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218 N LENORE AVE_BLD3273_2026
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C a. F O ❑ ❑ ❑ O ❑ ❑ z ❑ CITY OF ARLINGTON 18204 59th avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 ' BUILDING,PER 219 L.emore,Avenue Permit#:3273 Permit Expiration Date: 12/26/2020 Facet#:00455400101600. Wh ati= 190328.23 MILLER DONALD&JACOBSON Donald Miller Skagit Design Homes LINDA D 230 LENORE AVE 7891 Bultus Bay Rd PO Box 2407 ARLINGTON,WA 98223 Clinton,WA 98236 Mount Vernon,WA 98273 425-210-0272 360-757-7773 LIC:skagid*93317 EXP:D&27/2021 Lyy IC#: EXP: pp yy�vvLIC#: EXP: - PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: I OCC GROUP: R3 BUILDINGS: 1 p �pOCC LOAD: tyrt:..�G7ss,:r 'Y w ':�.'.-p1Q .f ..l:'.a:'? =. The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State.To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. 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. IBCl l0/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. �vl �J Li cA��➢�a c�b 5CM 7) Z I Ir ature Print Name 1IJX��Date Released By Dot CONDMONS SEE RED-LINED PLANS FOR DITIONAL CONDITIONS.MITIGATION IS RE RED FOR THE REMOVAL OF THE EXISTING TREES WITH LIKE PLANTINGS ON THE PROPERTY,OR A FEE MUST BE PAID IN-LIEU.EXISTING DRIVEWAY CUTS SHALL BE REMOVED AND REPLACED WITH SIDEWALK,CURB AND LAWN STRIP.STREET TREES-ARE REQUIRED.SIDEWALK SHALL BE REPLACEDFROM LOT-LINE TO LOT-LINE.DRIVEWAY MUST BE PAVED.PERMIT IS REQUIRED FOR ANY WORK IN THE RIGHT-OF-WAY.ALL RIGHT-OF-WAY WORK SHALL MEET CITY OF ARLINGTON STANDARDS INCLUDING CDF FILL FOR TRENCHES.DRAINAGE FOR BUILDINGS SHALL BE DIRECTED INTO THE GROUND FOR INFILTRATION PER CITY OF ARLINGTON STANDARDS.ADHERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS.CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY, ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. ! Date Description Fee Amount 0712712020 Building Permit Fee $2,257 40 07/27/2020 Park-Community SF $1,662.00 07/27/2020 Paris-Mini SF $484.00 07/27/2020 Traffic Mitigation-City $3 355 DO 07127/2020 Fireplacellnsert/Woodstove $15.00 07/27/2020 Forced Air Heat $15.00 0F12712020 Heat Pump/Heat Exchangers $25 00 07/2712020 Mechanical Base $25.00 07/27/2020 Range Hood $15.00 0712T/2020 Processing/Technology Fee $25.00 07/27/2020 Bath/Shower or Shower Only $30 00 07/27/2020 Clothes Washer $15.00 07127/2020 Hose Bib/Roof Drains $30.00 07/27/2020 Lavatory $45.00 07127/2020 Plumbing Base $25.00 W7/27/2020 Sinks/ToAets/Urinals/Disposal $45.00 07/27/2020 Water Heater $25.00 07/27/2020 State Building Code Surcharge Fee $8 50 07/27=0 Building Plan Review Fee $1,487.31 Total.Due: $9,567.21 Total Payment: $9,567.21 Balance Due: $0.00 CALL D Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon r CITY OF ARLINGTON j 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 218 Lenore Avenue Permit#:3273 Permit Expiration Date: 12/26/2020 Parcel#: 00455400101600 Valuation: 190328.23 OWNER APPLICANT CONTRACTOR MILLER DONALD&JACOBSON Donald Miller Skagit Design Homes LINDA D 230 LENORE AVE 7891 Bultus Bay Rd PO Box 2407 ARLINGTON,WA 98223 Clinton,WA 98236 Mount Vernon,WA 98273 425-210-0272 360-757-7773 LIC:skagid*93317 EXP:06/27/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: 1 OCC GROUP: R3 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law, or order,proclamation, guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order, proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law, or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 110/IRC 110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Date CONDITIONS 't: I SEE RED-LINED PLANS FOR ADDI' INNAL CONDITIONS.MITIGATION IS REQ )ED FOR THE REMOVAL OF THE EXISTING TREES WITH LIKE PLANTINGS ON THE PROPERTY,OR A FEE MUST BE PAID IN-LIEU.EXISTING DRIVEWAY CUTS SHALL BE REMOVED AND REPLACED WITH SIDEWALK,CURB AND LAWN STRIP. STREET TREES ARE REQUIRED. SIDEWALK SHALL BE REPLACED FROM LOT-LINE TO LOT-LINE.DRIVEWAY MUST BE PAVED.PERMIT IS REQUIRED FOR ANY WORK IN THE RIGHT-OF-WAY.ALL RIGHT-OF-WAY WORK SHALL MEET CITY OF ARLINGTON STANDARDS INCLUDING CDF FILL FOR TRENCHES. DRAINAGE FOR BUILDINGS SHALL BE DIRECTED INTO THE GROUND FOR INFILTRATION PER CITY OF ARLINGTON STANDARDS.ADHERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS.CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 07/27/2020 Building Permit Fee $2,257.40 07/27/2020 Park-Community SF $1,662.00 07/27/2020 Park-Mini SF $484.00 07/27/2020 Traffic Mitigation-City $3,355.00 07/27/2020 Fireplace/Insert/Woodstove $15.00 07/27/2020 Forced Air Heat $15.00 07/27/2020 Heat Pump/Heat Exchangers $25.00 07/27/2020 Mechanical Base $25.00 07/27/2020 Range Hood $15.00 07/27/2020 Processing/Technology Fee $25.00 07/27/2020 Bath/Shower or Shower Only $30.00 07/27/2020 Clothes Washer $15.00 07/27/2020 Hose Bib/Roof Drains $30.00 07/27/2020 Lavatory $45.00 07/27/2020 Plumbing Base $25.00 07/27/2020 Sinks/Toilets/Urinals/Disposal $45.00 07/27/2020 Water Heater $25.00 07/27/2020 State Building Code Surcharge Fee $6.50 07/27/2020 Building Plan Review Fee $1,467.31 Total Due: $9,567.21 Total Payment: $9,567.21 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm For next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested, and whether you prefer morning or afternoon �� I Permit#: 3273 Permit Date: 06/29/20 Project Name: Miller Site Address: 230 Lenore Avenue Company/Applicant Name: Donald Miller Company/Applicant Address: 7891 Bultus Bay Rd City, State, Zip: Clinton, WA 98236 Contact: Donald Miller Phone: 425-210-0272 Email: delicatelight@whidbey.com Permit Type: Single Family Residence Valuation: 190328.23 Square Feet: 1774 Number of Stories: 2 Type of Construction: VB Occupancy Type: R-3; Residential Scope of Work: New SFR MIC/Opportunity Zone: Permit Issued: Permit Expires: l 2/26/2020 DNU: Status: IN PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning MILLER DONALD 1 I l Single Family 00455400101600 2XX LENORE AVE &JACOBSON Residence- LINDA D Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License# Skagit Design Homes James Eidson 360-757-7773 PO Box 2407 CONTRACTOR Labor and skagid*93317 Industries Plan Reviews Date Review Type Description Assigned To Review Status 06/29/2020 Residential Dwelling Building In Review 06/29/2020 Residential Dwelling Josh Grandlienard In Review 4 ,. I f 06/29/2020 Residential Dwelling Nova Heaton In Review Fees Fee Description Notes Amount Building Permit Fee Table 4-1 $2,257.40 Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Traffic Mitigation-City Single Family $3,355.00 Fireplace/Insert/Woodstove $15.00 Forced Air Heat fee per Btu $15.00 Heat Pump/Heat Exchangers $25.00 Mechanical Base Permit Fee $25.00 Range Hood Residential $15.00 Processing/Technology Fee $25.00 Bath/Shower or Shower Only $30.00 Clothes Washer $15.00 Hose Bib/Roof Drains $30.00 Lavatory Toilet&Sink Only $45.00 Plumbing Base Permit Fee $25.00 Sinks/Toilets/Urinals/Disposal Sinks-Kitchen,Bar,Service,Bath, $45.00 Handwash Water Heater Tank or Tankless $25.00 State Building Code Surcharge Fee Residential- 1st Unit $6.50 Building Plan Review Fee Table 4-2 $1,467.31 Total $9,567.21 Notes Date Note Created By: 06/29/2020 Need City of Arlington school impact fee receipt prior to issuance. Kristin Foster Conditions per the Zoning Permit BLD-3136 Driveway must be paved 06/29/2020 Drainage for building shall be directed into the ground for infiltration per city standards Kristin Foster Will Need to mitigate for the removal of the tree with like plantings on the property or a fee in- lieu of and show a 6'deep porch or front patio 06/29/2020 Plans are in Kevin's office. Kristin Foster Uploaded Files Date File Name 06/29/2020 6900819-3273 Plans.pdf 06/29/2020 6900813-3273 Applic Lion pdf x 1 r Permit#: 3136 Permit Date: 04/21/20 Project Name: Miller Site Address: Lot south of 230 N. Lenore Company/Applicant Name: Donald Miller/Linda Jacobson Company/Applicant Address: 891 Cultus Bay Rd City, State, Zip: Clinton, WA 98236 Contact: Donald Miller Phone: 425-210-0272 Email: delicatelight@whidbey.com Permit Type: ZON Valuation: 0.00 Square Feet: 0 Number of Stories: 0 Type of Construction: Occupancy Type: Scope of Work: Construction of 2-story SFR w/detached garage MIC/Opportunity Zone: Permit Issued: Permit Expires: DNU: Status: ISSUED Property Parcel# Address Legal Description Owner Name Owner Phone Zoning MILLER DONALD i I l Single Family 00455400101600 230 LENORE AVE &JACOBSON Residence- LINDA D Detached Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status Sidewalk to be replaced lot 06/03/2020 Inspection line to lot line,curb cut to be 06/03/2020 06/03/2020 Building Assigned replaced w/standard curb Plan Reviews Date Review Type Description Assigned To Review Status 04/21/2020 ZON Building In Review 04/21/2020 ZC Will Need to mitigate for the removal of the tree A 1e Josh Grandlienard Approved with plantings on the property or a fee in-lieu of and show a 6' Conditions deep porch or front patio •Driveway must be paved Approved with 04/21/2020 ZON •Drainage for building shall be directed into the ground Nova Heaton Conditions for infiltration per city standards Water&Sewer connection fees in effect at the time of 04/21/2020 ZON PW Admin Rev Approved building permit submittal will apply,LT 04/21/2020 ZON PW-Sew-Rev In Review 04/21/2020 ZON water service is already installed no connection fees have pW-Wat-Rev Approved been paid Notes Date Note Created By: 04/28/2020 Emailed applicant Raelynn Jones Uploaded Files Date File Name 04/21/2020 6547379-3136 Site Plan.pdf 04/21/2020 6547378-3136 Application.pdf Permit#: 3273 Permit Date: 06/29/20 Project Name: Miller Site Address: 218 Lenore Avenue Company/Applicant Name: Donald Miller Company/Applicant Address: 7891 Bultus Bay Rd City, State, Zip: Clinton, WA 98236 Contact: Donald Miller Phone: 425-210-0272 Email: delicatelight@whidbey.com Permit Type: Single Family Residence Valuation: 190328.23 Square Feet: 1774 Number of Stories: 2 Type of Construction: VB Occupancy Type: R-3; Residential Scope of Work: New SFR MIC/Opportunity Zone: Permit Issued: Permit Expires: 12/26/2020 DNU: Status: IN PROCESS Property Parcel# Address Legal.Description Owner Name Owner Phone Zoning MILLER DONALD I I I Single Family 00455400101600 2XX LENORE AVE &JACOBSON Residence- LINDA D Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License# Skagit Design Homes James Eidson 360-757-7773 PO Box 2407 CONTRACTOR Labor and skagid*93317 Industries Plan Reviews Date Review Type Description Assigned To Review Status 06/29/2020 Residential Dwelling Building In Review 06/29/2020 Residential Dwelling Will Need to mitigate for the removal of the tree with like Josh Grandlienard Approved with ��►� '1.Z2. 2vZv plantings on the property or a fee in. of Conditions •Existing driveway cuts shall be removed and replaced with sidewalk,curb and lawn strip •Street trees are required •If any defects in the sidewalk exist it shall be removed and replaced Approved with 06/29/2020 Residential Dwelling •Driveway must be paved Nova Heaton Conditions •Permit required for any right-of-way work •All ROW work shall meet COA Standards including CDF fill for trenches •Drainage for building shall be directed into the ground for infiltration per city standards Fees Fee Description Notes Amount Building Permit Fee Table 4-1 $2,257.40 Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Traffic Mitigation-City Single Family $3,355.00 Fireplace/Insert/Woodstove $15.00 Forced Air Heat fee per Btu $15.00 Heat Pump/Heat Exchangers $25.00 Mechanical Base Permit Fee $25.00 Range Hood Residential $15.00 Processing/Technology Fee $25.00 Bath/Shower or Shower Only $30.00 Clothes Washer $15.00 Hose Bib/Roof Drains $30.00 Lavatory Toilet&Sink Only $45.00 Plumbing Base Permit Fee $25.00 Sinks/Toilets/Urinals/Disposal Sinks-Kitchen,Bar,Service,Bath, $45.00 Handwash Water Heater Tank or Tankless $25.00 State Building Code Surcharge Fee Residential- 1st Unit $6.50 Building Plan Review Fee Table 4-2 $1,467.31 T - Total $9,567.21 Payments Date Paid By Description Payment Type Accepted By Amount 07/01/2020 Donald Miller 4267 Raelynn Jones $9,567.21 Outstanding Balance $0.00 Notes Daft Note Created By: 07/22/2020 New address assigned as 218 Lenore Avenue. Kristin Foster 07/22/2020 Will Need to mitigate for the removal of the tree with like plantings on the property or a fee in- Kristin Foster lieu of •Existing driveway cuts shall be removed and replaced with sidewalk,curb and lawn strip •Street trees are required •If any defects in the sidewalk exist it shall be removed and replaced 07/22/2020 •Driveway must be paved Kristin Foster •Permit required for any right-of-way work •All ROW work shall meet COA Standards including CDF fill for trenches •Drainage for building shall be directed into the ground for infiltration per city standards 06/29/2020 School Impact Fees pai/,—)receipt provided.7/16/2020 Kristin Foster Need City of Arlington school impact fee receipt prior to issuance. Conditions per the Zoning Permit BLD-3136 Driveway must be paved Drainage for building shall be directed into the ground for infiltration per city standards 06/29/2020 Kristin Foster Will Need to mitigate for the removal of the tree with like plantings on the property or a fee in- lieu of and show a 6'deep porch or front patio 06/29/2020 Plans are in Kevin's office. Kristin Foster Uploaded Files IL Date File Name 07/16/2020 6993481-3273 Paid school district mitigation.pdf 06/29/2020 6900819-3273 Plans.pff 06/29/2020 6900813-3273 AR i a i nd y • S , RESIDEN IAL 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: between 214 & 230 Lenore Av, Arlington, WA 98223 Plat: tax ID 00455400101600 Single-family Q1 Duplex Townhouse �Ji Addition i Accessory structure Proposed Area: 15t Floor: 880 2nd Floor: 834 Garage: n/a Total SF: 1774 Describe Proposal (include cross street): construction of 2 story single family residence in Old Town Arlington, at later date (separate permit) a detached 24x26 ft will be constructed accessed from the alley. Later date adding rooftop solar but not with this cnnctn action. Valuation: $190,328.23 Owner: Donald J Miller, Linda D Jacobson Address: 7891 Cultus Bay Rd. City: Clinton State: WA Zip Code:98236 _ Phone: 425-210-0272 Email: delicatelight@ whidbey.com Applicant: Donald J Miller Address: 7891 Cultus Bay Rd City: Clinton State: WA Zip Code:98236 _ Phone: 425-210-0272 Email: delicatelight@ whidbey.com Contractor: Skagit Design Homes PO Box 2407 Mt Vernon WA 98273 Address: City: State: Zip Code: Phone: 360-757-7773 Email:jam es@ skagitdesignhom es.com Contact Person: James Eidson License Number:SKAGID*933L7 Expiration: 6/27/2021 6/16LP ReceiVP,96e 1 of 3 JUN 2 2 2020 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 all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x 1 Sink (1.5) x 1 (� Shower (2.0) x 1 Lavatory (1.0) x 3 Clothes Washer (4.0) x 1 Water Closet (2.5) x 2 �l Dishwasher (1.5) x 1 Cb Water Heater x 1 Hose Bibb (2.5) x z Water Heater Model # Other (list) x SD HPHW RUUD PROUH50 T2 RU350 DC 1 free standing 50-GAL 3.55 UEF 30AMP HYBRID HEATPUMP WTR-H Plumbing Section Continued Proposed Water Piping Size: 3/4 inch Proposed DWV Material: PVC Proposed Piping Material: PEX Proposed DWV Size: as specified • 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 y 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 Heat Pump Model # Mitsubisi MXZ3C30NA-U1 SEER 19 J HSPE 10 Ol AC Unit Model # SEER A Type II Hood ❑ Commercial Cooking Appliance Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance PV System ❑ Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank I Freestanding Stove ❑ Gas Piping ❑ Other Gas Piping Information Not Applicable: Pipe Material: Pipe Size: Total BTU's of all Appliances: 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: 06/20/2020 Print Applicants Name: Donald J Miller 6/16LP Page 3 of 3 i� _ _ _ _ � _ _ _ _ _ YY � - - _ - gNo 3,m _ W to o-� r oo• Gc o ;o z O z D G1 ,0 Ll Ln Z N I< U) (z M;a N w�4 M q m V) cn eo ko n o p of / I 0000£0 m ut n v� 1 0 7 z M >> D z z^ O - OOmQ O O N — om,Z,Zmp tnmu01i r mmam Ao3 v X ro n OmN m a y N ".w0 �O V) ..Z ACT wm m o o . o m� O =sv Qz� 3 Co �N _ T — _ N m mQ � C too.<o f D ao� 0 .0 �Cn �0 F Q my 0 _m Z z C n� (n n rt O m 3 N >n >a= l0 v VIA WN�T Q M 7 �l oa32o0 > F a mZ4�o o< m nf� Z� ZI mD SKAGIT GESIG NSTA RT TING—N WrM1�dnIn11�DCD4 04c,gt[NFIIO�.0w•RA O Custom,Arlin to Skagit Design Homes onald&Linda ',y M o m 9 ra..,.w Overview filler i IVMI A�N�WA fYll sainf�.rtesugw.�.....�m. Rry�e�oe�.. Tax Parcel W i, �,py..h n��olon,uA�uz33 0 6 40 -06 , ,>.z Iq )I Li 3 fit. 41 ———————————————————————————————————— ------ ------------ ------ --------- Oil 0 OU Yr -————————— ——————— —————————————— 4 ———————————- Rn —————— ———— —-------- Ix In 4= =1.1 -R I L —————————————————;————————— 00 00�0 :1 z 0 C=) z Sk.4,1 mWU%UAMO PLAN Mmpqo�o� xo�EriomER0 to rs g Foundation/Joist/ :0 I Cus Custom, Arlingto Skagit Design Homes nald&Linda iller 1-h Floor Truss T..Parcel# %VA 9H233 004554001016,00 -1 - m M O m D 70 -0 D M(l D � rfC rtr.::+i�i a+iYM VJ69N r.,a-.{-Mx-}—«.p rA'-'�oao�7•a 41 f� • IJ„Wixv{tpaK?,�'SMLI j 5'38 :3 vs I• _ ii s�'Rm i e e ae .eppic oAg �i• e �-'°° o � < � � __ sag Oil <iii dl GIRMw� \l c!n�l hie�er r+• ,r rxr •raa Ka 5 6Qo a ��- r-cj xL. �.MR a o oa 0 0 n i+ u Y C84} z ra V-311- oaJ, —,a 0 9 o Y n R o P $ W. r ,� r 391N1. ail ON s k x R i �. �.� 10• ` 7 _ - Y � sssasm �U1 E W N H m 1 PA�p ,ptD000 nI >3Z,�Q o0�°n� 0 o s" FA y rM m z�.. T D SKAGIT OESIGN STARTING r1I,x FGTRMLL�DV•OtOT Clorc.,rrwv.,nm�n Id&Linda Ilk i m Custom, Afling[0 Skagit Design Homes Framing Plan ,b M War 1 .aw ve.,o� G7 ae - -W�c ra9we„g�n�mes,yam Tax Parcel# � 0045 00 6.00 ID m 0 r 0 -n ro I ' -j_ _ m O hI ss 'fill� - I 0 D liM O O n 'O rn 0 ff ll � L2J o�n mo o�o�opi Mp ij I � � � S� ♦ O f I a p T T T V I.1 �DZZT% z u tTO�a10 fit I 1 y S O< Iz� m -GITNESIGNSMRTINGPIAM OWYII1SKfIlOVYMOM L.nald I -&AW 1 Custom,Arlingta Skag11 Design Homes Elevation Views/ da M rn r.w�«' Ivn vezn ROOF 1 Taz Parcel# Some L&I regional offices are now open on a limited basis by appointment only,for services that cannot be provided over the phone or online. Masks are required for in-person appointments. Call the office near yguu (nm>>.i;:i i,-,- gov agency/contacNrioffice-locations),for assistance,or call 360-902-5800 from 8 a.m.to 5 p.m. weekdays(except state holidays). 4L4la4or&Industries(hit s://Ini.wa.gov). SKAGIT DESIGN Owner or tradesperson PO BOX 2407 ..... . .. . . ... .. . Principals MOUNT VERNON,WA 98273 EIDSON,JAMES,PRESIDENT 360-941-4912 SKAGIT County EIDSON,ANGEL,SECRETARY Doing business as SKAGIT DESIGN WA UBI No. Business type 602 078 286 Corporation Governing persons JAMES E EIDSON ANGE WIFE EIDSON; 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. SKAGID"933L7 Effective—expiration 06/27/2007—06/27/2021 Bond CBIC $12,000.00 Bond account no. SH4063 Received by L&I Effective date 06/27/2007 06/27/2007 Expiration date Until Canceled Insurance Kinsale Insurance Company $1,000,000.00 Policy no. 0100110654-0 Received by L&I Effective date 03/23/2020 04/01/2020 Expiration date 04/01/2021 Insurance history Savings No savings accounts during the previous 6 year period. .r i Lawsuits against the bond or savings ................... ... No lawsuits aq,im,t the bond orsavings accou, uring the previous 6 year period. L&I Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent No active Washington registered apprentices exist for this business.Washington allows the use of apprentices registered with Oregon or Montana.Contact the Oregon Bureau of Labor&Industries or Montana Department of Labor &Industry to verify if this business has apprentices. Workers' Comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 804,607-03 Doing business as SKAGIT DESIGN Estimated workers reported Quarter 1 of Year 2020"4 to 6 Workers" L&I account contact TO I JULIE SUR(360)902-4715-Email:SURJ235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—Effective July 1,2019 Needs to complete training. 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& Health Check for any past safety and health violations found on jobsites this business was responsible for. No inspections during the previous 6 year period. J i ARLINGTON SCHOOL DISTRICT NO. 16 145128 LOCAL RECEIPT DATE Received from For T ACCOUNT C AMO GASH CHEC y W BANK DATE AMOUNT Received JUL 16 2020 y0ty i RESIDENTIAL PLAN; PLAN REVIEW Owner Miller Donald &Jacobson Linda D Address Building Type Single X Duplex Townhouse Type of Work Existing New X Reviewed By KO Date 7/13/2020 Design Criteria 301.1 Engineered X Prescriptive 301.2 Loads:Tables 301.5-301.7 Yes 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 j No 302.6 Garage Separation Yes 1 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 Yes No 403.1.2 Continuous Footings (D2) Yes Yr No 403.1.3.2 Vertical Reinforcement:#4 @ 4'/hook ;Yes ao' No 403.1.3.1 ;Stem Wall: (2)#4's horizontal IYes No J 403.1.6.1 Foundation anchors: 1/2 inch 1yes No 403.1.7.1 Clearances from Slopes Yes No 404 Foundation Walls(see Tables) Yes No .1.3.3.7.3 Wall Openings:Verts within 12" ea. Side Yes No 405.1 Foundation Drainage or exception Yes �No 406.1 Dampro_ofing(basement) Yes No 407 Columns:4 X 4 and R317 Yes No —1 408.2 Crawl Vents 1:150 and 3'of corners !Yes No 408.3 Unvented Crawl Spacei Yes No 408.4 Crawl Access: 16 x 24 or 18 x 24 Yes No Architectural 303 Light/Ventilation: 8%and 4% Yes No 303.4 Whole House Fan Yes 'No 303.3 _Bathrooms: 3%or 50cfm IYes No 303.7 Stairway Illumination Yes No �jjpr(c; 304.1 Habitable Rooms: 70sf min. Yes No 305.1 Ceiling Height: 7 feet min. Yes No 307.1 Plumbing Fixture Clearance Yes i� 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 Window Wells Yes _No ✓� f Life Safety Continued 311.2 Doors: 3 feet min. @ 6'-8" Yes No 311.3 Landings: TX 3' min. Yes v rNo-VAO1�1c1�e: 311.4 Vertical Egress Yes _ No 311.5.1 Landing Attachment Yes i 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. 1Yes f No _ 311.7.5.1 Stairs: 7 3/4" Max/10" Min. IYes No 311.7.8 Handrail Profile i f Yes No 311.7.8 Handrails-4 plus risers ;Yes No 311.8 __Ramps _ Yes No 312.1.1 Guards-31 plus inches Yes i 4 No 312.1.2 Guard Height -36-inches min. Yes i� No 314 Smoke Detection Yes 4 No 314.3-#4 SD: 3'outside of Bathroom Yes `• No _ 315 CO Detection Yes l No 316 Foam Plastic Yes No 320&321 Adult Home/Day Cares J Yes No Floor Systems 502.3 Allowable Joist Spans or TJI's Yes No 502.10 Headers/Openings 1Yes ✓= �No 502.11 Trusses or Rafter/Joist Yes !/• No 502.12 Draftstopping: 1,OOOsf max. Yes No er° 504 Pressure Treated Wood Ye JNo 506 Concrete Floors: 3.5 inches min. Yes No i 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 ri No 602.9 Cripple Walls: Less than 14" or 4' Yes No 602.10 Wall Bracing: Engineered or Prescriptive Yes I-- No 602.10.4.1 AltPrnatP Braced Wall Panel 1yes 1 4-- No 602.10.11 Cripple Wall Bracing Yes No 602.11.2 Stepped Foundations _ Yes_ No 607 Glass Unit Masonry Yes No ✓' 609 Exterior Windows/Doors Yes Y No 702 Veneer Yes No 702.1 Interior Wall Covering Yes ✓"No 703 Exterior Wall Coverings(WAC) Yes No 703.8 Stone/Masonry Veneer Yes j No Roof/Ceiling 801.3 Roof Drainage (SD-14) Yes 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 '' No 802.11 Roof Tie-Downs(48" o.c.) Yes No 803 Roof Sheathing Yes No 806.2 Roof Ventilation: 1/150 high and low Yes ! v No 807.1 lAttic Access: 22"X 30" Yes � No 905.2.7 Underlayment ;Yes No Mechanical Systems Chapter 10 Chimney and Fireplaces Yes No 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 I Ye�—_ 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 Yes _ No 1401.3 Equipment Sizing:WSEC I Yes `' No J 1502 _Clothes Dryer Exhaust: 25' or M.I. Yes jNo i 1502.4.5 Length Identification Yes No Chapter 18 Chimneys and Vents Yes No !� Chapter 24 Fuel Gas and Piping Yes No 1i Plumbing-IPC WSEC and Lighting:See Energy Code Plan Review .A I (, Sheet 1 of � Structural Calculations for Miller - Single Family Residence Lenore Ave. Arlington, WA Prepared by: Johnson Structural Engineering, Inc. p �� Larry P. Johnson, PE 152 West Short Street Bozeman, MT 59715 Ph 406-585-2939 •���� ' y. I Struct Work Sheet.xlsx COVER IBC LPJ OF FIC E COPY DESIGN DATA Miller-Single Family Residency: Sheet 2 of QA INFORMATION SHEET Lenore Ave. JN 20-856 Arlington,WA DATE. 6118/2020 PREPARED BY Larry P. Johnson, PE REFERENCES IBCIIRC 2015 ASCE 7 2010 Allowable Stress Design- Basic Load Combinations Used: For Soils Loadings Allowable Design For Concrete Design Strength Design, Factored Loads DEAD LOADS Roof 16 psf LIVE LOADS Roof 20 psf Floor 12 psf Floor 40 psf Int.Walls 10 psf Deck 60 psf Ext. Walls 12 psf SNOW: Pg 30 Psf Includes 5 psf future solar Ce 1.0 Ct 1.0 l 1.0 Pf min=201 20 Psf pf= 0.7 Pg Ce Ct l 30.0 Psf WIND Basic Wind Speed 110 MPH Exposure Category B Enclosed Structure Structure Category II Importance Factor 1.00 Internal Pressure Coeff_ NIA SEISMIC Structure Category It Importance Factor 1.00 Seismic Use Group II Site Soil Profile D 'D' if unknown Seismic Design Category D2 Basic Seismic System Wood Framed Shear Wall Analysis Procedure Equivalent Lateral Force Procedure, ASCE 7, Chap 9.5.5 SOILS Soils Bearing Capacity, per Table 1806.2 1,500 psf Responsibility of Contractor and/or CONCRETE Fc= 3,000 psi Owner to rierify soil condition suitable to support foundation. REBAR Grade 40,40 ksi,#3 bar Grade 60,60 ksi, all others Struct Work Sheet.xlsx COVER IBC LPJ DESIGN DATA : Miller-Single Family Residence Sheet 3 of INFORMATION SHEET Lenore Ave. JN 20-856 DATE 6/12/2020 TABU OF CONTENTS DESIGN DATA SHEET 2 TABLE OF CONTENTS SHEET 3 A.VERTICAL ANALYSIS SHEET 4-13 B. LATERAL ANALYSIS SHEET 14-21 Struct Work Sheet.xisx COVER IBC LPJ Johnson Structural Engineering, Inc. ,-oject. ��'�-��� 152 W. Short St. Job No.: Bozeman,MT 59715 lZ' -- (406) 585-2939 phone Date: Larry@johns.onengineer.com Sheet No.: Al Dlo= ! TT VILI T. j i ! ij ---- Level,-Wall:Header-HI 1 piece(s)4 x 8 Douglas Fir-Larch No.2 Ovemll Len3th:3' n { 4- m _ _ - - .-.sri .:- � 'v -^1F�?1R�.'?w��{��oraWT• '�J'��Sje,'1 Z a n All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal, System:Wan Member Reaction(lbs)' - 9.25.0 0 3281(1.50") Passed(28%) — 1.0 D+1.0 5 AllSparis) Building 7ype R Header --- Building Use:Eteslderr[ial Shear(lbs) 510 @.8 314" 3502 Passed 15N 1.15 1.0 D+1,0 S(All Spans) auming Code:IBC 2018 Moment(Ft-lbs) 751 @ V 7 1f2" 3438 Passed.(22%) 1.7.5 1.0 D 4-1.0 S{4 Spans) � Design Mettiodology;Aso Lire Load Defl.(in) 0.005 0 V 7 1J2" 0.108 Passed(L1999+) - 1.0 D+1.0 S(All Spans) - Total Load Defl.(in) 0.008 @ 1'7 1/Z" 0.162 Passed(L/999+) 1.0 D+1.0 S.(All Spans) •oelledkm r0eriat It(t/3t,tTi and It(W40), • 1'o0 Edge Rraeritg(I*Topmmprassion edge must to braced ab 3'3"oX besedon bads applied,uriiess detailed otfsrwtse. •Bottom Edge Wx to(tu):Bottom compresslon edge must be braced at 3'3"oJc based on loads applied,unless detailed otherwise. • Applicable,calcuWoris are based on NOS. 1-Trimmer-SPF 1.s0" _1.50• 315 F609 924 None 2-Trlrrarrer-SPF 1.50" 1.50" 1,50" 315 609 924 None rWmight ) Q to 3'3" N/A G.4• —- a to T 3"' 1761, 15.Q 3Q.0 Roof snow+Solar load WayeAr:euser warrants that ttit sizing of its products win be kr'accordame with Weyerhaeusm product design olterta and published dee"values.Weyertoeuser expressly disclaims any other warranties related to the sioltmue.Use of this sof em is not UWded to cirurnwad the need for a design professional as determined IN the auttarily tmWi0)urMictlon.The designer of record,builder ur framer is responsrote to assure that this calculation Is ConwUble wWr the overall proieC.Accessoles(Rim Board,Blodkig Panels and Sgrash Blocks)art not designed by this software.Products manufactured at Wlty ert1mver facilities are milli-party/oedltied to susrainabie fore"standards.WeWr haeustr Eaglneered Lumber Pro&4 is have burn evaluated by ICC-ES under evaluation rep"ESR4153 and ESR-1387 ,u Wlor tested In accordance with apPlcable WM standards.Fat Curre,rt code evaluation repents,Weytihoaisar product lilerawm and in:a4abon details mter to www.wepdoeusYr.mhVw*Ddproduct dowment-tlbrary, lire pmcirtt apWabon,input design loads,dimensions and support Information have been provided by ForOWEB Software Operator -` r•orteWED Sofbirare operator job Notes 6/12/2020 4*4:16 PM UTC l eery Johnson Johrrsw Structural Engineering,Inc. ForteWEB v2.4,Engine:V8;0.1,5, Data:V7.3.2.0 (406)585-2939 larry�)ohnsonengfrreer.com � �1•eyer}hee� 1"1!e Name; Miller 20-855 Page 1/1 Ml FOR ! E* MEMBER REPORT PASSED/ Level,Wall: Header"-H2 !� 1 piece(s)4 x 8 Douglas Fir-Larch No.2 Overall Leng-th:4211, to 01 o All locations are measured from the outside face of ie t support(or left cantilever end).All dimensions are horizontal. r System:Wall Member-Reaction(Ibs) 2221 @ 0 3281(1,50") Passed 68%) 1.0 D+0.75 L+0.75 S(All Spans) Member Type:Header Building Use:REsidentlal Shear(Ibs) 1459 0 8 3/4" 3502 Passed(42%) 1.15 1.0 D+0.75 L+0.75 S(All Spans) Building Code:IBC 2018 Moment(Ft-IW) _ 2360 @ 7'11/2" 3436 Passed(69%) 1.15 1.9 D+0.75 L+0.75 S(All Spans) _ Design Methodology:ASD Iye Load Dell, ln) 0.025 0 2'1 1/?° 0.142 Passed(L/999+) — 1.0 D+0.75 L+035 S(All Spans) Total Load Dell.(in) 0.043 @ 2'1 i/z^ 0,213 Passed(1a999+� -- 1.0 D+0,75 L+0.75 S(All Spans = Deflection criteria;LL W360)and TL(1-124D), •Top Edge Bracing(Lu):Top compression edge must he braced at V 3"o1c based on toads npplied,unless detailed Otherwise. •BattOm Edge Bracing(W):Bottom compression edge mast be braced at 4'3"o/c based on bads applied,unless de'talled otherwise. •Applicable calculations are based an NDS. r' - ri r—'r 1.59' L.sQ" 71.1, 935Noire T 1.50" 1.50" 922 935 797 2554 Nome 0-Self Weight(PLF) 0 to 4'3" N/A 6.4 -• -- 1-Uniform(PSP) 0 to 4`3" 12'6" 15.0 - 30.0 Roodf snow+Solar loa 2-Unftm(Pso 0 to 4'3" 11' 12.0 40.0 - Floor load 3-Unlfonp(PSP) 0 tO'V 3^ 9 12.0 Wall load Weyerhaeuser warrants that the sizing of its preduds will be in accordance-with Weire"reltsm product design oft ria and pubfdshed design values.Weyerhaeuser expressly dLgd*ns any OUM ivamtnties related to the software.Use Of tills 9*4410e Is not intended to cirowwont the need fora deco ptuftssioml as delmnened by the a oth riN fmvkb gpf9di Wn Tire deslp w Of recor4 Wiper or framer K responsible to"$tire that this taicuwlon Is compat�r=w0.h the Overall Vreled.P4M%Wror(aim Board,WKking Panels and Squash Bruits)are not designed by this%O1vWCL flodud3 martutadural at Weyerhaeuser facRks are thlid-party certtiifk+d to sustainable_forestry standards.Weyerhantsei Engneerc d lumber Product; We bean evaluated by 1CC-M under evalvation reports FSR 115d and ESR-1381 and/or bested In amordarxx with appdcrble ASTM hU,4ords.Far cunralt code evalloWn raporb,Weyerhaeuser product literature and InttoRadon cietails toter to Www.%%"ohaeuser.com/wdWprodvcWdocu rnt-ktXafy. Theproduct,apglidutior4 Input dmW bads,dimensions and"port information have been provided by ForteWEB software Operator ForWWEB Software Operator lob Notes 6/12/2020 4:10:23 PM UTC tarry Johnsu f ---�- . ]o"con Structural Engineering,Inc ForteWE$•v2.4,Engine;V8.0.1-5,Data:V7.3,20 (406)565•2g39 File Name: Miller 20-855 tarryr�ihrrsarrcngirreerrnm �yerhaeustr Page]/1 '1O MEMBER REPOPT PASSED leiel,Wall: Header-H3 1 piece(s)41c 8 DouglaS Fir-Larch Me.2 Y Overact Wngtti:9 3" U 29" L 29" (_ 2V. b 0 © 0 All locations are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. Wall F—U`MPinber Reaction(lbs) 3291 @ 2'9" 6563(3.00" Passed(50%) 1.0 D+0.75 L+0.75 5(Adj Spans) Bohan use::TYpe:Header Building use::Residential Shear(lbs) 964 @ 2'1/4' 3502 Passed(28%) 1.15 1.0 D+0,75 L+a75 S( Spans} Building code t tec 2018 E Moment(Ft-lbs) -850 @--"9" 3438 Passed(25%) 1.15 1.0 R+0.75 L+0.75 5(Adj Spans) Design Methodology:ASo Live Load Deg.(in) 0.003 @,6'11 3/4" 0.092 Passed(L/999+) 1.0 D+0.75 L+0.75 S(Alt Spans) Total Load Defl.(in) 0,005 @ 7'3/16' 0.138 Passed(L/999+) - 1-0 D+0,75 L+0J5 S(Alt Spans) •Deflection criteria:LL(1./360)and TL(14240). •Top Edge Bracing(Lu):Top compression edge must be braced at B'3'o/c based on loads applied,unless detailed otherwise. •Bottom Edge Bracing(Lu)t Batt nn compression edge must be braced at 8 3"o/c based on loads applied,unless detailed otherwise. •Applicable Calculations are based on NDS. ITT;rimmer !-SPF 1.50' 1.50" 1.501, _477 545(-61 438 1�1/- None 3.00" 3.00" 1.50' 1313 1452 1106 3951 None 3-Trimmer•SPF 3,00' 3.00" 1.50" 1313 1452 LSB6 3951 None 4-Trimmer-SPF 1.50" 1,50, 1.50" 477 L 545/-61 435 1 601 None 61 0-Self Weight(PlF) 0 bg 3" N/A !664740.0 1-Uniform(PSF) 0 to B'3" 12'6" 30.0 Roof snow+Solar bad 2-llnifarm(PSF) 0 to 9 3" 11,' 12.0 Floor load 3-Unftro(PSF) 0 to 8'3" 9' 12.0Elf Wall load '• _ ,•• r WC',whanuvrr warrdnts that the siting of its products will be in accordance Wdh Weyerhaeuser product deslgrr CrOria and lix"ish!d design valaes Weyerhaeuser drmOV dISewm any other warranties re;ated to the soRware.Use of this software Is not InWnded to circumvent the need for a design professional as determLrxl bythe authority h "jurlsdichon.'Itte doslgner of record,burkter or framer Is tts cspo�sibLt to assure Itwt this cal u"on is Compatttle with the overall pro)ect.Aflsor+es(Rim awrd,alardog Panels and Squash Blocks)are nut designed by this software.Produas manufactured at Veycrlha:!"er fecilties are third-party certlded to sustalnablp.fares"standards.Weyerhaeuser Engineered lumber Products have been evaluated by tCGF.S under evaluation reports FSR-1153 and ESR-1367 antUor tasted to accordance with appll atAs AS m standards.for current code evaluation reWft Weyerhaeuser product literature and installation details refer to w rm.weyerhx us er.corywvWproducts fdocOmeM4ibrary. The product api1kation,Input c"gn loads,dlmer6cov and support information have been provided by ForteWEO Software Operates ForteWES Soil Operatar Sob Notes 6/12/2020 4:13:40 PM UTC Gant lohnsah ForteWEB✓2.4,Engine:V8.0.1.5,Data:V7.3.2,0 Johnson Structural Engineering Inc. (406)585-2939 File Narne-Miller 20-855 larryrt9lohnsonenglnea.rom VPa)vltiawser Page 1 11 6011 F 0 R TEA03 MEMBER REPORT PASSED Level,Roof.,Drop Beam-RBI i piece(s)4 x 8 Douglas Fir-Larch No.2 Overall Length:6.3" 0• 0 yes- r r -r r� ac _ d'��1'�b�•'i-iA'.Sa�c�G.L�. 'Z.e d�.'4 6'3" d 0 All locations are measured From the outside face of left support(or left cantilever end).All dimensions are horizontal. :�...-. _ 1�1 Member Reaction(lbs 6890 6,11 7556(3.50') Passed(9%) t 1.0 D+1,0 S(All Spans) Member Type:Drop Beam BUI1dIngUse;Reslderdial Shear(Itrs} 486 @ 1'3/4° 35R2 Passed(140I°) 1.15 1.0 D+1.0 5(Alit Spans) Building Code:18C 2018 Moment(Ft-lbs) 936 @ 32 112" 3438 Passed 27%) 1:15 1.0 D+1.0 S(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.019 @ 3'21/2" 0.287 Passed(I/999+) - 1.0 D+1.0 S(Al Spans) Member Pitch:0/12 Total Load Defi.(in 0.031 @ T 7 1/2" 0383 Passed(L/999+) 1,0 D+1.0 S(All Spans) •Derlectkln criteria:Ll-(1./240)and TL(L/180). •Top Edge Bracing(Lu):Top compression edge must be Braced ate 3"o/c Lased on loads applied,unless detailed O"rMse. •Bottom F_rige Bracing(Lu):SOtt=campression edge must be braced at 6'3"olt based on(dads applied,unless d"iled otherivise. •Applicable calculabans are based on NDS. - m - 1-S1url wall-SPF 5150" 5-M" 1.50" -!27 441 726 Blocking 2-Column-SPF 3.50" 3.50, 1.50" 418 668 Blocking ., •Sinckktq Panels are asstmted to carry no ICMds applied dQactly above them and the full load is applied to the member bekkt desk lied. .,,aa- t - r ;y. 0•Self Weight(PLF) 0 to 6 3" WA 6.4• _ 1-Uniform(PSF) 0 to 6 3"(Top) 5'6" 15.0 25.0 Roof snow load Weyerhaeuser warrants shot the siting of Its produit wig be in v=dance cold+Weyedtomw product design merle and pubkshed des"vakm.WeytdIl ccr expressly dt5dalms Wiv other warreaties ,chit(/to Uxt sonware.Use of tills software Is not bowed to drnrnwent the need For a depgn pr Illeft t as det emend by the author"havktg IwisdkUwt.I he designer of reowd,b0der ur irdtrxr Is respoasibk to assure that the calculation(s omvatibie with the overaA project rkxcsmries.(RkN Ill BlOddrigi Panels and Squash Blocks)are not d•?s+gned by tM5 Wftware.Poo&Al;manu fa.h . at Weycrlutcusr r YddWes ere th rd party tertilicd In susGilrtanln fureiry stanc>ards.Weyerhaeuser Engirtea ad,llattber Products have been evaluated by IC(:•ES under evalvatktn reports ESR-1153 and E%-1387 and/or tCeved in arwndanoe with aplAcaW ASfM standards.For Bar ant code evaluation reports;Weyerhaeuser product literature and InsI.11WHon details refer to www.weymhacusa.comfwtwdprodurtAk,a meat-hbrary. The product appacabon,Input des9n loads,dimensions and support Informalion have been provided by FoibWEB Software Operator _ Forteww software operator ]oh dotes _ 6/12/2020 4:19:24 PM UTC Larry on Sh n Johnson Structural Errglru er ng,Inc. FortieWEB Y2.4,Engirie:V8.0.1.5,Data:V7.3,2.0 (406)585-2939 File Name: Miller 20-B55 larryo)ohmonengineer earn Vfterhaevser Page 1/1 TO USE: �,. ;�• 7 1 Select the apProPdate table based on the project deslgn loads. - 2. Sete.t the settlon PAth or AfthatIt Nvb stiffeners,as needed. -- 3. Find a spju that meets nr exh:eeds tha deslgn spars - 4. riajd the Corresponding joist SarlCs,depth and spacing. :t Continuous(multiple) Gantion:For(lour vrnems tnat require both simpte span and conthurahs span joss.- '. . ✓-. - - -- Sp,-Applicatlorr:. It is a good idea to 0:tr both before selectiq,a Joist.Sarni;ontGNEm;are comrollrcl by:Impty span dacction rather than contlnuo-z span stronvth. - _ Spar. . Span Span ,. 40 P5F LIVE LOAD,10 PSF DEAD LOAD(12 PSP FOR THE LPI 42PLU5) ...5"Va22�•.. 19`-4': 17`-7' W.V 14'-9° y - U4 YOPIub ,r •� ',4• 2C-d». .,:r-r :ems• �e+-s»° :-, :-; It: .,yy pr 11-7W_ :8P-1» $I-n•. 2W r. JJK.7- _ t9r•C: F t8• :Mn I3Y-5t x' LPI azpms 1f•7 e• 284-r 2W-tt• - •-2r!'-8' - :rlr-4a•• - - - - . t6» Ei'3• 3z�r 30--3• z4'-a 2T-t• 40 PSF UVE LOAD,15 PSF DEAD LOAD I` Ali U" 25-1• 21-a• ryry Liss» - > l`� - -. 11-713- W_p. .2YM• 2aW�<. 'K'-ti•>. _ ':2d-5": fB=fY 16" DOLr,. Z6'b' 22'-7" : 78-a-.: .r - .8 LPt 42Pbts 1"147kW ' 28 1 2A' '. 2S'-s 21s 8'.• 2f'ha' :• - • ,�, `.SlP-3' +,jRsa+: 7.8'-x': ?3''3,. _ .29'•5. 2i<4••�• 40 PSF LIVE LOAD,25 P5F DEAD LOAD - 'LPI,7aPNrs' ' • 1h1" 23'-a'�. . •19�71- .•1e'•8".� -14�4� ' •:�16'-Y1= iti'-YS-�- . 1tA/e '•2e'-8" .2M+4". '1C111� �-5:••'.. ZC-P' .'18uJ'" 'tC�"' ' • ir• �z- .1r .- 1e4r . »x:•. _ �h�»• xi`r ,iC-,a. 17-7/e• :2r-S• LP142PIus ? 24t71 }2�11h; 18'-9'- _` ,,. •,- ¢- 34'•4• 2---- 24`-8•. 19h•8•. 21'1-'•`- : �`•�„ DESIGN ASSUMPTIONS: AftlMONAL NOTES: 1. 11x•sfrans IiSthmd are the ciior dmitux,botween supports.Continuous spans ate based 1. tVeb stiffeners are not re0iied at the end beadnes for the Corrtlrurou Span lames: an the lun!ve t span.The shortest span.fall not b:less titan 50',of the longest span Web stifiellm at Inttrior r"4purts ate only requhad Whin listed in the Nvith Web 2. The spans ara bawd on untfohm Noon loads only as Psted for each table• Stiffeners'settion of each table-A''inftates no inCraaSe In span With web stiffeners 3 Thew tab;es renect he additional stiffness pruv vied bV 48124 APA-RATED SHUITHING Web title s ate required far 1•jcists rated In hanger that de not laMrally support the e. or 24 uc APA-RA-I FU STURO.1 FLOUR,or rdual,gtued and nailed to the top flalgc- Thew s pi 4. 1-F.e load deflection has been limited to t1480 fOrCwtltrudus Span$. 3. 1 hw b not ate 1pe for spfar kill ove.n. 5. rotal load deNecnoh has been llmited to t1240. 3. ihougtt not requlrotl fur the spans abovr.bridgung.blucking,bultorn•flangu bracing or a direa-applied gypsum cNilingLan improve Nte feet of a floor:. . 6. The spans are based on an end bearing length of at least 1•3/•1 and an interior beading ,• For tonditionsno,shorn•use t L Uniform Floor Load(P�-)tahkis,LP'S 6KP,n software Ongth cd at least3-112'and have been fin)-ted to Uts beating,caparny(OF an SPF wall or contact yntir LP-Solld;tart°Engineered Woof Phoducts dislobutorfor asststance. plate(F;l 42S psi). S Johnson Structural Engineering,InC- Proiect: - 152 W.Short St. Job No.: Bozeman,MT 59715 (406) 585-2939 phone Date: lar y@johnsoniengineer.co><xa Sheet No.: l� - - -4 can- (o •� � _ _ � .. ;�...�_- �;--_��.. � .. .. : .f... _ ' -T,j Tt-1- 4 �fe �Y'✓/ TME 31 44al �� ; .._., � � . ice. .__�� ► .f_. 71 Ra -=--rye--•- "� � ��. � ! � { , s 1- 7 V..MI F RTE MEMBER REPORT PLISSE® Level,Floor:Joist-FJ1 1 1 pl.ece(s)2 x 6 Hem-Fir,Mck 2@ 16"OC Overall Length:W fl 0 �J All locattons are measured from the outside face of left support(or left cantilever end).All dimensions are horizontal. �. - System:Floor Member Reaction(ibs) 264 @ 1 1/2" 911(1.50" Passed(29%) — 1.0 D+1.0 L(All 5 ans) Member Type:3dst Building Use;Residential Shear(Ibs) 222 @ T` 825 Passed(27%) 1.00 1.0 D+1.0 L(Ail Spans) Building code:IBC 2018 Moment(Ft-Ibs) 375 0 2'11 112" 801 Passed(47Wu) 1.00 1.0 D+1.0 L(All Spans) Design Methodology:ASD Live Load Defl.(in) 0.069 @ 2'11 1/2' 0.142 Passed(U991) -• 1:0 D+1.0 L(All Spans) Total Load Deft,(in) 0.080 @ 2'11 1/2" 0.283 Passed(U849) — 1.0 D+1.0 L(All Spans) TI-Pil Rating MIA N/A N/A — N/A Deliectlon criteria:LL(L/440)and TL(L/240). •Top Edge Bradrq(tu):Top compression edgy must be traced at S 9"o/c based on loads applied,unless detailed etfw,rwiso. •Bottom Edge Brack*(Lu)-.Bottom canprrssion edge must he braced at 5'9"%based on loads applied,unless detailed otherwise. A 15%increase in the moment capacity has been added to 9omont for repetitive member usage. •Applicable calcuiatWns are based on NDS. , •No composite action between decIt and jdst was considered in analysis. i-Hanger on 51/Z'SPF beam 1,50" Hanger'. 1.50" 34 237 276 see note s 2-Beam-SPF MY" 1 2.25' 1.50- 41 243 284 1114'Rim Board •Rim Board Is assumed to carry ag loada applied directlyabove bypassing the member loeing designed. •At hanger supports,the Total Bearing dimension is equal to the width of the material that is supporting the hanger -'See Connector grid below for additional information and/or requirements. ,41 •+ _ �X4 tom` r - 1-Face Mount Hanger Connector not found N/A NJA NIA7,a N' *0N." NiA 4 1 form(VSF) 0 d0.0 60.0 fYtk Bocr IOed Weyerhaeuser warn nts brat the sizing of its products will be In accordance with Weyerhaeuser product design criteria and put eshed dsslgn values.Weyerhaeuser expressly dbcWms any ether warrantles related to the software.Use of this software Is not intended to clmnment the need for a design professional as determined by Ole authority having)urisdktwn,ghe designer or record,builder or framer Is responsible to assure that thts caladabon's compatible with the pverall proved.Aocessates(Rim Beard,Writing Parrots and squash B re lockx)a not de=_igncd by thi,software.Products manufactured at Weyedtaeuser faclibes are thltd-party certified t4 sustamabhe forestry standards.Weyemaeuser Enghiecred Loner Products have been evalualyd by KX.-+5 1todfr ewiluallon reports ESR-1153 and M 1387 and/or tested In ecoordance with applicable ASSM st"ards.For current cede evaluation reports,Weyerliaeusor piod ucl literature and indallotiat&..till,refer to 14VAY.weyertweuser.00mAwWproductsJdocumesrt•Iitaa ry. The product aprAcaMW,input design ioads,dimensions and support informatlen have been pro•:ded by Fvrtew6a sofwAre operator rorteWES Soltwwe operator lab Hollis 6/12/2020 4:24:30 PM UTC tarry3ohnsai goluu4n Stnictural Engineering,Inc. AForteWEB v2.4,Engine:V8.0.1.5,Data:V7.3.2.0 (406)585-2939 File Name:Milier 20-855 Iarry@johnsonerrginW.00m WcyerliAeuser Page 1/1 MEMBER REPORT PASSED Level,Floor; Orcip:Beam-FBI /Z_ 3 piece(s)4 x 8 Hem-fir No.2 Overall Lr-ngth:8' L:J All locations are measured From the outside face of left support(or.left Cantilever end)_All dimensions are honzontal. system:floor, Member ReadW(Ihs 81%@ 2" 4961(3.56") Passed(17%). 1,0 D+1.0 L(All Spans ~ Member Type:Drop Beam Sheaf lbs) 672 @ 10 3/4" 2538 Passed(26%) 1.00 1.0 D+1.0 L All Spans) Building Use:Residential Building Code:IBC 2018 Moment(Ft-lhs) 1590 @ 4' 2823 Passed(56%) 1.00 1.0 D+1.0 L(All Spans) Design Memodology:ASD Live Load Defl.(in) 0.047 0 4' 0.256 Passed(L/950) 1,0 D+1.0 L(All Spans) Total Load Defl.(in) 0:116 Q 4' 0383 Passed(U790) 1.0 D+1.0 L(Alk Spans) Deflection criteria:LL(L/360)and TL(W740). .Tap Edge Bracing(Lu):Top curnp esslon edge must be braoad at B'(Vc based on loads applied,unless detailed otherwise Bottom Edge bradng(La):Bottom compression edge must be braced at 8'o/c based on loads applied,unless detailed otherwise. .Applicable calculations are based on NDS, l y ......q4r 1-Column-SPF 3.50" 3.50" 1.50" 146 720 866 a king 2-Column-SPF 3.50" 3.50" 1.50" 145 720 866 Biodciig •Blocking Parcels acre atsurmel to carry no bads appled ketl y atove omen and the full load is appled to the member being designed. 0-selr.Weight(PLF) 0 to T N/A 6..4 — 1-Unl(orm(PSF) 0 m S'(Top) 3' 10.07717 60.0 Deck 0otir load i womhadusar warrants that tha slain arks products will be In aeoortiarlm Ah Weyohaauser prod d design crkeria and pui fished dot values.Weyetteausar o Wo"sstY dialalrns a+ry other warrantless MWW t0 the sotlwarC.Use of ftS sarlWere 1$net 11111errded to dmonvent the nBW fora desIgnprofeWa6al as tMannlned by Use eutlttidty liavirg 1+Nlsdfctlon.The designer or record,buikler or framer is responsible to assure Btat this calmlatdon is cano"bla with the overall pmject.AcMssodes itUni Board,gloci rtg Panels and 5tpras I Blocdcs)am not designed by this solewam.Products manufactured at Weyerheouwr fai9k0es are thkd•party txrtiBr d to wiftlnabla forestry standBmd9.Weyerham ar C:ngfnew!d Liamber Products have bears evabraterd by ICGES under evaltation reports ESR-1153 and LSR 1387 and/or tested in acwtia ce with applicRale A5I11 standards.For current code evat anon mports,'Weyedleeugs p odud literature and instaCation details m4er to tvww.wclt"i.'tlsex.wnyvmouWuduM/d iwirwi tdibrary, LThe productappl;V00n,Input design loads,dimensions and support infomation have been pmv4ed by�FoAOWEB Software Operator ForteWES software Operator Job Notes 6/12/2020 4:26:13 PM UTC Larry Johnson Iohnson Structural Fnglneering,Inc. — A FoftWEB v2.4,Engine:V8,0.1.5,Data:V7.3,2.0 tarry se5-2sne File Name:-Miller 20-�855 larry@)ohrlsonenglneer.rAm vPeyerlmaeitscr Page 1J1 611 212 0 2 0 Johnson Structural Engineering, Inc. SHEET 440 North Grand Ave. Bozeman, MT 59715 PROJECT: Muller-SFR JN 20-856 Arlington, WA FOOTING DESIGN F1,25 ITEM VALUE NOTES FB1/FB2 column Soils Bearing Capacity 1500 psf Post Area Req'd, Fall @ .73* Uplift, U = 0 Ibs DF2 Beam 2.49 3,41 inA2 Footing Load . P= 1554 lbs HF2 Beam 3.84 6.26 in42 Footing Depth D= 8 in Post= 6 X 6 Post Dimensions b= 6.50 in Area Provided = 30.25 in"2 w= 5.50 in Contact Pressure 51 psi Approximate Bearing B= 1480 psf (Footing wt removed) Estimated Area A= 1.05 sf (P i B) Estimated base Be= 1.02 Ft (Sq. Root of A) Trial,Footing Base b= 1.25 Ft Footing Weight= 161 Ibs UPLIFT OKAY Total Load Pt= 1.71 Kips (P*Conc. Wt.) Allowable Bearing = 1.50 ksf Actual bearing q= 1.09 ksf OKAY (Pt/bA2) Bending Moment M = 0.08 K-ft (q*(b-0.5)^2 18) Embedment Depth d = 5 in (D-3" ) Min Stl Area Arnin= 0.01 in^21ft (M*12/(Fb"0.876-d)) Reinforcing Bar Size (#)= 4 USE 1` 3"x V-3"x 8"w 1 2 - #4's E.W. Struct Work Sheet.xlsx FIGS IBC LPJ Johnson Structural Engineering, In.c. Project: __/ / �/%Z ---- 1.52 W. Short.St. Job No.: Bozeman,MT 59715 (406) 585-2939 phone Date: Larry@johnsonen&ieer-coan Sheet No.: -64 Ale 11V Ffi A_M__� Fell 71 AA- T__ I •-r �' '`-:,��_�`..�-_fir� i��.....�..�.. 1 -�.�,._,_.. , ' i I G �) �._ «.._>� ! A�._�.L�}.�.�Tl••�!'�f(/l�^i-�% •' iGt"L _i.-..._�� � 1-.�Lr._ � �-f �i ,_...,�1 i 6 t .,. n. wt CN '4 ,,fit �i'�i �• .�, t G co co O i•, ...y. -le, N r � iT p O O O E O Y 7 7 m ca ID ai L as u co Q N a Ln N 0 t� 00 n tQ E E y Cl.m CN ad O F L a �+ r o O CDU U vCL UJ a; w a n p ci o as cv Cl) � a: Q9 c CO Et- a r a N o v y o c m df fQ m x � '� � C7 d O O d O � t m - iA •- p. 1�0 �97 to t� d t4 tD d• CV Cl cn a U U - n L Q? U • a 0 4 ' •lb N U f7} � N CCMyy C CD t0 h, C� V O Q i• C '1'n U¢? CO i }j} O D. j y ~ cr a 1�6 N O 1 O U O � G G } G r i N kS O iw i III] U] W 0 U 3 S6 S T G C rQ l4 U g �l � m m i , CIS , -� •� ! U N A l0 U t37 O OJ RS 4. N L C6 T U7 N ) G li7 NP co co _ fW err E EBID a r' N [[ - c tp _ }. in a Q w a m 10 -0 am w a6 U U E N m G �. i p � 2L3 w`- C m CL a a o ° X U- U-mu U. _, i ri w a o c c ( c E cr) r r` M r- LO aN n n ! rn w o a o in d� v cfl Ln a c ❑ C c^ s^ O CD O ? U C O i ' 2 c � CL c 4t ar ionL7 fr l!j t!3 z 0 LL IL U U 0. LL 0. N w T ........—.... _....+'r........T�..-___ ._..............._....r_.r�.w•.•........m..............n......i�+...n............���...w..c-.........ter-..—.r...�-�•_ •. 6/1212020 Johnson Structural Engineering, Inc. SHEET Bozeman, MT 59716 PROJECT Miller-SFR JN 20-856 LOCATION: Arlington, WA SEISMIC LOADING CALCULATIONS PER ASCE 7-10. STRUC CATEGORY= II TABLE 1.5-1 IMPORTANCE, I= 1.00 TABLE 1.5-2 DETERMINE FREQUENCY OF STRUCTURE SOIL PROFILE D 'D' IF UNKNOWN Ss 1.052 Fa 0.927 81 0.409 Fv 1.589 FROM USGS HAZARDS, ZIP.CODE DIRECTORY Sms= Fa*Ss= 1.135 Sm1 = Fv*S1 = 0.650 Sds=2/3 Sms= 0.757 g Sd1 =2/3 Sm1 = 0,433 g SEISMIC DESIGN CATEGORY PER SHORT PERIOD RESPONSE PER 1-SEC PERIOD RESPONSE D TABLE 9.4.2.1 a D USE MAXIMUM SEISMIC DESIGN CATEGORY D RESPONSE SPECTRUM To= .2Sd1 /Sds= 0.115 Ts= Sd1 /Sds= 0.573 Cu= 1.40 APPROXIMATE PERIOD Ct= 0.020 Ta=Ct*hnAX 0,230 SEC x= 0.75 EQN 9.5.5.3.2 hn=hridge- 26.0 FT T' I STHE UPPER LIMIT FOR THE STRUCTURE'S PERIOD FUNDAMENTAL PERIOD T=Cu*Ta 0,322 SEC STRUCTURE FREQUENCY(l) 1S THE INVERSE OF'Ta' f= 4.34 Hz RIGID STRUCTURE COMMENTARY TQ SECTION 6 OFFERS AN ALTERNATIVE METHOD FOR ESTIMATING IF THE STRUCTURE IS RIGID- IF h/LEAST WIDTH, B OR L, IS<4.0, STRUCTURE IS D.EEMED RIGID C6.2 Ii = 26.0 FT RIDGE heave= 19,0 FT EAVE hmn= 22.5* FT MEAN B= 22.0 FT WIDTH OF STRUCTURE L= 40.0 FT DEPTH OF STRUCTURE Struct Warn Sheetxlsx Seismic- House LPJ 6112/2020 Johnson Structural Engineering, Inc. SKEET Bozeman, MT 59715 PROJECT Millet�SFR JN 20-866 LOCATION: Arlington,WA SEISMIC:LOADING CALCULATIONS PER ASCE 7-10 h/LEAST WIDTH = 1.18 RIGID EQUIVALENT LATERAL FORCE PROCEDURE V=Cs*W Sds= 0.757 Sdi = 0.433 I= 1.000 T= 0.230 R= 6.5 Wood Framed Shear Wall Cs= Sds 1(RI1 ) 0-116 > USE MIN 0.115 Cs<= Sd1 1 T( R 1 l ) 0.290 Cs>0.044 Sds 1 0.033— USE MAX Cs>0.5S11( R11 ) 0.031 / Cs= 0.116 DETERMINE WEIGHT OF STRUCTURE PSF HEIGHT LENGTH AREA WEIGHT 2nd Level Rooting @ 20 25 43 1075 21500 21500 2nd Level Ext Walls @ 12 8 124 992 11904 5952 2nd Level Int Walls @ 10 8 96 768 7680 3840 2nd Level Roofing @ 10 11 T5 83 826 825 2nd Level Flooring @ 12 22 40 880 10560 10560 15t Level Ext.Wails @ 12 4 124 496 5952 5952 1st Level Int Walls @ 10 4 51 204 2040 2040 TOTAL WEIGHT 60461 LBS RECALL,V= Cs*W Base shear,V= 7038 Lbs Struct Work Sheet.xisx Seismic- House LPJ 6112/2020 Johnson Structural:Engineering, Inc. SHEET Bozeman, MT 59715 PROJECT Miller-SFR JN 20-856 LOCATION: Arlington,WA SEISMIC LOADING CALCULATIONS PER ASCII 7-10 DETERMINE GENERAL REDUNDANCY FACTOR WALLS RESISTING FRONTAL LOADS 1.0 <= Rho<= 1.3 1.00 per. 12.3.4 Adjusted Base.Shear Base shear value to compare with wind loading =Vw'Rho 7038 Lbs WALLS RESISTING SIDE LOADS 1.0 <= Rho<= 1.3 1.00 per 12.3.4 Adjusted Base Shear 7038 Lbs Compare maximum adjusted base shear with wind loading Maximum Adjusted Base Shear . . 7038 Lbs VERTICAL SEISMIC FORCE DISTRIBUTION FRONTAL SASE SHEAR= 7038 T= 0.230 SIDE BASE SHEAR= 70.38 1.000 0.000 k= 1.000 Struct Work Sheet.xlsx Seismic- House LPJ 6/12/2020 Johnson Structural Engineering, Inc. SHEET ?�q Bozeman, HIT 69715 PROJECT Miller-SF'R JN 20-856 LOCATION: Arlington, WA SEISMIC LOADING CALCULATIONS PER ASCE 7-10 FRONTAL VERTICAL SEISMIC DISTRIBUTION Load Comb 16-12 LEVEL Hx wx Hx*Wx*k Cvx Fx 0.7*Fx 3rd Level 0 0.00 . 0 0 2nd Level 18 31292 563256 0.68 4801 3361 1st Level 9 29169 26252.1 0.32 2238 1566 SUMS 60461 825777 1.00 7038, 4927 SIDE VERTICAL SEISMIC DISTRIBUTION Load Comb 16-12 LEVEL Fix Wx Hx*Wx*k Cvx Fx .7*Fx 0 0.00 0 0 Roof Level 0 0.00 0 0 Upper level 18 31292 563256 0.68 4801 3361 Main Level 9 29169 262521 0.32 2238 1566 SUMS 60461 825777 1.00 7038 4927 Struct Work Sheet.xlsx Seismic-House LPJ Johnson Structural Engineering, Inc. p,bje,t; - 152 W.Short St. Job No.: Bozeman,MT 59715 (406) 585-2939 phont Date: larty@johnsoiiengineer.com Sheet No.. - '�J , / + Y . �.I_-_.�. ,� ..."/,/�� _ .1• "` ,V!�Y �J 1_*coo r.•�47. TA v ew Ad. ,� �.��� -.����z3�1 — c � ' �his 3 Aa -41 Al qW nN Qt _ .Ay • �A „CN S.R. ",.Gt 4b• .PAI— - �� o 1d O w 1, " � k ® rrlg�pC•t � t n xt f N A-M OF Q u ti • G P n V a'o ❑ a❑ xx `O x`L�O fAU aU%• PU? U.�Z �vi�ip�3�fi MLW wle+.•S A! At-A AI•R ,81 •—.rg ..--� OM eafd`ufo�mllm`0 ie is O l:! .] $ fwvf+aar,asp F Q 4 3 lip, two)J4,41 Lea gbg a 1 --.92 Qw IL- C] � y � nC� y �n o �. r CD c � > N1, Z o ~d � Alley o > 3 7.93'- _ - - 24'- e �M V�f •I�••••+li N CD CD w 9' 1_ 24' 1 Alin Fm. cn 3 I i3, g a CD 22' :a ' og J erosion `� control mats siltfence v sidewalk 3 7.92' - Lenore Ave Received IFICE COPY JUN 22 2020 i 1 I F 60'y V2 I Wood stoves-Traditional 6/20/20,8:48 AM zWOODI F 6- 02 v2 EPA 2020 Certified Description Our oldest and best selling wood stove, the Jotul F 602 V2 is now EPA 2020 certified. Utilizing Jotul TurbulatorT" non-catalytic technology, the Jotul F 602 V2 boasts a low 2.11 gram/hr emission rate while achieving the same heat output and burn time that has earned it the nickname "Little Giant". Received JUN 2 2 2020 `�iD https://www.jotuI.com/products/wood-stoves/f-602-v2 OFFICE COPY Page 1 of 3 F 602 V2 I Wood stoves-Traditional 6120/20,8:41 AM EPA 2020 Jotul Certified TurbulatorTI non- catalytic technology Emissions Weighted tested to average EPNs particulate alternate emissions cordwood rate of 2.1 method g/hr Efficiency LHV 75.14% HHV 70% Height: 25.25 in Width: 12.625 in Depth: 21.25 in Colors TECHNICAL SPECIFICATIONS https://www.jotuI.com/products/wood-stoves/f-602-v2 i " • " ` Ragw2of%3 F GO?,V2 I Wood stoves-Traditional 6/20/20, 8:48 AM Specifications Max output 49576 BTUs Height 25.25 in Emission 2.10 gr/hr Width 12.625 in Heating up to 800 capacity sgft Depth 21.25 in Weight 160lb Log size up to 16 in Flue outlet 6 in Flue exit Top/ Rear options Burn time up to 5h Flue outlet 24.75 height, centerrear Flue outlet 26.50 height, centertop https://www.jotui.com/products/wood-stoves/f-602-v2 Page 3 of 3 1 F 602 CB 139677_R05 August 2018 7.0 Jotul F 602 CB Clearances Table Stove clearances Unprotected surfaces Protected surfaces(NFPA 211) Top vent/vertical Side Rear Corner Side Rear Corner Single wall pipe 21" 13.5" 13" 13" 11" g" W/out rear heatshield 535mm 345mm 330mm 330mm 280mm 230mm Single wall pipe 21" 11" 11" 13" 11" 9" With rear heatshield 535mm 28omm 280mm 330mm 280mm 230mm Shielded single wall pipe 21" 9" g" 13" 8" 8" With rear heatshield 535mm 230mm 230mm 330mm 205mm 205mm Double wall pipe 24" 9" 9" 13" 8" 8" With rear heatshield 61omm 230mm 230mm 330mm 205mm 205mm Double wall pipe 24" 15" 15" 12" 8" 8" W/out rear heatshield 61omm 38omm 380mm 305mm 205mm 205mm Connector Pipe Unprotected surface Protected surface(NFPA 211) Vertical installation Vertical installation Single wall pipe 18" 6" 46omm 150mm Double wall pipe pipe mfgr.listing pipe mfgr.listing Connector Pipe Unprotected surface Protected surface(NFPA 211) Horizontal installation Horizontal installation Single wall pipe 18" 9" 46omm 230mm Double wall pipe pipe mfgr.listing pipe mfgr.listing Minimum alcove dimensions: Unprotected surface Protected surface(NFPA 211) Vertical venting. Vertical venting Assumes top exit: Assumes top exit: Minimum alcove width 55"(1400mm) 41"(1040 mm) Maximum alcove depth 48"(122omm) 48"(1220 mm) Height above the top of the stove 71"(18O5mm) 71"(1805 mm) 11 1 � � 1 I � � � � � i �, I Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Information Donald Miller 426.210.0272 NHN Lenore Ave Arlington, WA 98223 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-Valuea U-Factor`' Fenestration U-Factorb n/a 0.30 Skylight U,-Factor n/a 0.50 Glazed Fenestration.SHGCb.e n/a n/a Cei ling k 49 0.026 Wood Frame Wall9,m." 21 int 0.056 Mass Wall R-Value' 21/21' 0.056 Floor 309 0.029 Below Grade Walfm 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. 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. 72. 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 04. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope la 0.5 0 0.5 1 b Efficient Building Envelope 1 b 1.0 1 c Efficient Building Envelope 1 c 2.0 1 d Efficient Building Envelope 1 d 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 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 0 1.0 4 High Efficiency HVAC Distribution System 1.0 5a Efficient Water Heating 5a 05 Q 0.5 5b Efficient Water Heating 5b 1.0 5c Efficient Water Heating 5c 1.5 0 1.5 5d Efficient Water Heating 5d 0.5 Li 6 Renewable Electric Energy 05 -1200 kwh 0.0 Total Credits 3.50 *Please refer to Table R406.2 for complete option descriptions Received OFFICE COPY IIIN9 ", ?n?O TAr2 � 2 Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci ._ itinuous insulation, int .= intermediate frG ag. 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. e There are no SHGC requirements in the Marine Zone. ` Reserved. g Reserved. " 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 a Nonfenestration U-factors shall be obtained from measurement,calculation or an approved source or as specified in Section R402.1.3. Simple Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washington State Energy Code(WSEC)and ACCA 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 Project Information Contact Information Donald Miller 425.210.0272 NHN Lenore Ave Arlington.WA98223 Heating System Type: O All Other systems OO Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instruct€ons {` - --- Design Temperature Difference(AT) 47 f� V AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 1.714 Average Ceiling Height Conditioned Volume nstr€lceians Average Ceiling Height(ft) 8.01 13,712 Glazing and Doors U-Factor X Area = UA 115stru"UrJo s 030 149 44.64 Skylights U-Factor X Area = UA In*atructions 050 Insulation Attic _ U-Factor X Area = UA In.5tri.lctlonf, R-49 - ---- 0.026 880 22.88 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions Sek+rtR-value No selection --- Above Grade Walls(see Figure 1) U-Factor X Area UA In sf.r€actions R-21 Intermediate i_--- 0.056 2.232 12499 Floors __ _ U-Factor X Area UA €nstructians R36 ♦ 0 025 880 22.00 Below Grade Walls(see Figure 1) U-Factor X Area UA Instri€ctions Select"-value No selection --- Slab Below Grade(see Figure 1) F-Factor X Lotth UA €nstructtons -- Select conditioning No selection Slab on Grade(see Figure 1) F-Factor X Leth UA Instr€rlirns Select R-Value „� No selection --- Location of Ducts Duct Leakage Coefficient 1.10 Sum of UA 214.51 Envelope Heat Load 10,082 Btu/Hour Fiqure 1. Sumof UAXAT Air Leakage Heat Load 6,960 Btu/Hour VolumeX 0.6XATX.016 ano,.cr,e. Building Design Heat Load 17,042 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 18,747 Btu/Hour Ducts in unconditioned space*Sum of Building Heal Loss X 1.10 Ducts in conditioned space:Sum of Building Heal Loss X 1 Maximum Heat Equipment Output 23,433 Btu/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) Window, Skylight and Door Schedule Project Information Contact Information Donald Miller 425.210 0272 NHN Lenore Ave Arlin ton_ WA 98223 Width Height Ref. U-factor Qt Feet Inch Feet Inch Area UA Exempt Swinging Door(24 sq ft max.) Front 10.23 11 3 10 6 y 20.0 4.60 Exempt Glazed Fenestration (15 sq. ft. max.) I I I I I 1 0.0 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt Feet Inc" Feet inch Area UA Lo-E vinyl double pane w01 0.28 4 3 J 5 10 60.0 16.80 Lo-E vinyl double pane w02 0.28 1 3 ° 3 10.5 2.94 Lo-E vinyl double pane w03 0.28 1 4 4 r' 16.0 4.48 Lo-E vinyl double pane w04 0.28 1 4 ° 1 6.0 1.68 Lo-E vinyl double pane w05 028 1 12 4 11.3 3.15 Lo-E vinyl double pane w06 10,28 2 2 'y 4 22.5 6.30 Lo-E vinyl double pane w07 0.28 1 5 ° 4 1 6 22.5 6.30 0.0 0.00 0,01 0.00 0.0 0.00 0.0 0.00 00 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 000 0.01 0.00 0.01 000 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 0.0 000 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 0.01 0.00 0.01 0.00 0.0 0.00 ~ Sure~00`IlerticalFeb6str1atioh-Are6�6hd~tlA" ~ " ' ,'148.-8 `~°41:65 ,Vertical Fenestratiorr Area Weighted tJ.=UA/Area . 0.28 Qvaihead Glazing'.(Skylights)... %CbM66nerit ' ~ Width Height Description .° Ref:..~b4act6r~,- Qt. Feet inch Feet Inch Area UA 0.01 0.00 0.0 0.00 -0..0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 1 0.01 0.00 Ov'&head Glaz0g°Are6°We1*9hted U°=,UA/Area°f K . 0.00 Tdf l Sim of'Fen' (for heating systein`slzing,calculations�..° 168.8 46;25 *�, e.,!OVANOtT —QS uoisvxiziAui uIVZIadoox 11VIINMISHUO3dS WiS 33H a3ewnN riiv LaQ GHWINVss �i1ziLD Rva 1Id130 OaVONV1SmoY anaad .ro LNdpuavdsa 3"-1 AG mnoxd& 'S3HON3�11 NOLV2JiII3NI �IOA .09 30 NOV813S Wf1WINIW V 3AVH 1NIM0d SZ NVHl �I31V3�IO S3dOlS S '1N30a3d 9Z NVHl H31V3H9 S3d0IS d d N01103S NO rim 38 lON 11VHS S3H3N3b1 NOLLVal13N1 't 1333 9 38 1Sf1W SIIVM Z HON3�11 1N30Vf OV N33M138 ONIOVdS Wf1WINIW '� , 31 06L WVOI dl 9ZL WVOI AONVS dl 9L ONVS AWVO1 'ONUS 3NI3 „Z/l L—„ti/c NIW ,L dl 02 ONVS rgnl03LN NOOH 03HSVM NIW ,Z Al OZ S31B800 N ONVS 3S8noo 3dld 'S3HON36i NOIIV�U_11JNl inOdSNM00 031VZI0383d ONIZIS 80A 03sn 38 ),VW 3dA1 110S NO 'NIW 03SVO V3aV 30021 30 1333 38vnoS 000'L 83d NIW „9 U333 aV3Nll) H1ON3l Wf1WINIW ONIM01103 3H1 Z T 'S1N3W3SV3 ONV 'S3NIl A183d08d 'ONIOIIf18 11I3NoVB 1 W083 ,6L 30 W NINIW V 38 IIVHS S3HON3Hi 1 a31DVdW0o 3111X3103O :S310N M31A N01103S 318V1 aMVMONno80 HOIH �— _27— NIVY .01 ,OOL XVW NIW ,C on OIIOS/M dyms N3380S BO 80 NIVaO OLlVA HS3W 3NI3 - ------------------- 310H 030A30 NIW ,L Z/L l—„�/£ NIW ,l „Z/L H1IM onld NIW L A008 03HSVM NIW ,Z 331 NIW „9 3dld 031V80383d SKIS ONV d01 d NO 3111X31039 NIVaO 300a NOI103S J. 80 3dld OIIOS M31A NYId M0813 NM00 03N8ni NIV80 OaVA ----------------------- l 11 NIV80 HON381 NOIlVNiIIANl A008 3dld 031VdOJ83d „* 'NIW .-. I i ARLINGTON SCHOOL DISTRICT NO. 16 145128 LOCAL RECEIPT DATE Received from For ACCOUNT C AMO �n CASH CHEC y MO RBANK DATE AMOUNT RESIDENTIAL PERMIT APPLICATION ' Department of Community & Economic Development + OY 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 BYTWO(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: between 214 & 230 Lenore Av, Arlington, WA 98223 Plat: tax ID 00455400101600 Single-family ❑ Duplex ❑ Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1"' Floor: 880 2"`' Floor: 834 Garage. n/a Total SF: 1774 Describe Proposal (include cross street): construction of 2 story single family residence in Old Town Arlington, at later date (separate permit) a detached 24x26 ft will be constructed accessed from the alley. Later date adding rooftop solar but not with this cnn,,tn ictinn_ Valuation: $190,328.23 Owner: Donald J Miller, Linda D Jacobson 7891 Cultus Bay Rd. Clinton WA 98236 Address: City: State: Zip Code: Phone: 425-210-0272 Email: delicatelight@ whidbey.com Applicant: Donald J Miller 7891 C ultus Bay Rd C linton WA 98236 Address: City: State: Zip Code: Phone: 425-210-0272 Email: delicatelight@ whidbey.com Contractor: Skagit Design Homes PO Box 2407 Mt Vernon WA 98273 Address: City: State: Zip Code: Phone: 360-757-7773 Email: james@skagitdesignhomes.com Contact Person: James Eidson License Number: SKAGID*933L7 Expiration: 6/27/2021 6'16LP Page 1 of 3 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 9 plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) In Bath/Shower Combo (4.0) x 1 Sink (1.5) x 1 l� Shower (2.0) x 1 Lavatory (1.0) x 3 l� Clothes Washer (4.0) x 1 Water Closet (2.5) x 2 Dishwasher (1.5) X 1 ❑ Water Heater x 1 l� Hose Bibb (2.5) x 2 Water Heater Model # Other (list) X 50-GA H3 55 U ED PROU F 30AM P 50 T2 RU 350 DC B 1 free standing HYBRID HEATPUMP WTR-H Plumbing Section Continued 1 Proposed Water Piping Size: 3/4 inch Proposed DWV Material: PVC Proposed Piping Material: PEx Proposed DWV Size: as specified • 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 + OY 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 Heat Pump Model # Mitsubisi MXZ3C30NA-U1 SEER 19 HSPE 10 AC Unit Model # SEER Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping a Boiler ❑ Solid-Fuel Appliance ❑ PV System ❑ Fireplace Insert ❑ Outdoor BBQ ❑ Storage Tank Freestanding Stove ❑ Gas Piping ❑ Other Gas Piping Information Not Applicable: Pipe Material: Pipe Size: Total BTU's of all Appliances: 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 ki_��' e°'Do'°aaea°°°'� 06/20/2020 Applicant Signature: Date: Print Applicants Name: Donald J Miller 6'16LP Page 3 of 3 NOTICE L' TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED Cl DO NOT OCCUPY X APPROVED ! f PERMIT#: i ] AM ❑ PM DATE: �!��12 c,Z I JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: h (OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION ' D co LT - S H /Ll5iJ LA (( N /L THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 0 PLANNING 0 CIVIL 1 BUILDING CITY OF ARLINGTON NOTICE V TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY O APPROVED PERMIT#: ?D AM PM l DATE: U 20 OB ADDRESS: I U I _ V LOT#: PROJECT: P f l d _ �} TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION Zz THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE M PLANNING O CIVIL o BUILDING CITY OF ARLINGTON • „ • NOTICE Y TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 71 APPROVED PERMIT#:�41 -��,�l!z ❑ AM [IPM DATE: OB ADDRESS: ICJ,IOLJ;� A j , LOT#: PROJECT: E j 1 - TYPE OF INSPECTION: iT Al--- L-1 OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION 40 LTg7w d� Ji�JI� o THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 1/-,-'6? / r INSPECTOR DATE LET� OR. 0 PLANNING o CIVIL � BUILDING CITY OF ARLINGTON u NOTICE V' TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY p APPROVED PERMIT#.,-1i1 ,�-��� ❑ AM ❑ PM DATE: I Z- OB ADDRESS: LOT#: PROJECT: �- it � - TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION Z_ T5 t'l-,,111-: THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE/ M PLANNING O CIVIL "1 BUILDING CITY OF ARLINGTON NOTICE V111, TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL CORRECTIONS REQUIRED ❑ DO NOT OCCUPY OAPPROVED PERMIT #: ❑ AM ❑ PM DATE: JOB ADDRESS: LOT#: PROJECT: ! I. TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION Sri v - -Y,►J �� cr ,r'i LJ F" S 141 v s THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 0 PLANNING O CIVIL 0`BUILDING CITY OF ARLINGTON °� ' NOTICE vz TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED 'h'i "y AM PM PERMIT#: r i i ❑ DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: r ! OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-35SI Cl CALL FOR REINSPECTION A/_/- ?C_X&)W<T 7. Lh d r J W �Lba THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O PLANNING 0 CIVIL /BUILDING CITY OF ARLINGTON NOTICE V TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY Z(APPROVED PERMIT#: l / h �¢ AM ❑ PM DATE: JOB ADDRESS: � ' �_r". L� i '�r r LOT#: PROJECT: VA�`I e-!( TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION t- 14_ THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE CITY OF ARLINGTON 0 PLANNING 0 CIVIL A BUILDING '�< • NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#: AM M-' DATE: . 7I•Z�L� JOB ADDRESS: U l f,'7 IL_, t PROJECT: ), I I l(YlL 1 TYPE OF INSPECTION: _I lvl 1.1 OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION t)k or 70 Pn-)K-7- THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 0 PLANNING Cl CIVIL -1 BUILDING CITY OF ARLINGTON '� • NOTICE TO PERMITEE AND/OR OWNER O PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#: AM�PM DATE: ` JOB ADDRESS: `��� I-�nb�2 LOT#: PROJECT: TYPE OF INSPECTION: rA vivk"-"A!u-1 ((.l l 1 ( r,l OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION Na i caxf 121 r� THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 A7 I INSPECTOR DATE/ fl O PLANNING O CIVIL O/BUILDING r� �`� CITY OF ARLINGTON <„�� i CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 40 INSPECTIONS: 360-403-3417-Permit Center:360403-3551 v _ Permit#:3273 ON- 218 Lenore Avenue Permit Expiration Date: 12/26/2020 Parcel#:0045540010I600 Valuation: 190328.23 �ha9 z; mod. a. MILLER DONALD&JACOBSON Donald Miller Skagit Design Homes LINDA D 230 LENORE AVE 7891 Bultus Bay Rd PO Box 2407 ARLINGTON,WA 98223 Clinton,WA 98236 Mount Vernon,WA 98273 425-210-0272 360-757-7773 LIC:skagid*93317 EXP:06/27/2021 LIC#: EXP: LIC#: EXP: PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: 1 OCC GROUP: R3 BUILDINGS: 1 OCC LOAD: r The issuance or granting of this permit shall not be construed to be a permit for,or approval of,,any violation of this Code or any other ordinance or order of the City,of any state or federal law, or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State, this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect, inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. 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 UN'riL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI I O/IRCI10. SALEjS TAX NOTICE.- ales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. r -z U � Igo- ature Print Name Date Released By *Date a. SEE RED-LINED PLANS FOR ADDITIONAL CONDITIONS. MITIGATION IS REQUIRED FOR THE REMOVAL OF THE EXISTING TREES WITH LIKE PLANTINGS ON THE PROPERTY,OR A FEE MUST BE PAID IN-LIEU,EXISTING DRIVEWAY CUTS SHALL BE REMOVED AND REPLACED WITH SIDEWALK,CURB AND LAWN STRIP. STREET TREES ARE REQUIRED. SIDEWALK SHALL BE REPLACED FROM LOT-LINE TO LOT-LINE. DRIVEWAY MUST BE PAVED.PERMIT IS REQUIRED FOR ANY WORK IN THE RIGHT-OF-WAY. ALL RIGHT-OF-WAY WORK SHALL MEET CITY OF ARLINGTON STANDARDS INCLUDING CDF FILL FOR TRENCHES.DRAINAGE FOR BUILDINGS SHALL BE DIRECTED INTO THE GROUND FOR INFILTRATION PER CITY OF ARLINGTON STANDARDS. ADHERE TO APPROVED PLANS. APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN (CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 07/27/2020 Building Permit Fee $2,257.40 07/27/2020 Park-Community SF $1,662.00 07/27/2020 Park-Mini SF $484.00 07/2712020 Traffic Mitigation-City $3,355.00 07/27/2020 Fireplace/InsertAfVoodstove $15.00 07/27/2020 Forced Air Heat $15.00 07/27/2020 Heat Pump/Heat Exchangers $25.00 07/27/2020 Mechanical Base $25.00 07/27/2020 Range Hood $15.00 07/27/2020 Processing/Technology Fee $25.00 07/27/2020 Bath/Shower or Shower Only $30.00 07/27/2020 Clothes Washer $15.00 07/27/2020 Hose Bib I Roof Drains $30.00 07/27/2020 Lavatory $45.00 07/27/2020 Plumbing Base $25.00 07/27/2020 Sinks/Toilets/Urinals/Disposal $45,00 07/27/2020 Water Heater $25.00 07/27/2020 State Building Code Surcharge Fee $6.50 07/2712020 Building Plan Review Fee $1,467.31 Total Due: $9,567.21 Total Payment: $9,567.21 Balance Due: $0.00 Call by 3:30 pm for next day inspection,allow 48 hours for Are Inspections 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 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 218 Lenore Avenue Permit#:3273 Permit Expiration Date: 12/26/2020 Parcel#: 00455400101600 Valuation: 190328.23 OWNER APPLICANT CONTRACTOR MILLER DONALD&JACOBSON Donald Miller Skagit Design Homes LINDA D 230 LENORE AVE 7891 Bultus Bay Rd PO Box 2407 ARLINGTON,WA 98223 Clinton,WA 98236 Mount Vernon,WA 98273 425-210-0272 360-757-7773 LIC:skagid*93317 EXP:06/27/2021 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST. TYPE: VB DWELLING UNITS: 1 OCC GROUP: R3 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City, of any state or federal law, or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid. The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law, or of any order, proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information, or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. 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/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 1 Signature Print Name Date Released By Date CONDITIONS SEE RED-LINED PLANS FOR ADDITIONAL CONDITIONS.MITIGATION IS REQUIRED FOR THE REMOVAL OF THE EXISTING TREES WITH LIKE PLANTINGS ON THE PROPERTY,OR A FEE MUST BE PAID IN-LIEU.EXISTING DRIVEWAY CUTS SHALL BE REMOVED AND REPLACED WITH SIDEWALK,CURB AND LAWN STRIP. STREET TREES ARE REQUIRED. SIDEWALK SHALL BE REPLACED FROM LOT-LINE TO LOT-LINE.DRIVEWAY MUST BE PAVED.PERMIT IS REQUIRED FOR ANY WORK IN THE RIGHT-OF-WAY.ALL RIGHT-OF-WAY WORK SHALL MEET CITY OF ARLINGTON STANDARDS INCLUDING CDF FILL FOR TRENCHES.DRAINAGE FOR BUILDINGS SHALL BE DIRECTED INTO THE GROUND FOR INFILTRATION PER CITY OF ARLINGTON STANDARDS.ADHERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR INSPECTIONS. CALL FOR INSPECTIONS. THIS PERMIT AUTHORIZES ONLY THE WORK NOTED. THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS, SIDEWALKS,DRIVEWAYS, MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 07/27/2020 Building Permit Fee $2,257.40 07/27/2020 Park-Community SF $1,662.00 07/27/2020 Park-Mini SF $484.00 07/27/2020 Traffic Mitigation-City $3,355.00 07/27/2020 Fi replace/l n sert/Wood stove $15.00 07/27/2020 Forced Air Heat $15.00 07/27/2020 Heat Pump/Heat Exchangers $25.00 07/27/2020 Mechanical Base $25.00 07/27/2020 Range Hood $15.00 07/27/2020 Processing/Technology Fee $25.00 07/27/2020 Bath/Shower or Shower Only $30.00 07/27/2020 Clothes Washer $15.00 07/27/2020 Hose Bib/Roof Drains $30.00 07/27/2020 Lavatory $45.00 07/27/2020 Plumbing Base $25.00 07/27/2020 Sinks/Toilets/Urinals/Disposal $45.00 07/27/2020 Water Heater $25.00 07/27/2020 State Building Code Surcharge Fee $6.50 07/27/2020 Building Plan Review Fee $1,467.31 Total Due: $9,567.21 Total Payment: $9,567.21 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon SHEET INDEX A-1 PROJECT OVERVIEW A—1 A-2 FOUNDATION/JOISTN A-3 FRAMINGPLAN A-4 ELEVATIONS of 4 A-5 ROOF/DETAILS 9 ik o y o P v a'^ p v m v o H o z� 9 EJ Yi ati 09 E3 Gmy � p O= — 3 a� a� O E A E N E E = a�iE C B8 m Im 'q w In P®i oQ 3�ym 'fie Ei^.a �V)o e BUILDING SIZES IN SQ.FT. 5 0£T a rn 1ST FLOOR 880 SEISMIC ZONE: D2 'L 2nd FLOOR 834 SNOW LOAD: 30 PSF E (increased PSF for future solar) Q TOTAL 1714 SKAGR DESIGN STARTING PLAN 2 C WIND EXPOSURE:B Custom,Arlington w o WIND SPEED: 110nnph N a In �U NO SCALE CONFORMS TO 2015 WSEC for SFR T1IG PAGE FOR COVER INSULATION VALUES w/TABLE 406.2 3.5 POINTS BY; DATE: AND REFERENCE ONLY CEILING R-49 /►�` 619 OPTION 1a,Efficient building envelope,0.5 POINT EXT.WALLS R-21 OPTION 3d,Ductless heat pump 1 POINT FLOOR R-38 Option 5a,Efficient water heating,low flow,0.5 POINT SKAGIT DESIGN SHEET: WINDOWS U.28 Option 5c,Efficient WH,Heat pump WH,1.5 POINTS HOMES THIS PLAN IS FOR ONE TIME USE AND BUILT 0—BY L' SKAGIT DESIGN 1 SHEET INDEX a a d d A-1 PROJECT OVERVIEW A-2 A-2 FOUNDATION/JOISTN NEST IAIIe) A-3 ELEVATIONSFRAMINGPL of wEx,R�rEar A-4 ELEVATIONS of 4 A-5 ROOF/DETAILS uum — ----- JOIST SYSTEM —, VENT n r x 00 cunEx roRrRussu n r-------- T r---------� I i6"FLOOR TRUSSE '� lox w "¢" SPACED AT 24"O.C. > o zxa®gawuL i ou coxr�x000s°oxxecroHie oemiee. i~i I i — dN ma osssxesrxw a„ qxr_ A v IwI x v w,Ea a.HE �a�x > 3 m O ,roc nea° E`an^_ ANLHOR BOLTSa� f 0 +wEx rwEea+wErs eons sxua eevm aess rxAx 1.4 CRIPPLE WALL ON I SUB FLOOR3/4T&G zo soar PEA"ereFa a xm xoFe 16x8 CONTINUOUS FOOTING RATED FOR 24" 0 9 ° 51°�"` m�woA.FouxvAr�oxsur SPAN E Nw.rixuss exeevxexr GLUED AND NAILED a A ,rr owe I I I I I I I I I N Fjf E3 SUB FLOOR NA LED o y L ,a raoo6muss u«a. GLUED AND NAILED ® 11r 11' FOUNDATION VENTS IN G R d F1 rakernx a FOUNDATION WALL o Arcexreaorrov vure. 1O FT OF VENT NTS q2 1 SO FT OF VENT I PER 500 BO FT FRAM «......�.,«...aa�e« _ 2X6 Pr MUD SILL SOUTH ,.w,„.._",.,.._ sUPPoRTUNOF a wacaw GIRDER TRUSS �I 1 zI F2 8805 Ft 2.945F aF Vent Re a' I >I IwI NORTH q Az=433"sq orb(5.9)vents®T2"Sq.EA I I >I I I GIROERTRuss TOAuow U ae•OPEN VE ON FIRST sum OF N STAIR.—TAT BOTH ENDS OF GIRDER 'O F2' 91/2-LPI 20 or EQUIV I"f e„re xoxr. Fi SPACED AT 19.2"O.0 (') MMERs urvosR Ie �iO TRICIROFR TRuss O N w ea e 1 PROVISION SHALL BE FABTENERB INTO OR IN CONTACT WI auLooN 7 RESSURE TREATED WOOD SHALL BE HOT DIPPE L ra MADE TO KEEP HATER 13'-11" GALVANIZED,STAINLESS,SILICONE BRONZE (2)2e6 MULIorvs i FROM LOLLELTING IN OR COPPER.EXCEPTION 1/2 DIA OR L rx,o"ar mx'PE > LRAWL SPADE GREATER STEEL BOLTS. O O siM.roim ol. 34"EXT CRAWLACCESS LL LL xsuunory LRAyJL SPADE > WIDOORM/ELL (z)�65TU05 FAEssusEr ALLE55>30x24 FLATE ¢ - w,e xe x„<�a�wewaRs sxe RooF BEAM 11 e,rzaFNo«.e AT,xiro.o. I AIT Tl mneaoc ip L_________J L----_—�_—J --------- --------- PocKET lrvio wALL rµ mEAB roN10 saw", aso sacxriu 11 4'-69116' ^ E 9'-10 15/16" ,�\ v,sice / \ DFpz Posr 8 wwa"so enauiooaa`uxo —Rowrs,r 22• yr Eq.PoST caP E Ir�'+ 2X6 PT JOIST®1B"O.C. LT r l O causesEsv`sr�,n`" Ixlussaw N L'J 2X6 LEDGER w/(2)LEDGER J = PE F 1 0 0 o i 15"X15"Itg.bgp. LOCK SCREWS Q 24"D.C. IS FLooR Tois > C a$ 'CorEMix ssueexc A5 TYPICAL WALL DETAIL � � 4X6 PT FOR BEAM TRuss q« NEDNITM (2)#E.W, 2na FLOOR w m LY E�L P �L P ABU44 POST BASE p. I.. 2" EAST(Lenore Ave.) p� 3"' o°emL oe R ax S s i'mS E F s s oV) - 0 a � K L IIE..NAL- rjj Q No PEN x ToN 6U aocxwcov"x C ea em�MSMAr,°x Q O DSS —ED IN �U DATE: -r neE.onx oa.rraTw ,emonx.esK PNonrc ��t 6/19/2020 M SKAGIT DESIGN SHEET: F2 NTFRIDR mnnNG HOMES A5 THIS PLAN IS FOR ONE TIME USED I ONLY BY L' SKAGITIT DESIGN 1 SHEET INDEX A-1 PROJECT OVERVIEW A-3 A-2 FOUNDATION/JOISTN A-3 FRAMINGPLAN A-4 ELEVATIONS of 4 A-5 ROOF/DETAILS € E � o 1o'a^ 1r-e' u ]1/2' S7 3068 51 4��A 04wJ11 S1 vat au DUCTED HP WH w X a &SEISMIC STRAP wary II Dryer HP/W o f G PRV TO OUTSIDE vv N ❑® F.LOSETS1 c S1^5 cw"monl zaizwc 306 L N oy E'3 Io waererwie nog:...m - BED ROOM 1 - so cluel(v � r IS\i MASTER BDRM Sggp E DETEC R- 8 8 ,J 3 ® m ® � o so W 51 CLOSET TH Hllhh11 m n e W2430 W30'W1530R3015 BTER Ha tv B'�v v _e ngera or � v SEE INCLUDED STAMPED Ductless Head 0 `y S 100CFM CALCS FROM JOHNSON 1 3 RANGEHOOD ENGINEERING 06 3�1TI VTO - C n i46 824Ri C r: e ro.00. e I m y O - 31: 7/18"OSB or CDX.18dIELD 8"O.C. O m O CLOSET ® �D � 3 EDGES.1/Y.3C FIELD 31 m v 1Y2 A.B.w/3"x3'x1/4• S1 d K `•" WASHER @48^O.C. 2/SMOKE v 01 y �_ S1 - S2: 1/16"OSB or CDX w/8d @ 4"O.C. ETECTOR F3 C 5 o EDGES,72'O.0 FIELD S2 q5 IpI J,I cc !q x eirn 112 A.B.w/3"x3'x1/4' 68 II o] C WASHER Q 36^O.C. 3 ME tAlccocnnn "G 3 ®_ HALL - lL W ry c W ON 31 y � - BEDROOM T E B Si E [�[ Y � E E S2 W07-5046FX S2 3068 S1 O1-3DSD H 51 01-3050 S1 r C 9$ m DEC3. 4.-R.. 3• 3•-3" 3•-3.. 3• 4-A" w � m a 22' 11' 11' p 3"yy' DN �, 3 A ea4 SO Fi 33 i'01e Enp aE g€ b 5a �a Ea 3 Y$ FOR a e� w „ oV)of DETAILS SEE PAGE A-2 a rn LIMN SNAREA 2ND FLOOR PLAN c: Scale: 1/4" _ V-0" K L MAIN FLOOR PLAN r' g° r Q -011 w p V) a 7 �U Window Schedule Number Label lQtv Floor Size Width Hei M R/O Desch tion Header W01 W01-30WSH 4 2 30505H 36" 60" 38•'x62' Sin le Hun 4x8x4P DATE: W02 W02-3038L5 1 1 3036L5 36" 42' 38"x44' Lefl Slidin 4x8x41" W03 W034MOLS 1 1 401 FX 48' 48' S0"x50' Left Slidin 4x8x53" W04 W05d2M6FX 1 2 6018FX 48' ,B'• d8'x18" Fixed Glass 4x8x51" W05 W05-2646FX 1 1 2646SH 30" 54'• 32'•x56' Fixetl Glass 4x&M; W08 W06-2646SH 2 1 26465H 30" 54" 32"x56' Sin le Hun 4xgx65" SKAGIT DESIGN SHEET: WO] W07-5046FX 1 7 5046FX 60" 54" 62"x56' Fined GI.. 4x8x65" HOMES THIS PLAN IS FOR ONE TIME USE AND BUILT ONLY BY L SKAGIT DESIGN 1 SHEET INDEX A-1 PROJECT OVERVIEW A—4 A-2 FOUNDATION/JOISTN A-3 FRAMINGPLAN A-4 ELEVATIONS of 4 A-5 ROOF/DETAILS 7/12 ROOF PITCH F3 p ROOF PITCH p 30 YEAR ARCH.H.S SHINGLE ROOFING TRUSSES TO BE ENGINEERED BY MANUFACTURER OVERHANGS 12: p GABLE ENDS 12' WINDOW HEADERS LISTED IN WINDOW SCHED. u 0 n n 30PSF ROOF LOAD FOR FUTURE SOLAR Q xV u W01-3050SH WOI-305OS o F 0 u =C 9 J 16"E S.C .G RTO LASH LOCK vpUi Oa 09 E'3 Gmy � poo W07-5046FX �3068' B PRE-ENGINEERED TRUSSES®2'O.C. E FLAT CEILING VEN EN EN WIND HEADERSIN N SCHEDULE 1= O Front Elevation fo m LL D Right Elevation a2i O ROOF VENTILATION per SECTION R806 W ce $ NET FREE VENTILATION SHALL BE 11150 OF ENCLOSED ATTIC AREA OF 880 Sq Ft,THUS 845 Sq Inches "BIRD BLOCK"TRUSS BLOCKING E Scale:1/4'V= v 7/12 ROOF P TCH I F = E ROOF SYSTEMr C a$ IS AN ENGINEERED TRUSS SYSTEM ENGINEER'S DOCUMENTATION WILL w m c BE KEPT ON SITE. p � s 3 1 BLE END zee E n n 04 4016E 3 Y ao ]:12 7:12 W01-30505H W01-30505H u u _ � C K L II�II �040L5u u0230 38L 5 Wn SHuu y06❑0 wQ Nu unnH O �U �I DATE: EN EN1-------------- EN CCES EN — /�`-� 6�19�2020 SKAGIMESIGN SHEET: HOMES Left Elevation Back Elevation USESAND BUILT ONLY By PLAIN IS FOR ONE ME SKAGIT DESIGN Permit#: 3273 Permit Date: 06/29/20 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Miller Applicant Name: Donald Miller Applicant Address: 7891 Bultus Bay Rd Applicant, City, State, Zip: Clinton, WA 98236 Contact: Donald Miller Phone: 425-210-0272 Email: delicatelight@whidbey.com Scope of Work: New SFR Valuation: 190328.23 Square Feet: 1774 Number of Stories: 2 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 07/28/2020 Permit Expires: 01/24/2021 Form Permit Type: Status: LASERFICHE Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning LOT 16 EXC S 3FT THOF TGW S 3FT OF LOT 17 BLK 1 SD PLAT PER BDY MILLER DONALD 100 SINGLE 00455400101600 218 N LENORE AVE LN AGRMNT REC AFN &JACOBSON FAMILY 201807065002 BEING A LINDA D RESIDENCE PTNOF LOTS 16& 17 BLK 1 SD PLAT Contractors Contractor Primary Contact Phone Address Contractor Type License License# Skagit Design Homes James Eidson 360-757-7773 PO Box 2407 CONSTRUCTION Labor and CONTRACTOR Industries skagid*93317 Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status R20.ACCESSORY 04/22/2021 STRUCTURE Deck Framing 04/22/2021 04/22/2021 BUILDING Approved FINAL 12/18/2020 R20.SFR/DUPLEX Air Seal complete 12/18/2020 12/18/2020 BUILDING Approved FINAL 10/12/2020 R20.SFR/DUPLEX BUILDING Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 06/29/2020 RESIDENTIAL SINGLE BUILDING FAMILY 06/29/2020 RESIDENTIAL SINGLE Will Need to mitigate for the removal of the tree with like Josh Grandlienard FAMILY plantings on the property or a fee in-lieu of •Existing driveway cuts shall be removed and replaced with sidewalk,curb and lawn strip •Street trees are required •If any defects in the sidewalk exist it shall be removed RESIDENTIAL SINGLE and replaced 06/29/2020 FAMILY •Driveway must be paved Nova Heaton •Permit required for any right-of-way work •All ROW work shall meet COA Standards including CDF fill for trenches •Drainage for building shall be directed into the ground for infiltration per city standards Fees Fee Description Notes Amount Building Permit Table 4-1 $2,257.40 Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Traffic Mitigation-SF Single Family $3,355.00 Fireplace/Insert/Woodstove $15.00 Forced Air Heat fee per Btu $15.00 Heat Pump/Heat Exchangers $25.00 Mechanical Base Permit Fee $25.00 Range Hood Residential $15.00 Processing/Technology $25.00 Bath/Shower Combo $30.00 Clothes Washer $15.00 Hose Bib $30.00 Lavatory Toilet&Sink Only $45.00 Plumbing Base Permit Fee $25.00 Kitchen Sink&Disposal $45.00 Water Heater(Tank) $25.00 State Surcharge- 1st DU Residential- 1st Unit $6.50 Building Plan Review Table 4-2 $1,467.31 Total $9,567.21 Attached Letters Date Letter Description 06/29/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 07/01/2020 Donald Miller 4267 Raelynn Jones $9,567.21 Outstanding Balance $0.00 Notes Date Note Created By: SENT BY EMAIL: 2"Crushed surfacing top course compacted to 95% 4"Class 3000 concrete Detail attached. 02/09/2021 The old driveway drop curb has to be fully removed and replaced.(detail attached) Launa Black They should get it all formed up and call the inspection line,so Brian can take a look before they pour. Nova ATTACHED:R 170&R 180 07/28/2020 Emailed the permit for signature. Kristin Foster 07/27/2020 Zoning Verification Application inspection note from 6/3/2020: Kristin Foster Sidewalk to be replaced lot line to lot line,curb cut to be replaced w/standard curb 07/23/2020 Emailed the contractor for an out of city business license. Kristin Foster •Existing driveway cuts shall be removed and replaced with sidewalk,curb and lawn strip •Street trees are required •If any defects in the sidewalk exist it shall be removed and replaced 07/22/2020 •Driveway must be paved Kristin Foster •Permit required for any right-of-way work •All ROW work shall meet COA Standards including CDF fill for trenches •Drainage for building shall be directed into the ground for infiltration per city standards 07/22/2020 Will Need to mitigate for the removal of the tree with like plantings on the property or a fee in- Kristin Foster lieu of 07/22/2020 New address assigned as 218 Lenore Avenue. Kristin Foster 06/29/2020 Plans are in Kevin's office. Kristin Foster Conditions per the Zoning Permit BLD-3136 Driveway must be paved Drainage for building shall be directed into the ground for infiltration per city standards 06/29/2020 Kristin Foster Will Need to mitigate for the removal of the tree with like plantings on the property or a fee in- lieu of and show a 6'deep porch or front patio School Impact Fees paid and receipt provided.7/16/2020 06/29/2020 Kristin Foster Need City of Arlington school impact fee receipt prior to issuance. Uploaded Files Date File Name 09/22/2021 9741780-3273 IC 12.10.2020 Rough HVAC.pdf 09/22/2021 9741781-3273 IC 12.10.2020 Rough plumbing,pdf 09/22/2021 9741782-3273 IC 12.18.2020 Air Seal.pdf 09/22/2021 9741783-3273 IC 1.4.2021 Insulation.pdf 09/22/2021 9741784-3273 IC 2.4.2021 Storm.pdf 09/22/2021 9741785-3273 IC 9.22.2020 Foundation.pdf 09/22/2021 9741786-3273 IC 9.29.2020 downspout drainage.pdf 09/22/2021 9741787-3273 IC 10.29.2020 Shear nailing:pdf 09/22/2021 9741788-3273 IC 12.10.2020 Framing,pdf 07/28/2020 7051752-3273 Issued Permit.pdf 07/28/2020 7051751-3273 Issued Permit.pdf 07/16/2020 6993481-3273 Paid school district mitigation.pdf 06/29/2020 6900819-3273 Plans.pdf 06/29/2020 6900813-3273 Apnlication.pdf Date: 03/30/2026 Permit#: 3273 Permit Date: 06/29/2020 Review Date: 06/29/2020 Permit Type: RESIDENTIAL SINGLE FAMILY Review Type: RESIDENTIAL SINGLE FAMILY Target Date: 07/13/2020 Scheduled 00:00 Time: Completed 06/29/2020 Date: Description: Will Need to mitigate for the removal of the tree with like plantings on the property or a fee in-lieu of Review Status: Assigned To: Josh Grandlienard Time In: 00:00 Time Out: 00:00 Hours: 0.0 Notes 07/22/2020 Will Need to mitigate for the removal of the tree with like plantings on the property or a fee in- lieu of Property Information Parcel#: 00455400101600 MILLER DONALD & JACOBSON LINDA D MILLER DONALD & JACOBSON LINDA D 230 N LENORE AVE 218 N LENORE AVE ARLINGTON, WA 98223 Zoning: 100 SINGLE FAMILY RESIDENCELot: 16131ock: 001 D-00 Date: 03/30/2026 Permit#: 3273 Permit Date: 06/29/2020 Review 06/29/2020 Date: Permit Type: RESIDENTIAL SINGLE FAMILY Review RESIDENTIAL SINGLE FAMILY Type: Target Date: 07/13/2020 Scheduled 00:00 Time: Completed 06/29/2020 Date: Description: • Existing driveway cuts shall be removed and replaced with sidewalk, curb and lawn strip • Street trees are required • If any defects in the sidewalk exist it shall be removed and replaced- Driveway must be paved • Permit required for any right-of-way work•All ROW work shall meet COA Standards including CDF fill for trenches • Drainage for building shall be directed into the ground for infiltration per city standards Review Status: Assigned To: Nova Heaton Time In: 00:00 Time Out: 00:00 Hours: 0.0 Notes • Existing driveway cuts shall be removed and replaced with sidewalk, curb and lawn strip • Street trees are required • If any defects in the sidewalk exist it shall be removed and replaced 07/22/2020 • Driveway must be paved • Permit required for any right-of-way work •All ROW work shall meet COA Standards including CDF fill for trenches • Drainage for building shall be directed into the ground for infiltration per city standards Property Information Parcel#: 00455400101600 MILLER DONALD & JACOBSON LINDA D MILLER DONALD & JACOBSON LINDA D 230 N LENORE AVE 218 N LENORE AVE ARLINGTON, WA 98223 Zoning: 100 SINGLE FAMILY RESIDENCELot: 16Block: 001 D-00 0o"9TOToots5'boo ££Z86 yM'uo}6upj woYsawoHu6isa0ai6el5•MMM# 1a0aed xel any 9Jou91 NHIN wo7•sewoqubisapai6ejswno3ui-£L O LL-LSL 09£ N £LZ86 yM'uouaaA;unow aaMw MalAJ@A0 LObZxo90d 0�6UI�Jy 'UIO�SII� w N w 44 epul-I v pleuoa S@WOH U SE)(] 4i6e�s �; w 'd3NMO:NOIldI'dOS30 109COdd :,48 030IAObd S°JNIMVdG Nlv9d`JNI IdViS NEJIS3O JIE)V)JS 0 3: z C > (3E. 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