 (425) 828-4117 LE - I if WW.NASH-ARCHITECTS.COM ,�, � � I I I � 1 I II , I I 1 I - - 1 1 � � I I I I 1 I , I I I II I (�� I i I I 1 I I I I 1 ! I I I � � I I I I I � I I 1 I 1 1 I I I I u a y , a li � � � ='J i ICI i V e i II m �� 9 . i , N � v I 1 I � N � N v C r�� ilk w� 1 �l V S o v. Q Id M v i C� C� .� .� ._ �� ~ � N � .� 1. LATERAL CALCULATIONS CLIENT: NASH&ASSOCIATES WIND WORKSHEET PROJECT: ARCHITECTS DATE: 85 MPH/110 MPH= NOMINAL )LTIMATE WIND 5PEED Nam: 19.6 P5F- EXP05URE "B" 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 6 specified height) LENGTH (ft) (#/ft) TYPE 1L17:5 u 3100-17 2 v! c&AP �- Cf �� &mz 1' y x ( G1 el '7 i 50 1 44 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 ^ �/ WWW.NASH—ARCHITECTS.COM �./ I CLIENT: 11 HASH-ASSOCIATES SEISMIC ANAI,YgIS PROJECT: ARCHITECTS DATE: NAME: 1 Weight of Building: Roof Assembly. Asphalt Shingles - 2.00#/ft Cedar Shakes - 0.15#/ft Tile - 9.50 /ft Felt - 0.15 #/ft Felt - 0.15 #/ft Felt - 0.15 #/tt 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft 1/2" Plywood - 1.50 #/ft Trusses a 24" o.c. - 1.75 ##/ft Trusses ® 24" o.c. - 1.75 ##/ft Trusses 0 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 - 2.00#/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&G 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 0 16" o.c. - 1.10 ##/ft 1/2" Plywood - 1.50 #/ft 1/2" GWB - 2.00##/ft 2x6 ® 16" o.c. - 1.37 ##/ft 5.10 ##/ft R-21 Insulation - 2.10 #/ft Total Use . 0#/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, JONES SEISMIC ANALYSIS PROJECT: ANDERSON DA rE: NAME: Architects do Planners 2 SEISMIC: V = (C,) (Wdl) (Plywood) 2nd Level: Roof: (Asphalt / Cedar Shake) 10#/ft X /36 y sf = 3 U or (Tile) 18#/ft X / sf = Exterior Walls: L x 10#/sf x 1/2 (h) po (, 15V k,(O� (E2) Interior Walls: L x 8#/sf x 1/2 (h) �' t2 O (I TOTAL = Z 7ZZ) 1st Level: Roof: (1st Floor Roof) 10#/ft X Zoo sf = Zod O 2nd Floor: 10#/ft X 13 Z 1—sf = Z Exterior Walls: (E2) + L x 10#/sf x 1/2 (h) { 2 ?Ub (E1) Interior Walls: (I� + L x 8#/sf x 1/2 (h) (I1) 5mo + e61kJ3Vq, T' TOTAL = C Basement: 1st Floor: 10#/ft X sf = Exterior Walls: (El) + L x 10#/sf x 1/2 (h) Interior Walls: (I1) + L x 8#/sf x 1/2 (h) TOTAL — G r' 3`q 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW.NASHJONESANDERSON.COM s 7 CLIENT: _11 NASH-ASSOCIATES SEISMIC ANALYSIS PROJECT: ARCIIITECTS DATE: NAME: 3 BASE SHEAR: BASE SHEAR V= (F 5E*/W W V= F (.G72)/6.5= .144 LEVEL 2: Wdl Z( � Z#, x 0.149 LEVEL 1: Wdl��6, /Z p x 0.149 = TOTAL:- Wdl_ I� / r n x 0.149 = l < </ (V) Dead Load Hei ht Moment Shear ® Stor Level (Wdl) (h� (Wdl)(h) Fx = [(Wdl)(h)TV Remarks (Wdl)(h) S(7 2 qf � J 36uCa, � O V Total 6 t 1 ( sq, 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 822-1918 WWW NASH-ARCHITECTS.COM s CLIENT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: ARC:HITFCTS DATE: NAME: 4 d�W •d O' C)APEI W azU 0�Do E- �x W x Q o zW x w cn N a A a a H oE- � N1 N = s z w oo \ V--) a ul N tV zw c N o 0 0 N cx- a 644 N.E. 80th St. Kirkland, SPA 98033 (425) 828-4117 Fax (425) 822-1918 \. VP�VPVPNASH-ARCHITECTS.COM CLIENT: NASH&ASSOCIATES SEISMIC ANALYSIS PROJECT: ARCHITECTS DATE: NAME: 5 Redundancy Factor (p): 1. Maximum allowable wall shear for p<=1 Vumax = (2)(Vaccstory)/Ab l/2 (2)( aura -) / g, 2 38,E 2. Maximum actual shear Vmax = Largest seismic wall shear 3. p = 2-[2(Vaccstory)/(Vumax)(Ab 1/2) 2 Z Yf D� 11644 N.E. 80th St. Kirkland, WA 98033 (425) 828-4117 Fax (425) 622-1918 WWW.NASH—ARCHITECTS.COM Date: 04/10/2026 Perm t#: 1685 Permit Date: 10/09/2017 Review Date: 10/10/2017 Perm it Type: RESIDENTIAL SINGLE FAMILY Review Type: RESIDENTIAL SINGLE FAMILY Target Date: 10/24/2017 Scheduled Time: 00:00 Com pleted Date: 11/13/2017 Description: See red-lined drawings Review Status: Assigned To: BUILDING Tim eIn: 00:00 Time O it: 00:00 H curs: 0.0 Property Information Parcel#: 31051600302300 O LSON ROBERT/KELSEY OLSON ROBERT/KELSEY 2 15 103RD AVE NE 4225 188th Street NE L AKE STEVENS,WA98258 Zoning: 910 Undeveloped (Vacant) LandLot: 3Block: Permit#: 1685 Permit Date: 10/09/17 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name Olson Applicant Nam a Robert& Kelsey Olson Applicant Address: 215 103rd Avenue NE Applicant, City, State, Zip: Lake Stevens, WA98258 Contact: Robert Olson Phone: 425-923-8724 Em al: robert@rkhom cs-llc.com Scope of Work: SFR Valuation: 294645.63 Square Feet: 2381 Num ber of Stories: 2 Construction Type: O xupancy G ioup: ID Code: Permit Issued: 11/27/2017 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Launa Black Property Parcel# Address L egal Description O wner Nam e Caner Phone Zoning Section 16 Township 31 Range 05 Quarter SW-LOT 3 CITY OF ARLINGTON OLSON 910 Undeveloped 31051600302300 4 225 188th Street NE SHORT PLAT Z-07-047 ROBERT/KELSEY (Vacant)Land AFN 200712195006 BEING A PTN OF SE1/4 SW 1/4 SD SEC Contractors Contractor P rim ay Contact P hone A ddress C ontractor Type L icense License RK Horn es,LLC 2 15 103rd Ave NE CONSTRUCTION CONTRACTOR Inspections Date I nspection Type D escription S cheduled Date C om Iieted Date I nspector S tatus 12/05/2017 R20.SFR/DUPLEX Approved FINAL Plan Reviews Date Review Type D escription A ssigned To R eview Status 10/10/2017 RESIDENTIAL SINGLE See red-lined drawings B UILDING FAMILY Fees Fee D escription N otes A in mnt Building Plan Review T able 4-2 $1,613.19 Building Perm i T able 4-1 $2,957.63 Building Plan Review T able 4-2 R em wining Balance $309.27 Processing/Technology $25.00 State Surcharge- 1st DU R esidential-1st Unit $4.50 Forced Air Heat f ee per Btu $25.00 Gas Piping/Units E nter#of units $10.00 Mechanical Base P erm i Fee $25.00 Plum ling Base Perm i Fee $25.00 Mechanical Com m ecial Perm i T able 4-7;Per Unit 1 2 @$12 $144.00 Water Heater(Tank) $25.00 Total $5,163.59 Attached Letters Date Letter D escription 11/16/2017 Building Permt Paym arts Date Paid By D escription P aym wit Type A ccepted By A in amt 10/09/2017 Robert and Linda Olson C heck#1058 K ristin Foster $1,613.19 11/27/2017 Robert Olson 6 7447753 c c $3,550.40 O itstanding Balance $0.00 Notes Date Note C reated By: 11/16/2017 Em ailed for contractor info.KF K ristin Foster 11/16/2017 Mitigation fees were paid for prior to final plat recordation.KF K ristin Foster Uploaded Files Date File Nam e 11/27/2017 2797745-1685 Issued Perm i.pdf 10/10/2017 2688748-1685 Application.pdf