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HomeMy WebLinkAbout18820 43rd Dr Ne_BLD2954_2026 NOTICE TO PERMITEE AND/OR OWNER 0 PARTIAL APPROVAL Cl CORRECTIONS REQUIRED .0 DO NOT OCCUPY eAPPROVED PERMIT#: 2 M DATE: ' I--?#: JOB ADDRESS: ! f ,7 D 5!DY-rJ /LOT#: PRO ECT: I it 3d�� TYPE OF INSPECTION: t- 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: $SO REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. Cl CONTACT INSPECTOR 360-403-3SS1 ❑ CALL FOR REINSPECTION 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 Cl CIVIL BUILDING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL O(CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: AM M J DATE: + 'L, JOB ADDRESS: PROJECT: 77_7�0 ,_1� �l ' 4_ r � - TYPE OF INSPECTION: JG'-�' I ' j j.J j ( G�.�; �' ,- c: —, 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 .rAQS } `l j tJ e_46t f iZh�F�,�i-— C©121P_CLzli;n)S �`c�f]J1261� diL Tn tik)n JLA I v ta-t . GL i,—_,n n,,K�W W AL. 7o 2LAram; �'I opPc� G Ue 0'�-1 THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 -7/7 . INSPECTOR DATE M PLANNING 71 CIVIL 0 BUI c CITY OF ARLINGTON • <. . • NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#: l �i I'�� 4 PM DATE: I.G,2 r OB ADDRESS: LOT#: PROJECT: ;;.I V j TYPE OF INSPECTION: I i f U 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 THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DA . 0 PLANNING 0 CIVIL /BUILDING CITY OF ARLINGTON 7 NOTICE TO PERMITEE AND/OR OWNER 0 PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED O DO NOT OCCUPY ell ❑ APPROVED PERMIT#: '%'L v lam, PM DATE: $ �' JOB ADDRESS: `� %� LOT#: PROJECT: 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 360-4403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR /INSPECTION CALL: 360-403-34177 // h INSPECTOR DATE O PLANNING O CIVIL C BUILDING CITY OF ARLINGTON i i i i i a NOTICE TO PERMITEE AND/OR OWNER PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED j PERMIT#: AM DATF,: JOB ADDRESS: U -� "� -�� LOT#: PROJECT: L 7I 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. 1 t ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION ov o AYE LArJ ,y� p PEA�T_ P2- a { i 1 THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 , INSPECTOR ' DATE/ ^ i O PLANNING Cl CIVIL :7 BUILDING CITY OF ARLINGTON i 5 NO f ICE TO PERMITEE AND/OR OWNER Q PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: AM PM DATE: JOB ADDRESS: 'v l- - LOT#: PROJECT: ilrf7 iJ 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 Cl CALL FOR REINSPECTION �ZflvLs THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 it ell�_7/ INSPECTOR DATE Lit Y O.t, O PLANNING O CIVIL 7 BUILDING CITY OF ARLINGTON j N x k f �� �, �� n ❑ ❑ ❑ ❑ ❑ ❑ y0 7�0 p ["0=7 ❑ ❑ � z z y -� p z 40 2 CD7d z Q = 0 C 3 a 3 H 7? y � O ❑ o .. ti Q .. 7o n .. to ya El -3 C O ►C 'd a z m O p 7 o z r 0 z x ` r Z o n N n Cd 3 H O w °' o uNi rn Q rA H tv r ay N . H 2 O 1 I ❑ l7 Li z \ r b tz Z Q C17 fn _ tTj tz CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARUNGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:18820 43rd Dr NE Unit A Permit 9:2954 Parcel#:31051600402700 Valuation:233480.10 OWNER APPLICANT CONTRACTOR Name:TAPERT HOMES LLC Name:Tapert Homes Name:Corstone Contractors,LLC Address:708 PRIEST PT DR Address:PO Box 2280 Address:PO Box 2280 City,State Zip:TULALIP,WA 98271 City,State Zip:Snohomish,WA 98291 City,State Zip:Snohomish,WA 98291 Phone: Phone:360-243-3034 Phone:360-962-8316 LIC:CORSTCL984KZ EXP:05/09/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP; JOB DESCRIPTION PERMIT TYPE: Duplex CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI 10/IRC110. SALTS TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be r ported on your salesZZ fa r rot coded City of Arlington 43101. v � �o ct,n 5 $ 7-0Z D , signaturg Print Name Date Rcleawd By D e CONDITIONS Water& Sewer connection fees in effect at the time of building permit submittal will apply. Each unit of the duplex is required to have their own water& sewer connections. Water meters will not be installed until all fees have been paid. 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. Blower door test required. Duct test required. Adhere to red-lines and approved plans. Approved job copy shall be onsite for inspections. Call for inspections. THIS PER.LAT AUTHORIZES ONLY THE WORK NOTED. rHIS 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 03/05/2020 Building Plan Review Fee $3,099.50 03/05/202G Building Permit Fee $2,573.96 03/05/2020 Park-Community SF $1,662.00 03/05/2020 Park-Mini SF $484.00 03/05/2020 Traffic Mitigation-City $3,355.00 03/05/2020 Process!ng/Technology Fee $25.00 03/05/2020 State Building Code Surcharge Fee $6.50 03/05/2020 Forced Air Heat $15 00 03/05/2020 Mechanical Residential Base $25.00 03/05/2020 Water Heater $25.00 03/05/2020 Inspection/Re action $75.00 03/05/2020 Bath-Showeri, _ ier Only $15.00 03/05/2020 Clothes Washer $15.00 03/05/2020 Lavatory $45.00 03/05/2020 Plumbing Residential Base $25.00 03/05/2020 Sinks/ToiletslUdnals/Disposal $75.00 03/06/2020 Bath-Shower/Shower Only $15.00 03/05/2020 Nose Bib/Roof Drains $30.00 Total Duo: $1105.% Total Payment: $3,099.50 Balance Due: S&466.46 CALL FOR INSPECTIONS BUILDING(360)403--3417 When ending for as inspection please leave the fbllowtug Information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon co GITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:18820 43rd Dr NE Unit A Permit#:2954 Parcel#:31051600402700 Valuation:233480.10 OWNER APPLICANT CONTRACTOR Name:TAPERT HOMES LLC Name:Tapert Homes Name:Corstone Contractors,LLC Address:708 PRIEST PT DR Address:PO Box 2280 Address:PO Box 2280 City,State Zip:TULALIP,WA 98271 City,State Zip:Snohomish,WA 98291 City,State Zip:Snohomish,WA 98291 Phone: Phone:360-243-3034 Phone:360-862-8316 LIC:CORSTCL984KZ EXP:05/09/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Duplex CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1I0/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be ported on your sales tax return f0 and coded City of Arlington#3101. Signature Print Name Date ffeleascd By D to CONDITIONS Water& Sewer connection fees in effect at the time of building permit submittal will apply. Each unit of the duplex is required to have their own water& sewer connections. Water meters will not be installed until all fees have been paid. 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. Blower door test required. Duct test required. Adhere to red-lines and 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 03/05/2020 Building Plan Review Fee $3,099.50 03/05/2020 Building Permit Fee $2,573.96 03/05/2020 Park-Community SF $1,662.00 03/05/2020 Park-Mini SF $484.00 03/05/2020 Traffic Mitigation-City $3,355.00 03/05/2020 Processing/Technology Fee $25.00 03/05/2020 State Building Code Surcharge Fee $6.50 03/05/2020 Forced Air Heat $15.00 03/05/2020 Mechanical Residential Base $25.00 03/05/2020 Water Heater $25.00 03/05/2020 Inspection/Re-Inspection $75.00 03/05/2020 Bath-Showertckiower Only $15.00 03/05/2020 Clothes Washer $15.00 03/05/2020 Lavatory $45.00 03/05/2020 Plumbing Residential Base $25.00 03/05/2020 Sinks/Toilets/Urinals/Disposal $75.00 03/05/2020 Bath-Shower/Shower Only $15.00 03/05/2020 Hose Bib/Roof Drains $30.00 Total Due: $11,565.96 Total Payment: $3,099.50 Balance Due: $8,466.46 BALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon ARLINGTON SCHOOL DISTRICT NO. 16 �" 14 512 7 LOCALREg� PT DATE Received from n_ r' a 2 For ��s c;�- I /� J l l a - ACCOUNT CODE AMOUNT r-- G- ► $ 5t� CASH HECK G MO BANK pA AMOUNT �lAJ ��I� ..� i i :� i } Permit#: 2954 Permit Date: 12/31/19 Project Name: Tapert Homes Site Address: 18820 43rd Dr NE Company/Applicant Name: Tapert Homes Company/Applicant Address: PO Box 2280 City, State, Zip: Snohomish, WA 98291 ���� Contact: Mark Tapert Phone: 360-243-3034 � l Email: mark@corstonellc.com Permit Type: Duplex Valuation: 500000.00 Square Feet: 4953 Number of Stories: 2 Type of Construction: VB Occupancy Type: Proposed Use: 2-story duplex MIC/Opportunity Zone: Permit Issued: Permit Expires: DNU: Status: IN PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051600402700 18820 43RD DR NE TAPERT HOMES 183 Non Residential LLC Structure Contractors Contractor Primary Contact Phone Address Contractor Type License License# Corstone Contractors, 360-862-8316 PO Box 2280 CONTRACTOR Labor&Industries CORSTCL984KZ LLC Plan Reviews Date Review Type Description Assigned To Review Status 12/31/2019 Residential Dwelling Building In Review 12/31/2019 Residential Dwelling Josh Grandlienard In Review 12/31/2019 Residential Dwelling Nova Heaton In Review 12/31/2019 Residential Dwelling PW Admin Rev In Review 12/31/2019 Residential Dwelling PW Stonn Rev In Review 12/31/2019 Residential Dwelling PW-Wat-Rev In Review 12/31/2019 Residential Dwelling PW-Sew-Rev In Review Notes Date Note Created By: 12/31/2019 Receipt for School impact Fees arc due prior to permit issuance. Raelynn Jones Uploaded Files Date File Name 12/31/2019 6038490-2954 Site pji.p jf 12/31/2019 6038489-2954�AR lic ion-Rd 12/31/2019 6038458-2954 Site Rlan,p- f 12/31/2019 6038457-2954 ARplication.pd RESIDENTIAL PERMIT APPLICATION i•. 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: 179ZD 43`A DnYr_ NE,Arliin on W-A. q qZ'b Plat: Single-family Duplex ) Townhouse Addition ❑ Accessory structure Proposed Area: 1" Floor: / 2"d Floor: 1_102 Garage: Total SF: ` -KJ Describe Proposal (include cross street): 'Zykd"A�0%/ LL P�4 (A,i U 9 66 A Sr r~ Valuation: Owner: t lr-� _ rye S_ L LC q Address: P- n • 9OX 22 '�O City: Eno hoMl';h State: VVA Zip Code: 2 Phone: 1( 0 . 2 y-0 . �()3y Email: Applicant: To\ D-r- v RD m LLG T.O . - Address: 0OX 21�/b City: Sno h0 m i sh State: Zip Code: 2� Phone: 3Le C) ' 2 q�) ' 5() ,3 1 Email: Contractor: Tapir, v f ffimes L L C ---- -- Address: _ F 0 - BOX 2.2M City: SY10 h0m l' h State: Zip Cade: Phone: 2� 0 ' Z q ✓ �0✓ Email: Contact Person: MOA TaPt rt License Number:TUER H LV%� Expiration: 6 J'n IZ� Ark C, Gars�on e k L o ROC2iVE'd DEC 3 ® Z019 6/16LPL� 2_v1Sq Page 1 of 3 � . �� �k. •, I i _ ;h� � 11 _ RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development O City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) ( Bath/Shower Combo (4.0) x 2 Sink (1.5) x 0 Ll Shower (2.0) x Lavatory (1.0) x l Clothes Washer (4.0) x [J Water Closet (2.5) x Dishwasher (1.5) x 2 Water Heater x 2 0 Hose Bibb (2.5) x Water Heater Model # Other (list) x Plumbing Section Continued Proposed Water Piping Size: Y L Proposed DWV Material: �r Proposed Piping Material: Ir Proposed DWV Size: Z • 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 '� ,,: ::K 1 RESiDENTIAL PERMIT APPLICATION Department of Community & Economic Development �i tp 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 # Q 8iA/� AFUE Heat Pump Model # SEER HSPE AC Unit Model # SEER Type II Hood J Commercial Cooking Appliance ❑ Hydronic Piping Boiler ❑ Solid-Fuel Appliance PV System Fireplace Insert Outdoor BBQ Storage Tank Freestanding Stove ❑ Gas Piping Other Gas Piping Information Not Applicable: IJ �r 6 Pipe Material: CasTL Pipe Size: Total BTU's of all Appliances: t Distance from Meter to Furthest Appliance: -70 • 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 f all appliances Applicant Signature. Date: v �✓ J r�_ Print Applicants Name: _ _f k 6/16LP Page 3 of 3 {1 �v:_ 1 RESIDENTIAL PLAN; PLAN REVIEW Owner Tapert Homes Address Building Type Single Duplex X Townhouse Type of Work Existing New X Reviewed By Date 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 y/ No 302.6 Garage Separation Yes is No Footings and Stem Walls 401.4.1 Soils:Geotech or Prescriptive 403.1 Footings: (1)#4's continuous Yes No T403.1 Footing Size Yes !70 No 403.1.2 Continuous Footings(D2) Yes — I No 403.1.3.2 Vertical Reinforcement:#4 @ 4'/hook Yes p,- No 403.1.3.1 Stem Wall: (1)#4's horizontal Yes No 403.1.6.1 Foundation anchors: 1/2 inch @ 6' Yes ,e-' 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 Damproofing (basement) Yes No 407 Columns:4 X 4 and R317 Yes y No 408.2 Crawl Vents 1:150 and 3' of corners Yes No 408.3 Unvented Crawl Space; Yes No 408.4 Crawl Access: 16 x 24 or 18 x 24 Yes No Architectural 303 Light/Ventilation: 8%and 4% Yes No 303.4 Whole House Fan Yes f✓ No 303.3 Bathrooms: 3%or 50cfm Yes No 303.7 Stairway Illumination Yes No 304.1 Habitable Rooms: 70sf min. Yes ✓ No 305.1 Ceiling Height: 7 feet min. Yes ✓ No 307.1 Plumbing Fixture Clearance Yes ►✓ No 308.4 Safety Glazing: Hazardous Locations Yes ✓ i No Life Safety 310.2.1 Emergency Rescue Windows: 5sf/5.7sf Yes 'No 310.2.2 Window Sill Height: Max. 44" v - r 310.2.3 Window Wells Yes No Life Safety Continued 311.2 Doors: 3 feet min. @ 6-8" Yes No 311.3 Landings: TX 3' min. Yes �' No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes No 311.6 Hallway Width 3 feet min. Yes &/" No 311.7.1 Stairway Width 3 feet min. Yes �r No 311.7.2 Headroom 6' -8" min. Yes if' No 311.7.5.1 Stairs:7 3/4" Max/10" Min. Yes No 311.7.8 Handrail Profile Yes _�'T No 311.7.8 Handrails-4 plus risers _Yes i ✓No 311.8 Ramps Yes No 312.1.1 Guards-31 plus inches Yes No 312.1.2 Guard Height-36-inches min. Yes No 314 Smoke Detection Yes ✓ No 314.3-#4 SD: 3' outside of Bathroom Yesj-►No 315 CO Detection Yes [/'No 316 Foam Plastic Yes — - No 320&321 Adult Home/Day Cares Yes No Floor Systems 502.3 Allowable Joist Spans or TJI's 'Yes -1 'No 502.10 Headers/Openings Yes No 502.11 Trusses or Rafter/Joist Yes No 502.12 Draftstopping: 1,OOOsf max. Yes I 0�^No 504 Pressure Treated Wood Yes �_ No 506 Concrete Floors: 3.5 inches min. Yes �` No 507.2.1 Deck Ledger Connection Yes No 507.2.3(1) Deck Lateral Load Connection or Engineered Yes No Wall Systems 602.3 I Wood Wall Framing and Plates Yes No 602.3.1 Fastener Schedules(2, 3,4, 5) Yes No 602.9 Cripple Walls: Less than 14" or 4' Yes No 602.10 'Wall Bracing;_Engmeered or Prescriptive Yes No 602.10.4.1 Alternate Braced Wall Panel Yes 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 ✓ 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 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 i No 802.11 Roof Tie-Downs(48'' o.c.) Yes No e. 803 Roof Sheathing Yes _f No 806.2 Roof Ventilation: 1/150 high and low Yes No 807.1 Attic Access:22"X 30" Yes ✓ No 905.2.7 Underlayment !Yes v 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 Yes No 1307.2 IAnchorgae 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 _ Yes No 1502 Clothes Dryer Exhaust: 25'or M.I. Yes No 1502.4.5 Length Identification Yes No Chapter 18 Chimneys and Vents Yes �' No Chapter 24 Fuel Gas and Piping Yes Plumbing-IPC WSEC and Lighting:See Energy Code Plan Review l UPSTATE engineering' PO BOX 952 LYNNWOOD, WA 98046 T. (206) 280-4715 F. (206) 834-6261 SERVICES@UPST8.COM STRUCTURAL CALCULATIONS Client: CORSTONE CONTRACTORS Project Name: PLAN 1771 DUPLEX Scope of Work: LATERAL DESIGN OF A (2)-STORY DUPLEX Upstate Job#: 1127 Date: 11/19/2019 NOT VALID WITHOUTA WET SIGNATURE C3 '$ M. 0 CITY OF ARLINGTON z 7 BUILDING DEPARTMENT APPROVED I S-1 p �4 SSONq�E 12�3�2019 DATE Y /i B NO CHANGES AUTHORIZED DOES 3-01- 21 UNLESS APPROVEID BY THE BUILDING INSPECTOR JOB # 1127 OFFICE COPY Andrew M. Gahan, PE Received OEC 3 0 2019 � D *1 r � � � .- � �. 1 1 � �i _ � � ' t � �"'3 w,w,..�.._.,.�..... .�.w.�..-r-..,.�...�--._ �1 � I � f 1 Lateral Analysis IBC2015 UPSTATE JOB#: 1127 Description: PLAN 1771 DUPLEX Engineer: amg Governing Code: 2015 International Building Code all references in right margin are 2015 IBC unless specifically noted otherwise. [Page numbers] 1603.1 General Design Criteria j353L_ Roof Walls Floors Snow Partitions Live Load (ps0 25 40 25 Dead Load(ps0 15 10 10 10 1603.1.4 Wind Design Criteria 354 1. Nominal/Ultimate Wind Speed Vasd/Vult 85/110 mph F 1609 3(3)[372] 2. Risk Category II 1.00 A SCE 7T6-1[77] 3. Wind Exposure Category "B" 1609.4[373] 4. Internal Pressure Coefficient +/-55 ASCE7F26.11-1[258] 5. Components and Cladding design pressure +/- 16 psf A SCE 7 30.2.2[316] 1603.1.5 Earthquake Design Data [354]_ 1. Seismic Importance Factor le 1.00 A SCE 7T 1.5-2[5] 2. Short Period Acceleration SS 1.25 USGS Seismic Design Map Online 2. 1-Second Accelleration S, 0.4 USGS Seismic Design Map Online 3. Site Class D ASCE7 T20.3-1[204] 4. Spectral response coefficient SpS 0.83 EQ 16-39[387] 4. Spectral response coefficient Sp1 0.43 EQ 16-40[387] 5. Seismic Design Category D T1613.3.5(1)and(2)[3981 6. Seis. Force Resisting System A.15. ASCE7T 12.2-1173] 7. Design Base Shear 15284 Ibs 8. Seismic Response Coefficient CS 0.13 A SCE 7EQ 128-2[89J 9. Response Modification Factor R 6.5 ASCE7T 12.2-1[73] 10. Analysis Procedure Equivalent Lateral Force ASCE7T 12.6-1[88] 11. Risk Category II A SCE 7T 11.62[69] Table of Contents 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix Version 7.0 Pg 0.1 �� �� ,� r, Wind Desien (MWFRS-Simplified Envelope Procedure)IBC 2015 Part 2 Wind Load Method ASCE 7 28.1.1 (2) 12971 Nominal/Ultimate Wind Speed 85/ 110 mph 1609.3[373],F1609.3(3)[3721 Wind Exposure Category B 1609.4[373] Height&Exposure Adjustment I= 1.00 ASCE 7 F 28.6-1[304] Topographic Factor Kzt= 1.00 ASCE 7 F 26.8-1[252] Wind Pressures ASCE 7 28.6.313021 p5=I Kt PS30 ASCE 7 EQ 28.6-1[306] Minimum pressures shall not be less than assuming the pressures for ASCE 7 28.6.4[306] zones A and C equal+16 psf,B&D equal+8 psf,while zones E,F,G,&H all equal zero. Roof Pitch 6 :12 or 26.565 degrees Ridge Elevation 26 ft Eave Height 18.25 ft Mean Roof Height,h 22.125 ft ASCE 7 26.2[243] Zone Pressures,(k)(11s30)ASCE 7 F28.6-1 [3041 110 Horizontal Pressures Vertical Pressures Over han s 0 A B C D E F G H EOH GOH 1 23.32 14.18 17.34 6.44 -6.82 -14.13 -5.10 -11.57 -16.05 -14.40 2 6.76 4.63 5.38 3.69 -0.22 -7.46 1.50 -4.94 -2.38 -2.72 Horizontal Zones Areas & Forces,Fx ASCE 7 F28.6-113031 End zone distance,2a,where"a"equals the smaller of 10 percent of least horizontal dimension(l.h.d.)or 0.4h,but not less than either 4 percent of lhd or 3 feet. D F x- Z (P sx*X) x= A Diaohraem(x=2) Front to Rear Side to Side Lh.d.(ft)= 27 A B C I D A B C D a(ft)= 3 Areas 54 112 261 435 99 36 181 20 2a(ft)=6 Forces F.= 10175 Fxmin= 8620 F.= 6086 1 F.in= 3360 Diaphragm N= 1) Front to Rear Side to Side l.h.d.(ft)= 32 A B C D A B C D a(ft)= 3.2 Areas 112 70 713 126 115 40 237 0 2a(ft)= 6.4 Forces F.= 16777 Fxmin= 10210 FX= 7358 F.in= 3920 Version 7.0 Pg 1.1 _ � I 1 I Seismic Design IBC 2015 Site Clasification.Criteria Selection,& Minimum Desien Lateral Force Risk Category II ASCE 7 T 6-1[77] Seismic Importance Factor IE 1.00 ASCE 7 T 1.5-2[5] Seismic Design Category D TI613.3.5(1)and(2)[398] Site Class D ASCE 7 T 20.3-1[204] Short Period Acceleration Ss 1.25 F1613.3.1(1)[388-9] 1-Second Acceleration S1 0.4 USGS Seismic Design Maps Online Seis.Force Resisting System A.15. ASCE 7 T 12.2-1[731 Response Modification Factor R 6.5 ASCE 7 T 12.2-1[731 Design Spectral Response Acceleration Parameters Site Coeffiecient,Fa 1.0 T1613.3.3(1)[387] Site Coeffiecient,Fv 1.6 T1613.3.3(2)[387] Substitute equations 16-37& 16-38 into 16-39& 16-40 respectively, S DS= 3•F a•S S SDs= 0.83 EQ 16-39[387] 2 S D I =3•F V•S 1 So,= 0.43 EQ 16-40[387] Simplified analysis,Seismic base shear ASCE 7 12.14.811081 V=(F SDs/R)W Where: F=1.1 for(2)-story ASCE 7 EQ 12.14-11[1081 Vertical Distribution.Forces at each level ASCE 7 12.14.8[1081 FX=(wx/W)V FX= 0.141 x wx ASCE 7 EQ 12.14-12[109] Effective seismic weiziht&Forces Ibs at Level x Diaphragm (x=2) roof area(fe) floor area(f`) story height(ft) wall length(ft) w 2280 0 8.1 280 FX= 6422 weight(Ibs) 34200 0 11340 45540 Diaphragm(x=1) roof area(ft) floor area(ftz) story height(ft) wall length(ft) W 1831 2022 9 270 FX= 10038 weight(Ibs) 27465 20220 12150 71175 Version 7.0 Pg 2.1 Allowable Stress Design Loads For Wood IBC 2015 Design shall be in accordance with Sections 2304-2306. 2301.2[473] Structures using wood shear walls and diaphragms to resist 2305.1[488] wind,seismic and other lateral loads shall be designed and constructed in accordance with AF&PA SDPWS and provisions of Sections 2305-2306. Design per Alternative Basic Load Combinations 1605.3.2 8591 For worse case effect with wind load,L&S shall be zero. 1605.1[357] Equations 16-18, 16-19and 16-20 become, D + wW 0.6 Where co equals 1.3,W equals F x of the respective diaphragm,and 1605.3.2[359] D shall be multiplied by two-thirds. For worse case effect with seismic load,L&S shall be zero. 1605.1[357] Equation 16-22 controls, 0.9 D + E/1.4 ,substitute ASCE 7 EQ 12.14-5 for E 1 ASCE 7 12.14.3.1.3(7),EQ 12.14-5[1041 (pQE - 0.2SDSD) 0.9 D + ,1.4 simplify&arrange variables EQ 16-22 (0.9 -0.14 SDS) D + P QE 1.4 Where QE equals F.of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction,diaphragms and shearwalls shall resist, Wind Design Loads,1.3 Fx For KA= 1.00 Front to Rear Side to Side Dia hra m Force(Ibs) Force(Ibs) x=2 7936 4747 x=1 13086 5739 Seismic Design Loads,(p/1.4)Fz p= 1.3 ASCE 7 12.3.4[831 Diaphragm Force Ibs x=2 5964 x=1 9321 Version 7.0 Pg 3.1 i Allowable Stress Design Loads For Wood-cont. Sum the moments about the base of a shearwall,overturning shall resist, (V•W)•h - 3 (D--w 2 + P•WI for wind (V•W)•h - (0.9 -0.14 S DS) I D•2 + P•W/I for seismic Where, V =shear per linear foot of shearwall W =width of shearwall h =height of shearwalI D =resisting dead load centered over shearwall P =resisting dead load at end of shearwall Free Body Diagram of a ShearWall P D (V x h h sw MOMOM AM CMIM w Version 7.0 Pg 3.2 1 ■ 1 ' NJ I I I I Segment Tributary loads Wind Seismic Wall Line Level �G,��o (x) tit FWid7thHeight wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max 1 2 F-R Wind Seis VD(x+1)[lbs] DAD 25% 1 25% VD(x)[Ibs] 1984.05 1490.89 29.00 8.1 -453 -756 VT(x)[Ibs] 1984.05 1490.89 L 29.00 29.00 n 68 51 2015SDPWS SEISMIC MAX TmAx(x)[Ibs] 2 2 F-R Wind Seis VD(x+l)[Ibs] % VD(x)[Ibs] VT(x)[lbs] L n 2015 SDPWS SEISMIC MAX TMAx(x)[Ibs] 3 2 F-R Wind Seis VD(x+])[Ibs] % 25% 25% VD(x)[Ibs] 1984.05 1490.89 13.50 8.1 283 -30 VT(x)[Ibs] 1984.05 1490.89 5.00 8.1 513 239 L 18.50 18.50 n 107 81 2015 SDPWS SEISMIC MAX TMAx(x)[Ibs] 513 239 4 2 F-R Wind Seis VD(x+l)[Ibs] DAD 25% 25% VD(x)[lbs] 1984.05 1490.89 13.50 8.1 283 -30 VT(x)[Ibs] 1984.05 1490.89 5.00 8.1 513 239 L 18.50 18.50 n 107 81 2015 SDPWS SEISMIC MAX TMAx(x)[Ibs] 513 239 Version 7.0 Pg 4.1 i � - - I Segment Tributary loads Wind Seismic Wall Line Level �`,�tio (x) q`� [Width] Height wr wra wf wfa T(x) T(x+]) T(x) T(x+l) Seis max 1 1 F-R Wind Seis VD(x+l)[Ibs] 1984.05 1490.89 DAD 11% 11% VD(x)[Ibs] 1439.51 1025.26 36.00 9 -501 -950 VT(x)[lbs] 3423.55 2516.15 L 36.00 36.00 n 95 70 2015 SDPWS SEISMIC MAX TMAx(x)[lbs] 2 1 F-R Wind Seis VD(x+l)[Ibs] % 20% 20% VD(x)[Ibs] 2617.29 1864.11 16.50 9 659 122 VT(x)[Ibs] 2617.29 1864.11 L 16.50 16.50 n 159 113 2015 SDPWS SEISMIC MAX TmAx(x)[Ibs] 659 122 3 1 1 F-R Wind Seis VD(x+1)[Ibs] 1984.05 1490.89 DAD 8% 1 8% VD(x)[Ibs] 1046.91 745.643 13.50 9 827 513 181 239 VT(x)[Ibs] 3030.96 2236.54 14.00 9 812 513 164 239 L 27.50 27.50 n 110 81 2015 SDPWS SEISMIC MAX TMAx(x)[Ibs] 827 181 4 1 F-R Wind Seis VD(x+1)[Ibs] 1984.05 1490.89 DAD 8% 8% VD(x)[Ibs] 1046.91 745.643 13.50 9 827 513 181 239 VT(x)[lbs] 3030.96 2236.54 14.00 9 812 513 164 239 L 27.50 27.50 n 110 81 1015 SDPWS SEISMIC MAX TMAx(x)[Ibs] 827 181 Version 7.0 Pg 4.2 Wall Line Level �G;��o Segment Tributary loads Wind Seismic (X) Q`t Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max 5 2 F-R Wind Seis VD(x+l)[Ibs] % VD(x)[lbs] VT(x)[lbs] L n 2015 SDPWS SEISMIC MAX TMAx(x)[lbs] 6 2 F-R Wind Seis VD(x+1)[lbs] 25% 1 25% VD(x)[lbs] 1984.05 1490.89 29.00 8.1 -453 -756 VT(x)[lbs] 1984.05 1490.89 L 29.00 29.00 n 68 51 2014SDPWS SEISMIC MAX TMAx(x)[lbs] 7 2 F-R Wind Seis VD(x+l)[lbs] % VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TMAx(x)[lbs] 8 2 F-R Wind Seis VD(x+l)[Ibs] % VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TMAx(x)[Ibs] Version 7.0 Pg 4.1 - - i _ ` Wall Line Level ;o{, Segment Tributary loads Wind Seismic �G (x) ��� FdthT]Jeight wr wra wf wfa T(x) T(x+]) T(x) T(x+l) Seis max 5 1 F-R Wind Seis VD(x+l)[Ibs] % 20% 20% VD(x)[Ibs] 2617.29 1864.11 16.50 9 659 122 VT(x)[Ibs] 2617.29 1864.11 L 16.50 16.50 n 159 113 201E SDPNVS SEISMIC MAX TMAx(x)[lbs] 659 122 6 1 F-R Wind Seis VD(x+l)[Ibs] 1984.05 1490.89 % 22% 1 22% VD(x)[Ibs] 2879.01 2050.52 13.50 9 2564 1571 VT(x)[Ibs] 4863.06 3541.41 L 13.50 13.50 n 360 262 2015 SDPWS SEISMIC MAX TMAX(x)[lbs] 2564 1571 7 1 F-R Wind Seis VD(x+l)[Ibs] % 11% 11% VD(x)[Ibs] 1439.51 1025.26 32.00 9 -831 -1151 VT(x)[Ibs] 1439.51 1025.26 L 32.00 32.00 n 45 32 2015 SDPWS SEISMIC MAX TmAx(X)[Ibs] 8 1 F-R Wind Seis VD(x+l)[lbs] % VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TMAx(x)[Ibs] Version 7.0 Pg 4.2 1 I Segment Tributary loads Wind Seismic Wall Line Level OP�G;�, (x) �`� Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max A 2 S-S 4.73 8.1 200 284 Wind Seis VD(x+l)[Ibs] % 50% 1 50% VD(x)[lbs] 2373.49 2981.79 6.00 8.1 166 244 VT(x)[lbs] 2373.49 2981.79 4.73 8.1 200 284 L 35.04 35.04 4.73 8.1 200 284 n 68 85 4.92 8.1 195 278 2015 SDPWS SEISMIC MAX 5.21 8.1 187 269 TmAx(x)[lbs] 200 284 4.73 8.1 200 284 B 2 S-S Wind Seis VD(x+])[Ibs] % VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TmAx(x)[Ibs] C 2 S-S Wind Seis VD(x+l)[Ibs] % 50% 50% VD(x)[lbs] 2373.49 2981.79 11.00 8.1 -50 -15 VT(x)[Ibs] 2373.49 2981.79 8.33 8.1 22 69 L 41.07 41.07 4.33 8.1 131 195 n 58 73 4.63 8.1 123 186 2015 SDPWS SEISMIC MAX 8.33 8.1 22 69 TMAx(x)[Ibs] 131 195 1 4.45 8.1 128 192 D 2 S-S Wind Seis VD(x+l)[Ibs] DAD VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TMAx(x)[Ibs] Version 7.0 Page5.1 . 1 Segment Tributary loads Wind Seismic Wall Line Level �G;��o (X) �`� FWid7thHeight wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max A 1 S-S 2.67 9 1314 200 1967 284 392 Wind Seis 10.67 9 1073 200 1686 284 VD(x+l)[lbs] 2373.49 2981.79 2.67 9 1314 200 1967 284 392 % 36% 36% VD(x)[Ibs] 2066.05 3355.39 1.88 6.5 1077 200 1583 284 403 VT(x)[lbs] 4439.54 6337.18 1.88 6.5 1077 200 1583 284 403 L 27.26 27.26 1.88 6.5 1077 200 1583 284 403 n 163 232 1.88 6.5 1077 200 1583 284 403 2015 SDPWS SEISMIC MAX 403 1.88 6.5 1077 200 1583 284 403 TMAx(x)pbs] 1314 1967 1.88 6.5 1077 200 1583 284 403 B 1 S-S Wind Seis VD(x+l)[Ibs] % 44% 44% VD(x)[Ibs] 2525.18 4101.04 19.00 9 -261 -36 VT(x)[Ibs] 2525.18 4101.04 20.00 9 -292 -72 L 39.00 39.00 n 65 105 2015 SDPWS SEISMIC MAX TMAx(x)[Ibs] C 1 S-S 25.33 9 -357 131 -256 195 Wind Seis VD(x+l)[lbs] 2373.49 2981.79 % 20% 20% VD(x)[lbs] 1147.81 1864.11 5.42 9 243 131 443 195 VT(x)[lbs] 3521.3 4845.89 4.00 9 286 131 492 195 94 L 57.91 57.91 4.13 9 282 131 488 195 91 n 61 84 10.92 9 78 131 249 195 2015 SDPWS SEISMIC MAX 94 4.13 9 282 131 488 195 91 TMAX(x)[Ibs] 286 492 4.00 9 286 131 492 195 94 D 1 S-S Wind Seis VD(x+l)[lbs] % VD(x)[Ibs] VT(x)[Ibs] L n 10 15 SDPWS SEISMIC MAX TMAx(x)[lbs] Version 7.0 Page5.2 `I I I I Shear wall Summary Sheeting Mem Shear Transfer Overturnin ValuesWind ax Wind Seismic Wind Seismic 1 -2nd 49 51 1 1 1 68 51 2-2nd 3-2nd 77 81 1 1 107 81 4-2nd 77 81 1 ; I 107 81 A-2nd 48 85 1 i 1 68 85 B-2nd 1 C-2nd 41 73 1 1 1 58 73 D-2nd = 1 - 1st 68 70 1 1 95 70 2- 1st 113 113 1 2 159 113 3- 1st 79 81 1 1 1 110 81 4- 1st 79 81 1 i 1 110 81 A- 1st 116 403 3 1 3 163 1 2 1 1314 1 1967 B- 1st 46 105 1 1 65 105 C- 1st 43 94 1 1 61 84 D- 1st SW-1 SW-2 SW-3 RSW Sheathing 260 350 511 511 (plf) Shear Flow 150 250 400 400 P=](Plf) Shear Transfer Connectors- CD= 1.6,Hem-Fir Connector Z(lbs) 16dNails (Common: 3.5"x0.162") 195.2 lbs 2 015 NDS TI IN[105] 15.6 1 9.4 5.9 5.9 0.0 0.0 16d Slant Nails(v<l50pl fl 160 lbs 2015 NDS T11N[105] 12.8 7.7 4.8 4.8 0.0 0.0 Simpson A35 C ip 510 lbs Current Simpson Guide 40.8 24.5 15.3 15.3 0.0 0.0 Simpson H1 Truss Connector 415 lbs Current Simpson Guide 33.2 19.9 12.5 12.5 0.0 0.0 Simpson LTP4 Clip(x 0.64 overtop 1/2" sheeting) 500 lbs Current Simpson Guide 40.0 1 24.0 15.0 15.0 0.0 0.0 1/2" Diameter Anchor Bolts(2x) 912 lbs 2015 NDS TILE[93] 73.0 1 43.8 27.4 27.4 0.0 0.0 5/8"Diameter Anchor Bolts(2x) 1328 lbs 2015 NDS TI LE 1931 106.2 1 63.7 39.8 39.8 0.0 0.0 5/8"Diameter Anchor Bolts(3x) 1664 lbs 2015NDS TI LE[931 133.1 79.9 49.9 49.9 0.0 0.0 Page6.1 - - - - I I a, a, w U 5 0 0 0 �a3 0 0 A A ¢ Ua U x M Y, M O^ o4 d d d Q * A °) o m x x z H w A o w Fw, w U U U V W En O Q 0 0 O O P. F. W H A O O Oo 0 U3 CAOno n �n n w p Q Q Q 00 U � U VI F4 � A V W A ° L= w tr. z Q O O O 0 C7 PO C c c ui E A f0 N L a Cl) W C U U U U m 0Q N U A a O O O O � v aS rn w c �0 en cn o o XX c (a 9 aU - oc0 a� o ooE w 7 m v l0 — w (D U L m x 00 00 m m E a _ _ _ c N O 2 ul > O O �• a C v •c �.T.1 L m m LlN M O N a r `✓ Qm a C O a) l0 Q - CO a) C a) C O m m _C W � 2 U) a a) <1C w ° c m o a aai k , M fO N c d a) O o c ° — a a c o m o- � o U �IrC W c N o w �_ c x Q u= o Q v a y m i C O m n a) U) m �co m v J ° `—° a O a°°i a U ¢ p W4 � GO W Z x N a c .5 ° o E O v) vn 3 c� aci w o a w o Y a d N aEi o o E Op J o aci L N $ Z o 2 0U. J o tv N v) Q 0 -� muE a) rnv� � a — rn° U) aN � •� mc� d z 0 : a) aai a Cn m N co m Y m a H c a) t c a) x a7 °) E a) x o m ° ° rn o J a x aa) m DON J ° w E M c M y p U > ` E M O ° 0 N J C u a u m V) a) C X N m > a) E c d E w ICI Q N w N ` w 2 a ° a0 p N fn 7 m O — O O a] c c .� M Ego a o �D a) otL c � Q (n EY U a� oHU � a gzQ a� c ►�*' ," '" N fn w _ _ a a� � ° N d a N M in N tD._ U n oo L O co c/] V] V] FG ti UPSTATE engineering PO BOX 952 LYNNWOOD, WA 98046 T (206) 280-4715 F. (206) 834-6261 General Structural Notes—Unless Noted Otherwise GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC), 2015 EDITION, OR OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE V-6"MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED, GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8"LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE fc=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6—W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS(4x—AND GREATER): DF-L#2 JOISTS/STUDS(2x—): HF#2/STUD GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-V8 AT CANTILEVERS) 2x TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER", LA—TEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.10.1. ROOF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD(32/16)OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA: NOMINAL WIND SPEED —85 MPH RISK CATEGORY II ULTIMATE WIND SPEED—110 MPH IMPORTANCE, I= 1.0 WIND EXPOSURE, B KzT=1.00 SEISIMIC DESIGN CRITERIA: EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE, le=1.0 Ss= 1.25 SITE CLASS, D S1 =0.40 SEISMIC DESIGN CAT., D SDs=0.83 SETS. FORCE RES. SYS,A.15. SD1 =0.43 DESIGN BASE SHEAR= 15284 Ibs Cs=0.13 RISK CATEGORY 11 R=6.5 V 1'-10" MIN. 2x TOP PLATE WIDTH j NAIL SHTG TO HEADER @ Y OC EW (2) 3x STUDS UNO HEADER PER PLAN NAIL SHTG TO EXTEND OVER EACH STUD SHEARWALL :HV -F APA RATED SHTG 8d NAILS @ Y OC PER SW SCHED ALL PLATES HEADERS & STUDS Zo HOLDOWN (3) 2x PLATES PER PLAN NAIL SHTG TO EACH PLATE (2) 5/8"O A.B. JH 8" CONICSTEM WALL EMBED 7" MIN (2) #4 VERT EA FACE CONIC SLAB #3 TIES @ 8" O.C. CONT FTG W/ I I-1 I i=1 11=1I L1 I i (2) #4 TOP "' & BOT 18" MIN. 1 1 RAISED SHEAR WALL � (RSW) NTS I SHEAR WALL PER PLAN TIGHT-FIT SOLID BLOCKING BOUNDARY NAILING PER STRUCTURAL NOTES ROOF SHEATHING PER STRUCTURALNOTES ROOF FRAMING PER PLAN 2X LEDGER(OR RF TRUSS)W/ (2) 16d TO EA STUD TRUSSES OR RAFTERS PARALLEL TO WALL SHEAR WALL PER PLAN SHEAR WALL PER PLAN TIGHT-FIT SOLID BLOCKING TIGHT-FIT SOLID BLOCKING BOUNDARY NAILING PER BOUNDARY NAILING PER STRUCTURAL NOTES STRUCTURAL NOTES ROOF SHEATHING PER ROOF SHEATHING PER STRUCTURAL NOTES STRUCTURAL NOTES TRUSS(MONO)PER PLAN 2X CONT SOLID BLOCKING ROOF FRAMING PER PLAN W/(2)16d TO EA STUD 2X LEDGER W/ (2) 16d TO EA STUD RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL 2 SHEAR TRANSFER X SW TO SW THRU LOW ROOF NTS BOUNDARY NAILING PER PLAN RF SHEATHING PER PLAN MANUFACTURED TRUSS PER PLAN A35 PER SW SCHED 16d PER SW SCHED TOP PLATE CONN BASE PLATE NAILING 4 —16d PER SW SCHED BASE PLATE NAILING 2x AS REQ'D SHEAR WALL (2X12 MAX) PER PLAN 3 ROOF TRUSS PARALLEL ",) TO SHEAR WALL NTS MST48 STRAP CTR @ BM END BEAM/HDR PER PLAN SHEAR WALL PER PLAN POST PER PLAN r4-' DRAG STRUT CONNECTION X DROPPED BM TO SHEAR WALL NTS h� I I X w J 0. � O 0 O � J Z � � L"Ms N b N i J? N y ■ o ws M I N nK na �wr N i 0 0 O a I I J I I w � I 1 J N I I I 1 I I I I .- 1 `----------- oj 11 I I 11 I I II I I II I I II I I II I I 11 I I N II 1 I I a�z IIZ-Ms �'II l—7"1S M eun � I I I II 1 1 11 1 I tl I I 11 I I II I I N 11 I I 11 I I tl I I 11 I I II I I II I I � I N 0 0 0 i AOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED 71 DO NOT OCCUPY l d'APPROVED PERMIT#: A GPM DATE: - i2' 2 JOB ADDRESS: I V) OT#: 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 360-403-3551 ❑ CALL FOR REINSPECTION 7n r THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Cl PLANNING Cl CIVIL 71 BUILDING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL 2fCORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: AM/pm1` DATE: JOB ADDRESS: I (b ( /=- LOT#: PROJECT: z TYPE OF INSPECTION: 1 OTHER: �'• '� ��-I1 ) ( �1 / _ Cl 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 Cl CALL FOR REINSPECTION MLGI-1 -,,-aeLok.,fT ,ofv- I `5 0,15--t 1 tom) Y 46L ryKD,%tit) 21=azjjo6u oy- Tn ;9k)aJ1_A, 4 As ,I � ri �.►r�;rnrJ wllL� r 1 c� o�F'eIJ uc ,P� 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 M CIVIL M But.D NG CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#: DATE: Cr v1 OB ADDRESS: 'G LOT#: PRO ECT: .- TYPE OF INSPECTION: ! t u 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 Cl CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DAIT O PLANNING O CIVIL BUILDING CITY OF ARLINGT ON c 5 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED O DO NOT OCCUPY ❑APPROVED PERMIT#: ? AM)/PM DATE: OBADDRESS: l Li t`1�Yc ` PROJECT: TYPE OF INSPECTION: V hV Lug I I OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT Cl CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK Cl 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 360-4403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE L�TY O Cl PLANNING 0 CIVIL GT BUILDING CITY OF ARLINGTON i NOTICE TO PERMITEE AND/OR OWNER PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY ❑ APPROVED PERMIT#: Mfp DATE: JOB ADDRESS: �L (% tl LOT#: PROJECT: l 'i .), �� - lac — — 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 Cl CALL FOR REINSPECTION L l .!5 CGf S.S Z 1 rvt ,rc -C_ o i T sTb w. Gc�177�j'Z-- " THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE' 1 0 PLANNING 0 CIVIL -1 BUILDING CITY OF ARLINGTON c I Y S f NO f ICE TO PERMITEE AND/OR OWNER Q PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY, " APPROVED Soso PERMIT#: {` '' M PM DATE: � 1 . OB ADDRESS: 4) a, LOT#: PROJECT: `h-;etV,r" TYPE OF INSPECTION: !' i l,_l'- f ;�� ,L - JA OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT Cl CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl 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 ^�l VL. - - THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 i f INSPECTOR DATE O PLANNING O CIVIL -) BUILDING CITY OF ARLINGTON '•,w,�� �, x i i ° b ❑ ❑ ❑ ❑ ❑ ❑ a o ❑ ❑ ' b "rJ a z a H cc 'C z C H - O p .s ° CZ 5 C O ►C y r• O (A 'roCD b � G 'H p z b r I ❑ zZ p ui t�i7 O C") OMEN C 'ro t�7 - tz tv ►-3 d, � z � to � z . v• 3o z � � � .-- d I I CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:19820 43rd Dr NE Unit A Permit#:2954 Parcel#:31051600402700 Valuation;233480.10 OWNER APPLICANT CONTRACTOR Name:TAPERT HOMES LLC Name:Tapert Homes Name:Corstone Contractors,LLC Address:708 PRIEST PT DR Address:PO Box 2280 Address:PO Box 2280 City,State Zip:TULALIP,WA 98271 City,State Zip:Snohomish,WA 98291 City,State Zip:Snohomish,WA 98291 Phone: Phone:360-243-3034 Phone:360-862-8316 LIC:CORSTCL984KZ EXP:05/09/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Duplex CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL 1 AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION 1S 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. 1BC110/IRC110. SALFS'rAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be ported on your sales tax return fo an coded City of Arlington#3101- SignannlY Print Name Date Re-eased By D e CONDITIONS Water& Sewer connection fees in effect at the time of building permit submittal will apply. Each unit of the duplex is required to have their own water& sewer connections. Water meters will not be installed until all fees have been paid. 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. Blower door test required. Duct test required. Adhere to red-lines and 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,E"rC_)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 03/05/2020 Building Plan Review Fee $3,099.50 03/06/2020 Building Permit Fee $2,573.96 03/05/2020 Park-Community SF $1,662.00 03/05/2020 Park-Mini SF $484.00 03/05/2020 Traffic Mitigation-City $3,355.00 03/05/2020 Process!ng/Technology Fee $25.00 03/05/2020 State Building Code Surcharge Fee $6.50 03/05/2020 Forced Air Heat $15.00 03/05/2020 Mechanical Residential Base $25.00 03/05/2020 Water Heater $25,00 03/05/2020 Inspecfion/RF 'Ic tion $75.00 03/05/2020 Beth-Showery. _ ier Only $15.00 03/05/2020 Clothes Washer $15.00 03/05/2020 Lavatory $45.00 03/05/2020 Plumblrg Residential Base $25.00 03/05/2020 Sinks/Toilets/Urinals/Disposal $75.00 03/05/2020 Bath-ShowedShower Only $15.00 03/05/2020 Hose Bib/Roof Drains $30.00 Total Due: $11,565.% Total Payment: $3,099.50 Balance Due: $8,466.46 CALL FOR INSPECTIONS BUILDING(360)403,3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:18820 43rd Dr NE Unit A Permit#:2954 Parcel#:31051600402700 Valuation:233480.10 OWNER APPLICANT CONTRACTOR Name:TAPERT HOMES LLC Name:Tapert Homes Name:Corstone Contractors,LLC Address:708 PRIEST PT DR Address:PO Box 2280 Address:PO Box 2280 City,State Zip:TULALIP,WA 98271 City,State Zip:Snohomish,WA 98291 City,State Zip:Snohomish,WA 98291 Phone: Phone:360-243-3034 Phone:360-862-8316 LIC:CORSTCL984KZ EXP:05/09/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Duplex CODE YEAR: 2015 STORIES: 2 CONST.TYPE: `IB DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1l0/IRC1l0. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be r ported on your sales tax return ron and coded City of Arlington#3101. Signature Print Name Date Rc cased By 016. CONDITIONS Water& Sewer connection fees in effect at the time of building permit submittal will apply. Each unit of the duplex is required to have their own water& sewer connections. Water meters will not be installed until all fees have been paid. 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. Blower door test required. Duct test required. Adhere to red-lines and 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 03/05/2020 Building Plan Review Fee $3,099.50 03/05/2020 Building Permit Fee $2,573.96 03/05/2020 Park-Community SF $1,662.00 03/05/2020 Park-Mini SF $484.00 03/05/2020 Traffic Mitigation-City $3,355.00 03/05/2020 Processing/Technology Fee $25.00 03/05/2020 State Building Code Surcharge Fee $6.50 03/05/2020 Forced Air Heat $15.00 03/05/2020 Mechanical Residential Base $25.00 03/05/2020 Water Heater $25.00 03/05/2020 Inspection/P spection $75.00 03/05/2020 Bath-Showei, _ iower Only $15.00 03/05/2020 Clothes Washer $15.00 03/05/2020 Lavatory $45.00 03/05/2020 Plumbing Residential Base $25.00 03/05/2020 Sinks/Toilets/Urinals/Disposal $75.00 03/05/2020 Bath-Shower/Shower Only $15.00 03/05/2020 Hose Bib/Roof Drains $30.00 Total Due: $11,565.96 Total Payment: $3,099.50 Balance Due: $8,466.46 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon ARLINGTON SCHOOL DISTRICT NO. 1.6 �° 1 4 512 7 LOCAL REg�PT DATE Received from r For Pe ,I'� �Q q 1 ,5H/3�� ; ACCOUNT CODE AMOUNT G- 50. 00 $ GASH _/ CHEC Py MD BANK pq AMOUNT r. I I 1 Permit#: 2954 Permit Date: 12/31/19 Project Name: Tapert Homes Site Address: 18820 43rd Dr NE Company/Applicant Name: Tapert Homes Company/Applicant Address: PO Box 2280 City, State, Zip: Snohomish, WA 98291 _ / tj Contact: Mark Tapert Phone: 360-243-3034 � r i Email: mark@corstonellc.com Permit Type: Duplex �dl Valuation: 500000.00 Square Feet: 4953 Number of Stories: 2 Type of Construction: VB Occupancy Type: Proposed Use: 2-story duplex MIC/Opportunity Zone: Permit Issued: Permit Expires: DNU: Status: IN PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051600402700 18820 43RD DR NE TAPERT HOMES 183 Non Residential LLC Structure Contractors Contractor Primary Contact Phone Address Contractor Type License License# Corstone Contractors, 360-862-8316 PO Box 2280 CONTRACTOR Labor&Industries CORSTCL984KZ LLC Plan Reviews Date Review Type Description Assigned To Review Status 12/31/2019 Residential Dwelling Building In Review 12/31/2019 Residential Dwelling Josh Grandlienard In Review 12/31/2019 Residential Dwelling Nova Heaton In Review 12/31/2019 Residential Dwelling PW Admin Rev In Review 12/31/2019 Residential Dwelling PW Storm Rev In Review 12/31/2019 Residential Dwelling PW-Wat-Rev in Review 12/31/2019 Residential Dwelling PW-Sew-Rev In Review Notes Date Note Created By: 12/31/2019 Receipt for School Impact Fees are due prior to permit issuance. Raelynn!ones Uploaded Files Date File Name 12/31/2019 6038490-2954 Site plan,p Id 12/31/2019 6038489-2954 Application.pdf 12/31/2019 6038458-2954_Site plan pdf 12/31/2019 6038457-2954 Ap lice mpdf ' RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development L�Nr;1 O� 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: I792 43" Phvc, NE,Arii1o0iDn.LAA. g4223 Plat: ❑ Single-family Duplex Townhouse ❑ Addition Accessory structure Proposed Area: 111 Floor: 16410 2nd Floor: l q� Garage: I Total SF: Describe Proposal (include cross street). Xndwd tA.tit V.-C 66 A S Valuation: Owner: �o�p C vi me S L.LC Address: P 0 PDX 2M City: Eno horyi State: WA Zip Code: � Phone: A O ' �()3y Email: Applicant: T0�l�ti ('"� -PrvmeS LL C,. Address: OX 2 City: Sno ho m i Sh State: VIA Zip Code: Z� Phone: 3LP 2 1 �J ' .3� 3 7 Email: _ Contractor: TA p y t Ih m P S L I C Address: 1 Box 22M City: Sh �S ohom ) State:VA Zip Code: IO2� Phone: ��� 2 q ✓ ! �6✓ Email: Contact Person: M a�� I apt Kt License Dumber: 1 A�E—R H L?39 LR Expiration: Ar� �i ff ff Receive,' DEC 3 0 201g 6/16LP tbj_� Av,Sq 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 if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x 2 Sink (1.5) x 0 Shower (2.0) x _, Lavatory (1.0) x Clothes Washer (4.0) x Water Closet (2.5) x ( ( Dishwasher (1.5) x l Water Heater x 2. Hose Bibb (2.5) x Water Heater Model # I� Other (list) x LPlumbing Section Continued j Proposed Water Piping Size: I L Proposed DWV Material: �l Proposed Piping Material: q— Proposed DWV Size: 2— • 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) 6116LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development �y 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 # �Q _ _ AFUE Heat Pump Model # SEER HSPE AC Unit Model # SEER LJ Type II Hood ❑ Commercial Cooking Appliance E; Hydronic Piping Boiler ❑ Solid-Fuel Appliance Pv System Fireplace Insert ED Outdoor BBQ ❑ Storage Tank Freestanding Stove Gas Piping D Other --- Gas Piping Information Not Applicable: Q 60 Pipe Material: &aST Pipe Size: _ Total BTU's of all Appliances: c Distance from Meter to Furthest Appliance: S-0 • 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 f all appliances Applicant Signature. Date: G v �✓ J r Print Applicants Name: Aa it k Ar 6/16LP Page 3 of 3 1, r: ,: RESIDENTIAL PLAN; PLAN REVIEW Owner Tapert Homes Address _ Building Type Single Duplex X -Townhouse Type of Work Existing i New X Reviewed By Date Design Criteria 301.1 Engineered X 'Prescriptive_ 301.2 Loads:Tables 301.5-301.7 Yes y1 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 No 302.6 Garage Separation i Yes No Footings and Stem Walls 401.4.1 Soils: Geotech or Prescriptive 403.1 Footings: (1)#4's continuous Yes No T403.1 Footing Size Yes No 403.1.2 Continuous Footings(D2) Yes No 403.1.3.2 Vertical Reinforcement:#4 @ 4'/hook Yes No 403.1.3.1 Stem Wall: (4)#4's horizontal Yes No 403.1.6.1 Foundation anchors: 1/2 inch @ 6' Yes _ A-'— No 403.1.7.1 Clearances from Slopes Yes —I &.,0' No 404 Foundation Walls(see Tables) Yes _r No .1.3.3.7.3 Wall Openings:Verts within 12" ea. Side Yes No 405.1 Foundation Drainage or exception Yes Aw" No 406.1 Damproofing(basement) Yes No 407 Columns:4 X 4 and R317 Yes No 408.2 Crawl Vents 1:150 and 3' of corners Yes .- 'No 408.3 Unvented Crawl Space Yes No 408.4 Crawl Access: 16 x 24 or 18 x 24 Yes I Ord No Architectural 303 Light/Ventilation: 8%and 4% Yes No 303.4 Whole House Fan Yes _ ✓ No 303.3 Bathrooms: 3%or 50cfm Yes No 303.7 Stairway Illumination Yes No J�1 304.1 Habitable Rooms: 70sf min. Yes 1 k-_ No 305.1 Ceiling Height: 7 feet min. Yes ✓ No 307.1 Plumbing Fixture Clearance Yes No 308.4 Safety Glazing: Hazardous Locations !Yes It. 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 iNo -- Life Safety Continued 311.2 Doors: 3 feet min. @ 6'-8" Yes No 311.3 Landings: TX 3' min. Yes No 311.4 Vertical Egress Yes No 311.5.1 Landing Attachment Yes No 311.6 Hallway Width 3 feet min. Yes A- No 311.7.1 Stairway Width 3 feet min. Yes No 311.7.2 Headroom 6'-8" min. 'Yes a No 311.7.5.1 Stairs: 7 3/4" Max/10" Min. Yes No r 311.7.8 Handrail Profile Yes No 311.7.8 Handrails-.4 plus risers Yes ✓°'No 311.8 Ramps Yes --- No 312.1.1 _ Guards-31 plus inches _Yes No 312.1.2 Guard Height-36-inches min. Yes No 314 Smoke Detection Yes -No 314.3-#4 SD: 3'outside of Bathroom Yes fj►No 315 CO Detection Yes I/'No 316 Foam Plastic Yes No 320&321 ,Adult Home/Day Cares Yes — No Floor Systems 502.3 Allowable Joist Spans or TJI's Yes Iy`�~No 502.10 Headers/Openings Yes No 502.11 Trusses or Rafter/Joist Yes V"" No 502.12 Draftstopping: 1,OOOsf max. Yes ;� No 504 Pressure Treated Wood Yes ; �"~ No 506 Concrete Floors: 3.5 inches min. Yes `'No 507.2.1 Deck Ledger Connection Yes No 507.2.3(1) Deck Lateral Load Connection or Engineered Yes No Wall Systems 602.3 Wood Wall Framing and Plates Yes !No 602.3.1 Fastener Schedules(2, 3,4, 5) Yes No 602.9 Cripple Walls: Less than 14" or 4' Yes No 602.10 Wall Bracing: Engineered br Prescriptive Yes No 602.10.4.1 Alternate Braced Wall Panel Yes 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 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 No Roof/Ceiling 801.3 Roof Drainage (SD-14) Yes ld No K '•A, o,`Y 802.3 Ridge Beams:<3:12 pitch Yes - - i 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 _ _ _ i 803 Roof Sheathing Yes ei No 806.2 Roof Ventilation: 1/150 high and low Yes v No 807.1 Attic Access: 22"X 30" TYes 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 Yes No 1307.2 Anchorgae of Appliances Yes No 1307.3 __Elevation of Ignition Source Yes v No 1307.3.1 Protection from Impact Yes ✓ No Chapter 14 jSpecific Appliances Yes No 1401.3 Equipment Sizing: WSEC Yes _{ No 1502 Clothes Dryer Exhaust: 25' or M.I. Yes i/' No 1502.4.5 Length Identification Yes I No Chapter 18 1 Chimneys and Vents Yes X--'_No Chapter 24 Fuel Gas and Piping Yes No Plumbing-IPC WSEC and Lighting:See Energy Code Plan Review i UPSTATE engineering PO BOX 952 LYNNWOOD, WA 98046 T. (206) 280-4715 F. (206) 834-6261 SERVICES@UPST8.COM STRUCTURAL CALCULATIONS Client: CORSTONE CONTRACTORS Project Name: PLAN 1771 DUPLEX Scope of Work: LATERAL DESIGN OF A (2)-STORY DUPLEX Upstate Job#: 1127 Date: 11/19/2019 NOT VALID WITHOUT A WET SIGNATURE M. y0q CITY OF ARLINGTON _ BUILDING DEPARTMENT APPROVED R 44226 p �� F�ISTt DATE /i BY sS�aNAL ECG 1Z/3i7-D19 NO CHANGES AUTHORIZED EW�IRES 3-01- 21 UNLESS APPROVED BY THE BUILDING INSPECTOR JOB # 1127 OFFICE COPY Andrew M. Gahan, PE Received OEC 3 ® 2019 AID 14y1 40" t1IJ Y8 3-rr- C13Sliv'�MMIA 8-fMA143(114 ¢1t�Y:3��lG.N JrSl�.l'uB Lateral Analysis IBC2015 UPSTATE JOB#: 1127 Description: PLAN 1771 DUPLEX Engineer: amg Governing Code: 2015 International Building Code all references in right margin are 2015 IBC unless specifically noted otherwise. [Page numbers] 1603.1 General Design Criteria [353L Roof Walls Floors Snow Partitions Live Load (psfl 25 40 25 Dead Load(psf) 15 10 10 10 1603.1.4 Wind Design Criteria [354L 1. Nominal/Ultimate Wind Speed Vasd/Vull 85/110 mph F 1609.3(3)[372] 2. Risk Category II 1.00 A SCE 7 T 6-1[77] 3. Wind Exposure Category "B" 1609.4[373] 4. Internal Pressure Coefficient +/-55 ASCE7F26.11-1[258] 5. Components and Cladding design pressure +/- 16 psf A SCE 7 30.2.2[316] 1603.1.5 Earthquake Design Data [3541 1. Seismic Importance Factor le 1.00 A SCE 7T 1.5-2[5] 2. Short Period Acceleration SS 1.25 USGS Seismic Design Map Online 2. 1-Second Accelleration Si 0.4 USGS Seismic Design Map Online 3. Site Class D A SCE 7 T20.3-1[204] 4. Spectral response coefficient SDS 0.83 EQ 16-39[387] 4. Spectral response coefficient Soi 0.43 EQ 16-40[3871 5. Seismic Design Category D T1613.3.5(1)and(2)[398] 6. Seis. Force Resisting System A.15. ASCE7T 122-1[73] 7. Design Base Shear 15284 Ibs 8. Seismic Response Coefficient CS 0.13 A SCE 7EQ 12.8-2[89] 9. Response Modification Factor R 6.5 ASCE7T 12.2-1[73] 10. Analysis Procedure Equivalent Lateral Force A SCE 7T 12.6-1[88] 11. Risk Category II A SCE 7T 11.6-2[69] Table of Contents 0.0 General Lateral Design Criteria 1.0 Determination of Wind Forces 2.0 Determination of Seismic Forces 3.0 Allowable Stress Design Loads 4.0 Shear walls in the Front to Rear Direction 5.0 Shear walls in the Side to Side Direction 6.0 Shear flow calculations 7.0 Appendix Version 7.0 Pg 0.1 i Wind Desiin (MWFRS- Simplified Envelope Procedure) IBC 2015 Part 2 Wind Load Method ASCE 7 28.1.1 (2)12971 Nominal/Ultimate Wind Speed 85/ 110 mph 1609.3[373],F1609.3(3)[372] Wind Exposure Category B 1609.4[373] Height&Exposure Adjustment I= 1.00 ASCE 7 F 28.6-1[304] Topographic Factor Kzt= 1.00 ASCE 7 F 26.8-1[252] Wind Pressures ASCE 728.6.313021 P5=I Kt PS30 ASCE 7 EQ 28.6-1[306] Minimum pressures shall not be less than assuming the pressures for ASCE 7 28.6.4[306] zones A and C equal+16 psf,B&D equal+8 psf,while zones E,F,G,&H all equal zero. Roof Pitch 6 :12 or 26.565 degrees Ridge Elevation 26 ft Eave Height 18.25 ft Mean Roof Height,h 22.125 ft ASCE 7 26.2[243] Zone Pressures,(k)(Ps30)ASCE 7 F 28.6-113041 110 Horizontal Pressures Vertical Pressures Over han s 0 A B C D E F G I H EOH GOH 1 23.32 14.18 17.34 6.44 -6.82 -14.13 -5.10 -11.57 -16.05 -14.40 2 6.76 4.63 5.38 3.69 -0.22 -7.46 1.50 -4.94 -2.38 -2.72 Horizontal Zones Areas & Forces.Fx ASCE 7 F 28.6-113031 End zone distance,2a,where"a"equals the smaller of 10 percent of least horizontal dimension(l.h.d.)or 0.4h,but not less than either 4 percent of lhd or 3 feet. D F x- Z (p sx'X) x= A Diaphragm(x=2) Front to Rear Side to Side I.h.d.(ft)= 27 A B C D A B C D a(ft)= 3 Areas 54 112 261 435 99 36 181 20 2a(ft)= 6 Forces Fx= 10175 Fxmin= 8620 Fx= 6086 1 Fxmin= 3360 Diaphragm(x=11 Front to Rear Side to Side l.h.d.(ft)= 32 A B C D A B C D a(ft)= 3.2 Areas 112 70 713 126 115 40 237 0 2a(ft)= 6.4 Forces Fx= 16777 Fxmin= 10210 Fx= 7358 F.,i"= 3920 Version 7.0 Pg 1.1 r f Seismic Design IBC 2015 Site Clasification,Criteria Selection,& Minimum Design Lateral Force Risk Category II ASCE 7 T 6-1[77] Seismic Importance Factor 1,, 1.00 ASCE 7 T 1.5-2[5] Seismic Design Category D T1613.3.5(1)and(2)[3981 Site Class D ASCE 7 T 20.3-1[204] Short Period Acceleration Ss 1.25 F]613.3.1(1)[388-9] 1-Second Acceleration Sl 0.4 USGS Seismic Design Maps Online Seis.Force Resisting System A.15. ASCE 7 T 12.2-1[73] Response Modification Factor R 6.5 ASCE 7 T 12.2-1[73] Design Spectral Response Acceleration Parameters Site Coeffiecient,Fa 1.0 T1613.3.3(1)[387] Site Coeffiecient,Fv 1.6 T1613.3.3(2)[387] Substitute equations 16-37& 16-38 into 16-39& 16-40 respectively, S DS= 3•F a•S s Sns= 0.83 EQ 16-39[387] S D I =3'F V•S 1 S,,= 0.43 EQ 16-40[387] Simplified analysis,Seismic base shear ASCE 7 12.14.8[1081 V=(F SDs/R)W Where: F=1.1 for(2)-story ASCE 7 EQ 12.14-11[108] Vertical Distribution,Forces at each level ASCE 7 12.14.8[1081 Fx=(wx/W)V Fx= 0.141 x wx ASCE 7 EQ 12.14-12[109] Effective seismic weigh &Forces Ibs at Level x roof area(ft`) floor area(ft`) storyheight(ft) wall length(ft) Diaphragm(x=2) wx 2280 0 8.1 280 Fx= 6422 weight(lbs)l 34200 0 11340 45540 Diaphragm(x=1) roof area(ftZ) floor area(ftz) stay height(ft) wall length(it,)- wx 1831 2022 9 270 Fx= 10038 weight(Ibs) 27465 20220 1 12150 71175 Version 7.0 Pg 2.1 Allowable Stress Design Loads For Wood IBC 2015 Design shall be in accordance with Sections 2304-2306. 2301.2[473] Structures using wood shear walls and diaphragms to resist 2305.1[488] wind,seismic and other lateral loads shall be designed and constructed in accordance with AF&PA SDPWS and provisions of Sections 2305-2306. Desien per Alternative Basic Load Combinations 1605.3.2[3591 For worse case effect with wind load,L&S shall be zero. 1605.1[357] Equations 16-18, 16-19and 16-20 become, D + wW 0.6 Where w equals 1.3,W equals F x of the respective diaphragm,and 1605.3.2[359] D shall be multiplied by two-thirds. For worse case effect with seismic load,L&S shall be zero. 1605.1[357] Equation 16-22 controls, 0.9 D + E/1.4 ,substitute ASCE 7 EQ 12.14-5 for E ASCE 7 12.14.3.1.3(7),EQ 12.14-5[104] (pQE - 0.2SpSD) 0.9 D + ,simplify&arrange variables EQ 16-22 1.4 (0.9 -0.14 SDS) D + P QE 1.4 Where QE equals F.of the respective diaphragm. Principle of Mechanics Sum the forces in the horizontal direction,diaphragms and shearwalls shall resist, Wind Design Loads,1.3 Fx For Kzt= 1.00 Front to Rear Side to Side Dia hra m Force Ibs) Force(Ibs) x=2 7936 4747 x=1 13086 5739 Seismic Design Loads,(p/1.4)Fa p= 1.3 ASCE 7 12.3.4[831 Diaphragm Force Ibs x=2 5964 x=1 9321 Version 7.0 Pg 3.1 ' 1 Allowable Stress Desian Loads For Wood- cont. Sum the moments about the base of a shearwall,overturning shall resist, (V.W)•h — 3 (D--wW) 2 + P• for wind (v•W)•h - (0.9 —0.14 S DS) (D•2 + P•W) for seismic Where, v =shear per linear foot of shearwall W =width of shearwall h =height of shearwall D =resisting dead load centered over shearwall P =resisting dead load at end of shearwall Free Body Diagram of a ShearWall P D (Yxh h SUM MOMEM rABM OM" w Version 7.0 Pg 3.2 i t, Segment Tributary loads Wind Seismic Wall Line Level �G,��o (x) �`� Width Height wr wra wf wfa T(x) T(x+]) T(x) T(x+l) Scis max 1 2 F-R Wind Seis VD(x+l)[lbs] % 225% 1 25% VD(x)pbs] 1984.05 1490.89 29.00 8.1 -453 -756 VT(x)[lbs] 1984.05 1490.89 L 29.00 29.00 n 68 51 2015 SDPWS SEISMIC MAX TMAX(x)[Ibs] 2 2 F-R Wind Seis VD(x+l)[lbs] Duo VD(x)[Ibs] VT(x)[Ibs] L n 1015 SDPWS SEISMIC MAX TMAX(x)[Ibs] 3 2 F-R Wind Seis VD(x+])[lbs] % 25% 1 25% VD(x)[Ibs] 1984.05 1490.89 13.50 8.1 283 -30 VT(x)[Ibs] 1984.05 1490.89 5.00 8.1 513 239 L 18.50 18.50 n 107 81 2015 SDPWS SEISMIC MAX TMAX(x)[Ibs] 513 239 4 2 F-R Wind Seis VD(x+1)[lbs] % 25% 25% VD(x)[lbs] 1984.05 1490.89 13.50 8.1 283 -30 VT(x)[lbs] 1984.05 1490.89 5.00 8.1 513 239 L 18.50 18.50 n 107 81 21,15 SDPWS SEISMIC MAX TMAX(x)[Ibs] 513 239 Version 7.0 Pg 4.1 Segment Tributary loads Wind Seismic Wall Line Level �`,�tio (X) �`; Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max 1 1 F-R Wind Seis VD(x+1)[]bs] 1984.05 1490.89 % 11% 1 11% VD(x)[lbs] 1439.51 1025.26 36.00 9 -501 -950 VT(x)[lbs] 3423.55 2516.15 L 36.00 36.00 n 95 70 2015 SDPWS SEISMIC MAX TMAx(x)[Ibs] 2 1 F-R Wind Seis VD(x+l)[lbs] % 20% 20% VD(x)[lbs] 2617.29 1864.11 16.50 9 659 122 VT(x)[lbs] 2617.29 1864.11 L 16.50 16.50 n 159 113 21,15 SDPWS SEISMIC MAX TMAx(x)[Ibsl 659 122 3 1 F-R Wind Seis VD(x+1)[lbs] 1984.05 1490.89 % 8% 1 8% VD(x)[lbs] 1046.91 745.643 13.50 9 827 513 181 239 VT(x)[lbs] 3030.96 2236.54 14.00 9 812 513 164 239 L 27.50 27.50 n 110 81 2015 SDPWS SEISMIC MAX TMAx(x)[IbS] 827 181 4 1 F-R Wind Seis VD(x+1)[lbs] 1984.05 1490.89 % 8% 8% VD(x)[Ibs] 1046.91 745.643 13.50 9 827 513 181 239 VT(x)[lbs] 3030.96 2236.54 14.00 9 812 513 164 239 L 27.50 27.50 n 110 81 ;u15SDPWS SEISMIC MAX TMAx(x)[lbs] 827 181 Version 7.0 Pg 4.2 Segment Tributary loads Wind Seismic Wall Line Level �G,��o (X) p�� Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+l) Seis max 5 2 F-R Wind Seis VD(x+l)[Ibs] DAD VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TMAx(x)[Ibs] 6 2 F-R Wind Seis VD(x+l)[Ibs] % 25% 1 25% VD(x)[Ibs] 1984.05 1490.89 29.00 8.1 -453 -756 VT(x)[Ibs] 1984.05 1490.89 L 29.00 29.00 n 68 51 2015 SDPWS SEISMIC MAX TMAx(X)[Ibs] 7 2 F-R Wind Seis VD(x+1)[Ibs] % VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TMAx(x)[Ibs] 8 2 F-R Wind Seis VD(x+1)[Ibs] % VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX Thmx(x)[Ibs] Version 7.0 Pg 4.1 i - - - � I _ � �, Segment Tributary loads Wind Seismic Wall Line Level oG, o (x) �`{ Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max 5 1 F-R Wind Seis VD(x+l)[Ibs] Duo 20% 1 20% VD(x)[lbs] 2617.29 1864.11 16.50 9 659 122 VT(x)[lbs] 2617.29 1864.11 L 16.50 16.50 n 159 113 zcu SDPWS SEISMIC MAX TMAx(x)[1bs] 659 122 6 1 F-R Wind Seis VD(x+1)[lbs] 1984.05 1490.89 % 22% 22% VD(x)[Ibs] 2879.01 2050.52 13.50 9 2564 1571 VT(x)[Ibs] 4863.06 3541.41 L 13.50 13.50 n 360 262 2015 SDPWS SEISMIC MAX TmAx(x)[Ibs] 2564 1571 7 1 F-R Wind Seis VD(x+l)[Ibs] % 11% 11% VD(x)[Ibs] 1439.51 1025.26 32.00 9 -831 -1151 VT(x)[Ibs] 1439.51 1025.26 L 32.00 32.00 n 45 32 21,15 SDPWS SEISMIC MAX TMAx(x)[lbs] 8 1 F-R Wind Seis VD(x+l)[Ibs] % VD(x)[lbs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TMAx(x)[lbs] Version 7.0 Pg 4.2 _ i i o Segment Tributary loads Wind Seismic Wall Line Level �`;o (x) �`i Width Height wr wra wf wfa T(x) T(x+1) T(x) T(x+1) Seis max A 2 S-S 4.73 8.1 200 284 Wind Seis VD(x+l)[]bs] % 50% 50% VD(x)[Ibs] 2373.49 2981.79 6.00 8.1 166 244 VT(x)[Ibs] 2373.49 2981.79 4.73 8.1 200 284 L 35.04 35.04 4.73 8.1 200 284 n 68 85 4.92 8.1 195 1 278 2015 SDPWS SEISMIC MAX 5.21 8.1 187 269 TmAx(x)[Ibs] 200 284 4.73 8.1 200 284 B 2 S-S Wind Seis VD(x+])[Ibs] % VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TMAX(x)[Ibs] C 2 S-S Wind Seis VD(x+l)[Ibs] % 50% 50% VD(x)[Ibs] 2373.49 2981.79 11.00 8.1 -50 -15 VT(x)[Ibs] 2373.49 2981.79 8.33 8.1 22 69 L 41.07 41.07 4.33 8.1 131 195 n 58 73 4.63 8.1 123 186 2015 SDPWS SEISMIC MAX 8.33 8.1 22 69 TMAX(x)[Ibs] 131 195 1 4.45 8.1 1 1 1 1 1 128 1 1 192 D 2 S-S Wind Seis VD(x+l)[Ibs] % VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TMAx(x)[Ibs] Version 7.0 Page5.1 i i i i Segment Tributary loads Wind Seismic Wall Line Level �G;�tio (x) �tiS Width Height wr wra wf wfa T(x) T(x+l) T(x) T(x+l) Seis max A 1 S-S 2.67 9 1314 200 1967 284 392 Wind Seis 10.67 9 1073 200 1686 284 VD(x+1)[lbs] 2373.49 2981.79 2.67 9 1314 200 1967 284 392 % 36% 36% VD(x)[lbs] 2066.05 3355.39 1.88 6.5 1077 200 1583 284 403 VT(x)[Ibs] 4439.54 6337.18 1.88 6.5 1077 200 1583 284 403 L 27.26 27.26 1.88 6.5 1077 200 1583 284 403 n 163 232 1.88 6.5 1077 200 1583 284 403 2015 SDPWS SEISMIC MAX 403 1.88 6.5 1077 200 1583 284 403 TMAx(x)[bs] 1314 1967 1.88 6.5 1077 200 1583 284 403 B 1 S-S Wind Seis VD(x+l)[Ibs] % 44% 1 44% VD(x)[lbs] 2525.18 4101.04 19.00 9 -261 -36 VT(x)[lbs] 2525.18 4101.04 20.00 9 -292 -72 L 39.00 39.00 n 65 105 2015 SDPWS SEISMIC MAX TMAx(x)[Ibs] C 1 S-S 25.33 9 -357 131 -256 195 Wind Seis VD(x+l)[Ibs] 2373.49 2981.79 % 20% 20% VD(x)[Ibs] 1147.81 1864.11 5.42 9 243 131 443 195 VT(x)[Ibs] 3521.3 4845.89 4.00 9 286 131 492 195 94 L 57.91 57.91 4.13 9 282 131 488 195 91 n 61 84 10.92 9 78 131 249 195 2015 SDPWS SEISMIC MAX 94 4.13 9 282 131 488 195 91 TmAx(x)[lbs] 286 492 4.00 9 286 131 492 195 94 D 1 S-S Wind Seis VD(x+l)[lbs] % VD(x)[Ibs] VT(x)[Ibs] L n 2015 SDPWS SEISMIC MAX TMAx(x)[lbs] Version 7.0 Page5.2 Shear wall Summary Sheeting Re nAs Shear Transfer Overturning Values Wind Seis Max Wind Seismic Wind Seismic 1 -2nd 49 51 1 1 68 51 2-2nd 3-2nd 77 81 1 } 1 107 81 4-2nd 77 81 1 1 1 107 81 A-2nd 48 85 1 1 68 85 B-2nd 1 C-2nd f�41 73 1 = 1 58 73 D-2nd ! 1 - 1 St 68 70 1 1 95 70 2- 1st 113 113 1 2 159 113 3- 1st 79 81 1 ; 1 110 81 4- 1st 79 81 1 ; 1 110 81 A- 1st 116 403 3 3 163 232 1314 1967 B- 1st 46 105 1 1 1 65 105 C- 1st 43 94 1 1 61 84 D- 1st SW-1 SW-2 SW-3 RSW Sheathing 260 350 511 511 (plfl Shear Flow 150 250 400 400 (plfl Shear Transfer Connectors - CD= 1.6,Hem-Fir Connector Z(lbs) l 6d Nails (Common: 3.5"x0.162") 195.2 Ibs 2015 NDS T11N[105] 15.6 1 9.4 5.9 5.9 0.0 0.0 16d Slant Nails(v<l 50p10 160 lbs 2015 NDS TIIN[105] 12.8 7.7 4.8 4.8 0.0 0.0 Simpson A35 Clip 510 lbs Current Simpson Guide 40.8 24.5 15.3 15.3 0.0 0.0 Simpson H1 Truss Connector 415 lbs Current Simpson Guide 33.2 1 19.9 12.5 12.5 0.0 0.0 Simpson LTP4 Clip(x 0.64 overtop 1/2" sheeting) 500 lbs Current Simpson Guide 40.0 1 24.0 15.0 15.0 0.0 0.0 1/2"Diameter Anchor Bolts(2x) 912 lbs 2015 NDS TILE[93] 73.0 43.8 27.4 27.4 0.0 0.0 5/8"Diameter Anchor Bolts(2x) 1328 lbs 2015 NDS TI1E[93] 106.2 1 63.7 39.8 39.8 0.0 0.0 5/8"Diameter Anchor Bolts(3x) 1664 lbs 2015NDS TILE[93] 133.1 79.9 49.9 49.9 0.0 0.0 Page6.1 i , i a, N n H N n U x x U 0 U U � o 0 0 oz o z V x x x z m m O z W) tf) v, a d � w Q H w O z d a o 0 0 0 W HA O O a o� @ 1 @) �••� d oM�o F" a M M m A w ^ w0 0 U) �Q d Q 0 N � w � 'x W U U U VI at a � Q QQW! 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(206) 834-6261 SERVICES@UPST8.COM General Structural Notes—Unless Noted Otherwise GENERAL ALL CONSTRUCTION SHALL CONFORM TO THE INTERNATIONAL BUILDING CODE(IBC),2015 EDITION, OR OTHER GOVERNING CODE,AS REQUIRED BY LOCAL JURISDICTION. DESIGN LOADS SEE ENGINEERING PACKET FOR DESIGN LOADS. INSPECTIONS NO SPECIAL INSPECTIONS ARE REQUIRED. NOTIFY BUILDING DEPARTMENT FOR INSPECTIONS REQUIRED BY LOCAL JURISDICTION. FOUNDATIONS EXTEND FOOTING TO UNDISTURBED SOIL OF 2000 PSF BEARING CAPACITY. BOTTOM OF EXTERIOR FOOTING SHALL BE V-6"MINIMUM BELOW OUTSIDE FINISHED GRADE. COMPACTED FILL SHOULD CONSIST OF PREDOMINATELY WELL-GRADED,GRANULAR SOIL, FREE OF ORGANIC MATERIAL AND DEBRIS. FILL SHOULD BE PLACED IN MAXIMUM 8" LOOSE LIFTS AND COMPACTED TO A MINIMUM OF 95 PERCENT OF THE MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT DETERMINED BY ASTM D-1557 TEST PROCEDURES. CONCRETE fc=2500 PSI MINIMUM 5-1/2 SACKS OF CEMENT PER CUBIC YARD OF CONCRETE AND A MAXIMUM OF 6.0 GALLONS OF WATER PER 94 LB SACK OF CEMENT. MAXIMUM SLUMP IS 4". SEGREGATION OF MATERIALS TO BE PREVENTED. REINFORCING STEEL #5 BARS AND LARGER SHALL BE GRADE 60 DEFORMED BARS,AND#3 AND#4 BARS SHALL BE GRADE 40, IN ACCORDANCE WITH ASTM A-615. LAP SPLICES 32 BAR DIAMETERS. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185 AND SHALL BE 6X6—W1.4 X W1.4. LAP ONE FULL MESH AT SPLICES. TIMBER FRAMING SHALL MEET THE FOLLOWING MINIMUM STANDARDS: BEAMS AND POSTS(4x—AND GREATER): DF-L#2 JOISTS/STUDS(2x—): HF#2/STUD GLUE LAMINATED BEAMS(GLB) 24F-V4(24F-V8 AT CANTILEVERS) 2x_TIMBER SHALL BE KILN DRIED. GRADES SHALL CONFORM TO"WWPA GRADING RULES FOR WESTERN LUMBER", LATEST EDITION. ROOF TRUSSES SHALL BE DESIGNED IN ACCORDANCE WITH THE T.P.I.AND THE IBC. ALL CONNECTIONS PER IBC TABLE 2304.10.1. ROOF DIAPHRAGM INSTALL MINIMUM 1/2"CDX PLYWOOD(32/16)OR 7/16"OSB SHEATHING. NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 8d AT 6"O.C,AND INTERIOR SUPPORTS WITH 8d AT 12"O.C.; BLOCKING NOT REQUIRED. FLOOR DIAPHRAGM INSTALL MINIMUM 23/32"T&G STURD-I-FLOOR(24oc)SHEATHING. GLUE AND NAIL ALL SUPPORTED EDGES AND BOUNDARIES WITH 10d AT 6"O.C.;AND INTERIOR SUPPORTS WITH 10d AT 12"O.C., BLOCKING NOT REQUIRED. MISCELLANEOUS THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT JOB SITE. THE CONTRACTOR SHALL PROVIDE TEMPORARY BRACING AS REQUIRED UNTIL ALL PERMANENT CONNECTIONS AND STIFFENINGS HAVE BEEN INSTALLED. DO NOT SCALE DRAWINGS. PRE-FABRICATED ITEMS TO BE HANDLED AND INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WIND DESIGN CRITERIA: NOMINAL WIND SPEED —85 MPH RISK CATEGORY 11 ULTIMATE WIND SPEED—110 MPH IMPORTANCE, I= 1.0 WIND EXPOSURE, B KzT= 1.00 SEISIMIC DESIGN CRITERIA: EQUIVALENT LATERAL FORCE PROCEDURE IMPORTANCE, le=1.0 Ss= 1.25 SITE CLASS, D S1 =0.40 SEISMIC DESIGN CAT., D Sys=0.83 SEIS. FORCE RES. SYS,A.15. Sot =0.43 DESIGN BASE SHEAR= 15284 Ibs Cs=0.13 RISK CATEGORY 11 R=6.5 V-10" MIN. 2x TOP PLATE I WIDTH NAIL SHTG TO HEADER @ 3" OC EW f . (2) 3x STUDS UNO HEADER PER PLAN NAIL SHTG TO EXTEND OVER EACH STUD SHEARWALL APA RATED SHTG 8d NAILS @ 3" OC PER SW SCHED ALL PLATES HEADERS & STUDS co HOLDOWN _ (3) 2x PLATES PER PLAN NAIL SHTG TO EACH PLATE (2) 5/8"O A.B. 8" CONC STEM WALL EMBED 7" MIN --4 (2) #4 VERT EA FACE CONC SLAB #3 TIES @ 8" O.C. CONT FTG W/ IIIT.III III-1Ir (2) #4 TOP & BOT 18" MIN. 1 1 RAISED SHEAR WALL )( (RSW) NTS SHEAR WALL PER PLAN TIGHT-FIT SOLID BLOCKING BOUNDARY NAILING PER STRUCTURAL NOTES ROOF SHEATHING PER STRUCTURAL NOTES — ROOF FRAMING PER PLAN 2X LEDGER(OR RF TRUSS)W/ (2) 16d TO EA STUD TRUSSES OR RAFTERS PARALLEL TO WALL SHEAR WALL PER PLAN SHEAR WALL PER PLAN TIGHT-FIT SOLID BLOCKING TIGHT-FIT SOLID BLOCKING I, BOUNDARY NAILING PER BOUNDARY NAILING PER STRUCTURAL NOTES STRUCTURAL NOTES ROOF SHEATHING PER ROOF SHEATHING PER STRUCTURAL NOTES STRUCTURAL NOTES 101, TRUSS(MONO)PER PLAN 2X CONT SOLID BLOCKING ROOF FRAMING PER PLAN W/(2) 16d TO EA STUD -�; — 2X LEDGER W/ (2) 16d TO EA STUD RAFTERS PERPENDICULAR TO WALL TRUSSES PERPENDICULAR TO WALL 2 SHEAR TRANSFER X SW TO SW THRU LOW ROOF NTS i BOUNDARY NAILING PER PLAN RF SHEATHING PER PLAN MANUFACTURED TRUSS PER PLAN A35 PER SW SCHED 16d PER SW SCHED TOP PLATE CONN BASE PLATE NAILING 4 16d PER SW SCHED BASE PLATE NAILING 2x AS REQ'D SHEAR WALL (2X12 MAX) PER PLAN 3 ROOF TRUSS PARALLEL X TO SHEAR WALL NTS i MST48 STRAP CTR @ BM END BEAM/HDR PER PLAN SHEAR WALL PER PLAN -_ POST PER PLAN 4 DRAG STRUT CONNECTION X DROPPED BM TO SHEAR WALL NTS i ,X W � Q ZCL u1 L"Ms i N N wrt r.e wt i 'dI � 4 � p N N l—M5 l" i O N � 0 'r. I � N i wK .wc �i N i 0 0 0 0 �-Ms o N 0. i 1 � I 1 I I z I I I 1 1 1 4-� •----------- o �-- � N 1 1 r-- 1 II I I 11 1 I 11 I I II 1 I 11 I I 11 I I 11 1 I II � 11 1 I N II I 11 w.c IIZ"MS ' i III • .I O a II II r--- 11 I I I II I I CCC999 N 11 I 1 11 I I II I I i 11 I I N II 1 I II 1 I II I I II 1 I II I I II 1 I 1 o N II � N 0 0 0 `PROTECT : q-; f'4 dR Pt EX DATE - �1-30- 15 z Or 6r ft dire F - \ r ji4\Pf,tV'l:®y4 SAF E AU4 BUILDING DEPARTMENT /�' q3 Qvxi-allo� p4R EA b 1 9 APPROVED ov,t VE\x 4 Y = 1800 '. DATE l� BY E71 �k r a- OrPrL- q, NO CHANGES AUTHORIZED zs�"�1V�� + UNLESS APPROVED BY THE SCA I-4 I I N _ �® Fr BUILDING IN$P C - FFICEj OPY ND /00 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 1 d°APPROVED PERMIT#: ��� A PM DATE: -�2-' JOB ADDRESS: T V-) if OT#: i PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK Cl 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 THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 5z INSPECTOR DATE 0 O PLANNING 0 CIVIL -1 BUILDING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: '; M PM DATE: OZ;� OB ADDRESS: k�1) 7 - LOT#: PROJECT: A 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 Cl CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE tl' o 0 PLANNING Cl CIVIL /BUILDING CITY OF ARLINGTON ' �• -so soj6z/ NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY P`APPROVED PERMIT#: 11� �'} AM M - _ I DATE: -` OB ADDRESS: } ' ` PROJECT: __J i ) ') 0 - 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 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 O 13l1./LlINC CITY OF ARLINGTON RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development +� e7 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: 179ZD 43rA Orivc. NE,ArliVvJVirl, g4S23 Plat: - J Single-family Duplex Townhouse ❑ Addition CI Accessory structure Proposed Area: 1 s` Floor: 2nd Floor: Garage: Iy // Total SF: Describe Proposal (include cross street): _T?% �� ! Valuation: Owner: LLC Address: P• n • PDX ZZ �0 City: En0h0rY11_�,h State: WA Zip Code: 2�-- Phone: �� � ' 2 �� ' - - _ Email: _ Applicant: 1 ow,c y+ I'TD YY1 LS LLC• _ Address: 00X 2Z� city: Sno h0 m State: V4 Zip Code: Phone: 3� 2 I �J ' 3G �✓ q Email: Contractor: Ta l�1✓ f m P_S I C Address: BOX 2 2M City: Sno h0M IS h State: v� Zip Code: . 02� Phone: _ . � 2 q ✓ �0✓ r - -- -- Email: Contact Person: -Ma rr T Ol f- r License Number:—Ap L Expiration: 6 /Z5 IZI ar k 4t-- l G��san e k (,0N) 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 if plumbing is involved} (Check all that apply and indicate the number of fixtures proposed) f Bath/Shower Combo (4.0) x 7Sink (1.5) x i Shower (2.0) x Lavatory (1.0) x Clothes Washer (4.0) x 0 Water Closet (2.5) x Dishwasher (1.5) x 2 Water Heater x 2. Hose Bibb (2.5) x Water Heater Model # ❑ Other (list) x Plumbing Section Continued �l Proposed Water Piping Size: �L Proposed DWV Material: e•� Proposed Piping Material: Proposed DWV Size: Z • 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 C�+ 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 # SEER HSPE AC Unit Model # SEER 0 Type II Hood Commercial Cooking Appliance �] Hydronic Piping Boiler ❑ Solid-Fuel Appliance El PV System Fireplace Insert Outdoor BBQ Ll. Storage Tank ❑ Freestanding Stove ❑ Gas Piping ❑ Other - Gas Piping Information Not Applicable: �r "[ V Pipe Material: COS T L 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 f all appliances Applicant Signature: _ Date: ` �✓ J Print Applicants Name: �� r � — aime,( 6/16LP Page 3 of 3 RESIDENTIAL ZONING VERIFICATION APPLICATION a Department of Community& Economic Development City of Arlington • 18204 59th Ave NE• Arlington,WA 98223 • Phone (360) 403-3551 (Please allow 72 hours for review) Project Address: NS20 yard DvtYc NE Avii nainno WA. Plat: q Q223 Owner]Applicant: TOl P CY- I+01'Y1 t.S UC - Address: P. 26X City: S l0hory%h State: W_-A Zip Code: Phone: 6Q • �_H 3�3y Email Describe Proposal (include cross street): Please check one: l) Single-family dwelling Duplex ❑ Addition ❑ Accessory structure 1. Proposed Dimensions: W)_ _I2_— L) I () H) 2- Total SF) 30.Yo = I g56V SF i,�l•d�-y 2. Allowed Lot Coverage: Total Lot Size/3, O 1 SF x 35% fru✓u52 3. Actual Lot Coverage: (SF of all structures') 32L/%) (lot size) = o�S No 4. Septic Tank? ❑Yes P No Private Well on Site? DIYes W No If so,please provide Snohomish County Health Department approval and indicate on site plan. 5. How many trees greater than 12" diameter will be removed? 0 if any, please indicate on site plan. 6. Appliances permanently connected to water service may require Cross-Connection-Control. (Check all that applN Fire Sprinkler System Medical Equipment Lawn Sprinkler System L1'! Livestock Drinking Tanks Decorative Pond/Fountain Hot Tub I j Re-circulating Heating System U Swimming Pool Other Applicant Signature: Date: V ' This square footage should include the footprint area of all structures on the property including:house, garages, sheds, covered patios,and decks permitted by the building code. Rev 04/201 a NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY XAPPROVED PERMIT#:PAD 'AM PM DATE: JOB ADDRESS: 1 Ir��i PRO ECT:j r IL I TYPE OF INSPECTION: 'I , I I f l u t� 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 THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Cl PLANNING 0 CIVIL GAIJILDING CITY OF ARLINGTON '� � NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL O(CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: �' AM M _DATE: �' - j - }}47 JOB ADDRESS: 1 b S PROJECT: - 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 HL�k - "-6elo4szT 10F05, �w s O� i a; RM6 roNw �,- coy 1�ro s 0,Q1J j l?6u axz- T� �fl,,�,12it t �LI Y��tT r-�n�rl,ot�l W AU_ l _ E LA K 1-0PPc-"Y L L Q .THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAY APPLY. FOR INSPECTION CALL: 360-403-3417 2 / 2G7 INSPECTOR DATE .�. 0 PLANNING 0 CIVIL 0 sup c CITY OF ARLINGTON '<„� NOTICE TO PERMITEE AND/OR OWNER PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: `II)� AMP DATE: JOB ADDRESS: �`(u�� +D� �'��4% \' � LOT#: PROJECT: L j U Y u ' t v 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 Cl CALL FOR REINSPECTION - c=L J L- I 1`1l GLGS - f nJ THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 _ -/ng INSPECTOR DATE i 0 PLANNING 0 CIVIL 1 BUILDING CITY OF ARLINGTON CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON, WA. 98223 42 PHONE; (360)403-3551 BUILDING PERMIT Address:18820 43rd Dr NE Unit A Permit#•2954 Parcel#:31051600402700 Valuation:233480.10 OWNER APPLICANT CONTRACTOR Name:TAPERT HOMES LLC Name:Tapert Homes Name:Corstone Contractors,LLC Address:708 PRIEST PT DR Address:PO Box 2280 Address:PO Box 2280 City,State Zip:TULALIP,WA 98271 City,State Zip:Snohomish,WA 99291 City,State Zip:Snohomish,WA 98291 Phone: Phone:360-243-3034 Phone:360-862-8316 LIC:CORSTCL984KZ EXP:05/09/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Duplex CODE YEAR: 2015 STORIES: 2 CONST.TYPE: `7B DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION 1S NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID, IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBCI 10/IRCI10. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be rgported on your sales tax return fo an coded City of Arlington 93101. SignaturY Print Name U Date Released By D e CONDITIONS Water& Sewer connection fees in effect at the time of building permit submittal will apply. Each unit of the duplex is required to have their own water& sewer connections. Water meters will not be installed until all fees have been paid. 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. Blower door test required. Duct test required. Adhere to red-lines and 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 03/05/2020 Building Plan Review Fee $3,099.50 03/05/2020 Building Permit Fee $2,673.96 03/05/2020 Park-Community SF $1,662.00 03/05/2020 Park-Mini SF $484.00 03/06/2020 Traffic Mitigation-City $3,355.00 03/05/2020 Processing/Technology Fee $25.00 03/05/2020 State Building Code Surcharge Fee $6.50 03/05/2020 Forced Air Heat $15.00 03/05/2020 Mechanical Residential Base $25.00 03/05/2020 Water Heater $25.00 03/05/2020 Inspection/Re-Inspection $75.00 03/05/2020 Bath-Shower/Shower Only $15.00 03/05/2020 Clothes Washer $15.00 03/05/2020 Lavatory $45.00 03/05/2020 Plumbing Residential Base $25.00 03/05/2020 Sinks/Toilets/Urinals/Disposal $75.00 03/05/2020 Bath-Shower/Shower Only $15.00 03/05/2020 Hose Bib/Roof Drains $30.00 Total Due: S11,565.96 Total Payment: $3,099.50 Balance Due: $8,466.46 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Ty pe of Inspection being requested,and whether you prefer morning or afternoon CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:18820 43rd Dr NE Unit A Permit#:2954 Parcel#:31051600402700 Valuation:233480.10 OWNER APPLICANT CONTRACTOR Name:TAPERT HOMES LLC Name:Tapert Homes Name:Corstone Contractors,LLC Address:708 PRIEST PT DR Address:PO Box 2280 Address:PO Box 2280 City,State Zip:TULALIP,WA 98271 City,State Zip:Snohomish,WA 98291 City,State Zip:Snohomish,WA 98291 Phone: Phone:360-243-3034 Phone:360-862-8316 LIC:CORSTCL984KZ EXP:05/09/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Duplex CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1 l0/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be r ported on your sales tax return fo and coded City of Arlington#3101. Signature Print Name Date Released By D to CONDITIONS Water& Sewer connection fees in effect at the time of building permit submittal will apply. Each unit of the duplex is required to have their own water& sewer connections. Water meters will not be installed until all fees have been paid. 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. Blower door test required. Duct test required. Adhere to red-lines and 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 03/05/2020 Building Plan Review Fee $3,099.50 03/05/2020 Building Permit Fee $2,573.96 03/05/2020 Park-Community SF $1,662.00 03/05/2020 Park-Mini SF $484.00 03/05/2020 Traffic Mitigation-City $3,355.00 03/05/2020 Processing/Technology Fee $25.00 03/05/2020 State Building Code Surcharge Fee $6.50 03/05/2020 Forced Air Heat $15.00 03/05/2020 Mechanical Residential Base $25.00 03/05/2020 Water Heater $25.00 03/05/2020 Inspection/Re-Inspection $75.00 03/05/2020 Bath-Shower/Shower Only $15.00 03/05/2020 Clothes Washer $15.00 03/05/2020 Lavatory $45.00 03/05/2020 Plumbing Residential Base $25.00 03/05/2020 Sinks/Toilets/Urinals/Disposal $75.00 03/05/2020 Bath-Shower/Shower Only $15.00 03/05/2020 Hose Bib/Roof Drains $30.00 Total Due: $11,565.96 Total Payment: $3,099.50 Balance Due: $8,466.46 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 2954 Address: 18820 43RD DR NE City: ARLINGTON State: WA Zip: 98223 Receipt#: 1208883 Date: 05/07/2020 Paid By: Tapert Homes Description: BLD 2954 Payment Type: Check Payment Type Description: CK 002198 Accepted By: Raelynn Jones Fees Paid Fee Name Description Factor Total Fee Amount Amount Paid Bath/Shower or Shower Only 0.00 15.00 15.00 Bath/Shower or Shower Only 0.00 15.00 15.00 Building Permit Fee Table 4-1 0.00 2,573.96 2,573.96 Clothes Washer 0.00 15.00 15.00 Forced Air Heat fee per Btu 0.00 15.00 15.00 Hose Bib/Roof Drains 0.00 30.00 30.00 Inspection Fee 0.00 75.00 75.00 Lavatory Toilet& Sink Only 0.00 45.00 45.00 Mechanical Base Permit Fee 0.00 25.00 25.00 Park- Community SF Single Family 0.00 1,662.00 1,662.00 Park- Mini SF Single Family 0.00 484.00 484.00 Plumbing Base Permit Fee 0.00 25.00 25.00 Processing/Technology Fee 0.00 25.00 25.00 Sinks/Toilets/Urinals/Disposal Sinks -Kitchen, Bar, Service, Bath, Handwash 0.00 75.00 75.00 State Building Code Surcharge Fee Residential - 1 st Unit 0.00 6.50 6.50 Traffic Mitigation- City Single Family 0.00 3,355.00 3,355.00 Water Heater- LPG Gas Fired 0.00 25.00 25.00 Total: $8,466.46 Permit#: 2954 Permit Date: 12/31/19 Permit Type: DUPLEX Project Name: Tapert Homes Applicant Name: Tapert Homes Applicant Address: PO Box 2280 Applicant, City, State, Zip: Snohomish,WA 98291 Contact: Mark Tapert Phone: 360-243-3034 Email: mark@corstonellc.com Scope of Work: 2-story duplex Valuation: 233480.10 Square Feet: 4953 Number of Stories: 2 Construction Type: VB Occupancy Group: ID Code: Permit Issued: 05/08/2020 Permit Expires: 11/04/2020 Form Permit Type: Status: COMPLETE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051600402700 18820 43RD DR NE TAPERT HOMES 183 Non Residential LLC Structure Contractors Contractor Primary Contact Phone Address Contractor Type License License# Corstone Contractors, 360-862-8316 PO Box 2280 CONSTRUCTION UBI 602 202 840 LLC CONTRACTOR Corstone Contractors, 360-862-8316 PO Box 2280 CONSTRUCTION Labor& CORSTCL984KZ LLC CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status R20.SFR/DUPLEX FINAL O5/14/2020 BUILDING Completed 05/21/2020 R20.SFR/DUPLEX Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 12/31/2019 RESIDENTIAL SINGLE BUILDING FAMILY 12/31/2019 RESIDENTIAL SINGLE Josh Grandlienard FAMILY Existing driveway cuts shall be removed and replaced with sidewalk,curb and lawn strip. Street trees are required. RESIDENTIAL SINGLE If any defects in the sidewalk exist it shall be removed and 12/31/2019 FAMILY replaced. Nova Heaton Driveway must be paved. Permit required for any right-of-way work. All ROW work shall meet COA Standards including CDF fill for trenches. Water&Sewer connection fees in effect at the time of RESIDENTIAL SINGLE building permit submittal will apply.Each unit of the 12/31/2019 FAMILY duplex is required to have their own water&sewer PW-ADMIN-GIS connections.Water meters will not be installed until all fees have been paid.LT 12/31/2019 RESIDENTIAL SINGLE PW Storm Rev FAMILY 12/31/2019 RESIDENTIAL SINGLE PW-WAT-REV FAMILY 12/31/2019 RESIDENTIAL SINGLE PW-SEW-REV FAMILY Fees Fee Description Notes Amount Building Plan Review Table 4-2 $3,099.50 Building Permit Table 4-1 $2,573.96 Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Traffic Mitigation-SF Single Family $3,355.00 Processing/Technology $25.00 State Surcharge- 1 st DU Residential- 1 st Unit $6.50 Forced Air Heat fee per Btu $15.00 Mechanical Base Permit Fee $25.00 Water Heater-LPG Gas Fired $25.00 Inspection $75.00 Bath/Shower Combo Shower Only $15.00 Clothes Washer $15.00 Lavatory Toilet&Sink Only 3 @$15 ea. $45.00 Plumbing Base Permit Fee $25.00 Kitchen Sink&Disposal 5 @$15 ea. $75.00 Bath/Shower Combo Combo $15.00 Hose Bib 2 @$15 ea. $30.00 Total $11,565.96 Attached Letters Date Letter Description 02/28/2020 Building Permit 12/31/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 12/31/2019 Tapert Homes BLD 2954 Check 002018 Raelynn Jones $3,099.50 05/07/2020 Tapert Homes BLD 2954 CK 002198 Raelynn Jones $8,466.46 Outstanding Balance $0.00 Notes Date Note Created By: 05/07/2020 Received receipt of school mitigation fees paid Raelynn Jones Building Plan Review Fee based upon$500,000.00 valuation that was provided for the whole 02/28/2020 project at time of submittal.Per KO,the duplex will be separated into two permits(one for each Raelynn Jones side).Valuation calculated for each unit separately. Plan Review fee for valuation$500,000.00=$3099.50(**Using August 2019 Valuation Data 02/28/2020 Table**) Raelynn Jones $1673.07+$1833.95(based upon actual valuations)=$3507.02 $3507.02-$3099.50(paid)=$407.52 balance due for plan review fee for#3056 02/24/2020 Emailed applicant to bring in second set of plans for duplex. Raelynn Jones 12/31/2019 Receipt for School Impact Fees are due prior to permit issuance. Raelynn Jones Uploaded Files Date File Name 09/30/2021 9797789-2954 IC 7.17.2020.pdf 09/30/2021 9797790-2954 IC 7.28.2020.pdf 09/30/2021 9797791-2954 IC 6.1.2020.pdf 05/08/2020 6633760-2954 Issued Permit.pdf 12/31/2019 6038489-2954 Application.pdf 12/31/2019 6038490-2954 Site plan.pdf 12/31/2019 6038457-2954 Application.pdf 12/31/2019 6038458-2954 Site plan.pdf III II { - a ® :1 .� 1111 E 11 XIT _ III D D IT III,i'I' I o = m m r IN w I v 11 i' o m i I I _ I I I li i I I I Z � I I' II I � _ h I u I I,nd 1 1 I y � I I I �;nl A W Nrh O� - I � (n �' -- G�a - c� m z� h � D > > I j � 7 N o� m a� <o r o=: o m m - - Z0 Z F}� 7 o c m -,T x rhtirh �t hir r O r r�r}i, m A m 0 _ r{ r0 rr- { Li, O O O A O �- , E r - Z G) r Z - -�ati' '111 _ H 2 G) i T' I III C W - 1 - m m-- TI I �I m m - U) - �- I ,h I I } � Azoo � 5 Ir I I A z.. I I c-�x I i��I � „ I z_ IIII! - - � D O ( ( mA _ m CC Ao - m �i IIId Ha�HF;a r o �r m D I. 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