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Home My WebLink About912 E 4TH ST NE_BLD3532_2026 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#; �i�. ' -�i�J 7_ �`x] AM ❑ PM DATE: OB ADDRESS: I �' rl11V� LOT#: I PROJECT: 0 �}I�`�1 1? - - TYPE OF INSPECTION: o i,4-, 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 i1EACTIONSOR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DI NIT O PLANNING O CIVIL M BUILDING CITY OF ARLINGTON v NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED ,PERMIT#: �IJ % ❑ AM Cl PM I DATE: -.� � - OBADDRESS: ��l� - - �' �.� � -` LOT#: PROJECT: 1V L (LAIL 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 THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 �C G.- INSPECTOR DATE; O PLANNING 0 CIVIL ?/BUILDING CITY OF ARLINGTON • V NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ,0 APPROVED PERMIT#: (] AM ❑ PM DATE: JOB ADDRESS: 7 ( 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. 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 THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 S INSPECTOR DAT4: Cl PLANNING o CIVIL CCTBUILDING CITY OF ARLINGTON CITY OF ARLINGTON s 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#: 3532 912 E Fourth Street NE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 31050200402300 Valuation:237165.52 OWNER APPLICANT CONTRACTOR GRANDVIEW HOMES LLC Grandview Homes, LLC GRANDVIEW INC. PO BOX 159 PO Box 159 P O BOX 159 ARLINGTON,WA 98223 Arlington,WA 98223 ARLINGTON,WA 98223 360-435-7171 360-435-7171 LIC:GRANDHL848M7 EXP:07/25/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: 1 OCC GROUP: R3 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor. The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order, state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC IOARCI10. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. <�O'OL )k�) —I)E)�usVA-,S k�13�3'1 �/i� � �1'�3,�"1 Signature Print Name Date Released By Date CONDITIONS SEE RED-LINED DRAWINGS.AD. 2E TO APPROVED PLANS.APPROVED R OPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS.ADHERE TO CITY OF ARLINGTON SD-140 FOR RESIDENTIAL ROOF DRAIN INFILTRATION TRENCH. 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 01/13/2021 Building Permit Fee $2,651.30 01/13/2021 Park-Community SF $1,662.00 01/13/2021 Park-Mini SF $484.00 01/13/2021 Traffic Mitigation-City $3,355.00 01/13/2021 Fireplace/Insert/Woodstove $15.00 01/13/2021 Forced Air Heat $15.00 01/13/2021 Gas Piping/Units $15.00 01/13/2021 Processing/Technology Fee $25.00 01/13/2021 Bath/Shower or Shower Only $30.00 01/13/2021 Clothes Washer $15.00 01/13/2021 Hose Bib/Roof Drains $30.00 01/13/2021 Lavatory $45.00 01/13/2021 Plumbing Misc. $15.00 01/13/2021 Sinks/Toilets/Urinals/Disposal $75.00 01/13/2021 Water Heater $25.00 01/13/2021 State Building Code Surcharge Fee $6.50 01/13/2021 Building Plan Review Fee $1,723.35 Total Due: $10,187.15 Total Payment: $10,187.15 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon 1 i 1 , Permit#: 3532 Permit Date: 11/05/20 Project Name: Grandview Homes Lot 3 Company/Applicant Name: Grandview Homes, LLC I Company/Applicant Address: PO Box 159 1 City, State, Zip: Arlington, WA 98223 (�j� �,w Contact: Debbie Whitis V Phone: 360-435-7171 Email: debbie@grandviewinc.net Permit Type: Single Family Residence g Y Valuation: 237165.52 Square Feet: 2184 I V Number of Stories: 2 Type of Construction: VB Occupancy Type: R-3; Residential Scope of Work: New SFR MIC/Opportunity Zone: Permit Issued: Permit Expires: 05/04/2021 DNU: Status: IN PROCESS Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning GRANDVIEW 120 SINGLE 31050200402300 —9F)8-t-4Tt t r1= FAMILY HOMES LLC *T*— RESIDENCE Contractors Contractor Primary Contact Phone Address Contractor Type License License# GRANDVIEW INC. 360-435-7171 P O BOX 159 CONTRACTOR Labor andGRANDHL848M7 Industries Plan Reviews Date Review Type Description Assigned To Review Status 11/05/2020 Residential Dwelling Building In Review 11/05/2020 Residential Dwelling Josh Grandlienard In Review 11/05/2020 Residential Dwelling Nova Heaton In Review Fees Fee Description Notes Amount Building Permit Fee Table 4-1 $2,651.30 Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Traffic Mitigation-City Single Family $3,355.00 Fireplace/lnsert/Woodstove $15.00 Forced Air Heat Fee per Btu $15.00 Gas Piping/Units fee per units $15.00 Processing/Technology Fee $25.00 Bath/Shower or Shower Only $30.00 Clothes Washer $15.00 Hose Bib/Roof Drains $30.00 Lavatory Toilet&Sink Only $45.00 Plumbing Misc. Not otherwise specified I dishwasher $15.00 Sinks/Toilets/Urinals/Disposal Sinks-Kitchen,Bar,Service,Bath, $75.00 Handwash Water Heater Tank or Tankless $25.00 State Building Code Surcharge Fee Residential- 1 st Unit $6.50 Building Plan Review Fee Table 4-2 $1,723.35 Total $10,187.F5 Uploaded Files Date File Name 11/05/2020 7652072-3532 Application.pdf 11/05/2020 7652073-3532 Site Plan.pdf F . RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 591h Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAINING$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: Lot 3,4th St Arlington WA 98223 Plat: Alcazar _ 0 Single-family n Duplex Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1 S1 Floor: 910 211 Floor: 834 - Garage: 440 Total SF: 2184 Describe Proposal (include cross street): Single Family Home Valuation: $218,400 Owner: Grandview Homes LLC Arlington PO BOX l223 Address: City: Ar State: WA Zip Code;98 Phone: 360-435-7171 Email: debbie@grandviewinc.net Applicant: Grandview Homes LLC PO BOX 159 Arlington WA 98223 Address: City: State: Zip Code: Phone: 3604357171 Email: debbie@grandviewinc.net _ Contractor: Grandview Homes LLC PO BOX 159 Arlington WA 98223 Address: City: State: Zip Code: Phone: 3604357171 Email: gv@grandviewinc.net Debbie Whitis GRANDHL848M7 7/25/2021 Contact Person: - License Number: Expiration: (Received NOV 0 4 2020 6116LP Page 1 of 3 404' RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 591h 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 z [?1 Sink (1.5) x 5 (�) Shower (2.0) x Lavatory (1.0) x 3 O I Clothes Washer (4.0) x 1 Water Closet (2.5) x V11 Dishwasher (1.5) x 1 �J f� Water Heater x 1 Hose Bibb (2.5) x 2 O Water Heater Model # f� Other (list) x Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 i RESIDENTIAL PERMIT APPLICATION Y Department of Community & Economic Development .tN ,A 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 ❑1 AC Unit Model# SEER ❑1 Type II Hood 0 Commercial Cooking Appliance Ll Hydronic Piping Q1 Boiler LJ Solid-Fuel Appliance El! PV System Fireplace Insert ❑ Outdoor BBQ Storage Tank 0 Freestanding Stove to Gas Piping Other Gas Piping information Not Applicable: Pipe Material: Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: Date: 11/03/2020 Print Applicants Name: DEBBIE WHITIS 6/16LP Page 3 of 3 MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN ,- --------------- -----t I YARD DRAIN DON PLAN VIEW SOLID PIPE ORR"T'D ECTIONELBOW ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN X 4" TEE . . . . . . . ^0.00% . . . . . 2' MIN WASHED ROCK MN ;E:PLUG WITH 1/2" 1' MIN 3/4"-1 1/2" 10ENTERED HOLE - YARD DRAIN OR CB SCREEN SUMP W/SOLID LID 3' MIN MAX 100' 10' MIN A 1 �7 HIGH GROUNDWATER TABLE SECTION VIEW NOTES: GEOTEXTILE COMPACTED 1. TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6" MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING I PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE 2' MIN COURSE SAND & COBBLES 20 LF WASHED ROCK MEDIUM SAND 30 LF 1' MIN 3/4"-1 1/2" FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF 42- 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A A SLOPES GREATER THAN 25 PERCENT. 5. SLOPES GREATER THAN 25 PERCENT HAVE A MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. G`,Sy �� APPROVED BY L OLIVE DEPARTMENT OF PUBLIC AOPM STANDARD DETAIL DATE DTn,/2M STANDARD DETAIL NUMBER • REF STM SPEC ,r RESIDENTIAL ROOF DRAIN INFILTRATION SD- 140 rPl fNG t0 TRENCH 1 Site Plan For: Address: Grandview Homes, LLC Lot 3 Arlington, WA 98223 4-Lot Short Plat Plan: YUKON North Land Unit Area=4,312 S.F. Scale= 1"=20'0" 1 So( I � p �U 5 +. e AMT W 01 OIL Notes: 62•S�' 1. Roof and Footing Drains to E. 4tn Street be connected to development Drainage System. !p 2. See The 4-Lot Short Plat Approved Construction Plans n X 1 8 A ;n' for erosion Control measures and all road widths. �J� FFICE COPY � � r� � r � -- � f . . . . MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN ------------------------- ------ I I I I YARD DRAIN PLAN VIEW SOLID PIPE ORR"T D SEOWNONELBOW ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN 4" TEE 0.00%.. . . . . 2' MIN WASHED ROCK 1 MIN PLUG WITH 1/2" 1 MIN 3/4"—1 1/2" 1' MIN CENTERED HOLE l i T YARD DRAIN OR CB-FINE MESH SUMP W/SOLID LID SCREEN 3' MIN — MAX 100' 10' MIN A HIGH GROUNDWATER TABLE SECTION VIEW NOTES: GEOTEXTILE COMPACTED 1. TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) 6" MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN WASHED ROCK MEDIUM SAND 30 LF 1' MIN 3/4"-1 1/2" FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2' WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A A SLOPES GREATER THAN 25 PERCENT. 5. SLOPES GREATER THAN 25 PERCENT HAVE A ' C EG" O P Y M EINMUM CHES.ETBACK OF 50' FOR INFILTRATION 'j Y O� APPROVED 6Y L OLIVE DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL DATE 07/31/2008 STANDARD DETAIL NUMBER REF STAN SPEC S D- 14 0 RESIDENTIAL ROOF DRAIN INFILTRATION 7�lINCs'CO TRENCH -.:: q�,� � � � „ Sim le Heating System Size: Washington State This heating system sizing calculator is based on the Prescriptive Reouirements of the 2015 Washington State Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling sys ems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you.If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Yukon GRANDVIEW HOMES,LLC Heating System Type: QQ All Other systems O Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions Design Temperature Difference(AT) 47 6 Marysville AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area If nluctiofl; Conditioned Floor Area(sq ft) 1.744 Average Ceiling Height Conditioned Volume Insl�'ncflono Average Ceiling Height(ft) I 8.5 14,824 Glazing and Doors U-Factor X Area - UA InSULICtions 0.30 163 48.90 Skylights U-Factor X Area = UA Instructions 0.50 �.J --- Insulation Attic U-Factor X Area - UA ir,strurtinns �R-49 —"- -.----- - .- .f �� 0.026 834 21.68 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA I F15trl1 ftl OrtS No Vaulted Ceilings in this project Above Grade Walls(see Figure 1) U-Factor X Area UA hlstrnr;tlpnS 0.056 2,074 116.14 R-21 Intermediate � Floors U-Factor X Area UA Ir,sh-iactiolts -- - ' 0.025 910 22.75 R-3B Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions No Below Grade Walls in this project --- Slab Below Grade(see Floure t) F-Factor X Len th UA Instructions J.' No Slab Below Grade in this project. �� "-- Slab on Grade(see Figure 1) F-Factor X Leh UA Inrr,frur..i.fons No Slab on Grade in this project. Location of Ducts IEstr„rtions Duct Leakage Coefficient NOV 0 4 L020 Unconditioned Space j� 2 1.10 Sum of UA 209.48 Envelope Heat Load 9,845 Btu I Hour Figure 11. SumofUAXAT Air Leakage Heat Load 7,525 Btu!Hour VolumeX 0.6XATX.016 ntwve Grade Building Design Heat Load 17,370 Btu!Hour Air Leakage+Envelope Heat Loss r Building and Duct Heat Load 19.107 Btu!Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1.10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 26,750 Btu/Hour Building and Duct Heat Loss X 1.40 for Forced Air Furnace @uilding andDuctMeal Loss X 1.25 forHeaf PumpOFFICE COPY 07101113) ( I Window, Skylight and Door Schedule Projeca Information Contact Information Yukon GRANDVIEW HOMES, LLC Width Height Ref. U-factor Qt. Feet Inch Feet Inch Area UA Exempt Swinging Door (24 sq. ft. max.) 1 10.30 13 1 17 1 1 21.01 6.30 Exempt Glazed Fenestration (15 sq. ft. max.) 1 0.01 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA 0.30 0.01 0.00 Living Room 0.30 1 6 ° 5 ° 30.0 9.00 Dining Room 0.30 1 4 ° 4 10 16.0 4.80 Kitchen 0.30 1 4 ° 3 16 14.0 4.20 Garage 10.30 2 4 ID 14 ° 32.0 9.60 Bedroom 3 0.30 1 4 10 14 10 16.01 4.80 Bedroom 2 0.30 1 4 ° 4 0 16.0 4.80 Master Bath 0.30 1 2 ° 3 lu 1 6.0 1.80 Bedroom 2 0.30 1 5 ° 1 6 7.5 2.25 Living Room 10.30 2 1 b 1 15 4.5 1.35 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.01 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.01 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 030 0.01 0.00 i 0. 0 0.0 0.00 0.30 0.0 0.00 0.3.0 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 Sum of Vertical Fenestration Area and UA 142.01 42.60 Vertical Fenestration Area Weighted U= UA/Area 0.30 Overhead Glazing (Skylights) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 Sum of Overhead Glazing Area and UA 0.0 0.00 Overhead Glazing Area Weighted U = UA/Area 1 .00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 163.0 48.90 i Prescriptive Energy Code Compliance for All Climate Zones in Washington Project Information Contact Informath Yukon GRANDVIEW HOMES, LLC This project will use the requirements of the Prescriptive Path below and incorporate the the minimum values listed. In addition, based on the size of the structure,the appropriate number of additional credits are checked as chosen by the permit applicant. Authorized Representative pate All Climate Zones R-Valuea U-Factor' Fenestration U-Factorb n/a Q.30 Skylight U-Factor n/a Q.50 Glazed Fenestration SHGCb,e n/a n/a Ceiling 49' 0.026 Wood Frame Wall,,m,n 21 int 0.056 Mass Wall R-Value' 21/21h 0,056 Floor 301 0.029 Below Grade Wall-m 10/15/21 int+TB Q.042 Slab R-Value & Depth 10, 2 ft n/a 'Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 150Q square feet in conditioned floor area with less than$00 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. �]2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Additions less than 500 s tiare feet: .5 credits Table R406.2 Summary Option Description Credit(s) la Efficient Building Envelope 1a 0.5 Q 0.5 lb Efficient Building Envelope lb 1.Q ❑ 1c Efficient Building Envelope 1c 2.0 ❑ ld Efficient Building Envelope 1d 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.Q 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 [] 1.0 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 1.5 �] 3d High Efficiency HVAC 3d 1.Q ❑ 4 High Efficiency HVAp Distribution System 1.Q �] 5a Efficient Water Heating 5a 0.5 [ 0.5 5b Efficient Water Heating 5b 1.Q ❑ 5c Efficient Water Heating 5c 1.5 0 1.5 5d Efficient Water Heating 5d 0.5 ❑ 6 JRenewable Electric Energy 0.5 *1200 kwh 0.0 Total Credits 3.50 *Please refer to Table R406.2 for complete option descriptions � .. I f Table R402.1.1 Footnotes For SI: 1 foot .= 304.8 mm, ci ._ �Itinuous insulation, int .= intermediate fr,. Jng. a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights.The SHGC column applies to all glazed fenestration. ` 1110/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. f Reserved. g Reserved. h Reserved. The second R-value applies when more than half the insulation is on the interior of the mass wall. Reserved. k For single rafter-or joist-vaulted ceilings, the insulation may be reduced to R-38. Reserved. m Int. (intermediate framing) denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. Table R402.1.3 Footnote a Nonfenestration U-factors shall be obtained from measurement, calculation or an approved source or as specified in Section R402.1.3. % . I JARNOT ENGINEERING, INC. �0B P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE PROJECT: `YUKON' RESIDENCE (GR) LOCATION: ARLINGTON, WA CLIENT: GRANDVIEW NORTH LLC JEI JOB NO.: 20-08-107 CODE: 2015 IBC LIVE LOADS: FLOOR: 40 P5F SNOW : 25 P5F WIND: vult= 110 MPH EXP B SEISMIC: 5s= 1 .03, 51=0.37 tk DE51GN CATEGORY D. SITE CLA55 D �"i NOV 0 4 ?020 DEAD LOADS: ROOF: 15 P5F FLOOR: 10 PSF (( SOIL: . BEARING: 1500 PSf= LATERAL: OFFICE COPY ;:,,.,::. ..-.L!C3:Ci15:".i3 ;?tali+n:; :r:v:c + .:.:`-_:-. - -...........• ..<r. - . r � � _` «� f JARNOT ENGINEERING, INC. .roe GV YUKON 20-08-10l P.O. Box 704 SHMNO. 2__ _OF MONROE, WA 98272 PH.(360)863-1831A7ED er DATE CWCKM BY - DATE SCE - 0 08 .SC .22 s ' ® r--------- ai3 € , �� MR i Z Man t s I i P © H wo ------- o " s s s r kc= , I I i IR I -- jY 1 111 w m Sj .21 w n At X �� O A w 0 I� N y (mot loll se z/'SlI�-.r w l� W ry w >r Be J Q Be Q W N JARNOT ENGINEERING, INC. im GV YUKON 20-0e-101 P.O. Box 704 MEMO. s 1F MONROE, WA 98272 PH.(360)863-1831 ^�D sr _ or aWAM sr oar SGU 0 0 LLe w a_ Q N m �,a ❑ .IE � v+ N Q .I Z.® .Z,S1 Z_� M i•� •l; 1 zo i N T 1 :i z-.zt a wj� �i+EY e•Du I s` ® a •a ®L z® _ ® 1� (V® /1 9-.S m ® .2/1 C-11 •SE .Z/I L-,E N F Z W \J J lu U OL 1- H J J Q Q Ul S JARNOT ENGINEERING, INC. JOB GRANDVItw - YUKON 20-08-107 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE I ATFRAI WIND: ValUe9 for simplified method from A5CE7-10 Figure 28.G-I Vult= 11 0 MPH EXP. B I: 1 .0 Roof pitch: G :1 2 Mean Roof Height: 23.0 kZt: I .0 Wind pressures: (A51)) Eave height: 18.0 Wall corner: 15.0 [Zone A] Min horiz plan dim: 24.0 Wall main: 10.0 [Zone C] X= 1 .00 Roof corner: 2.4 [Zone B] 2a= G.0 Roof main: 2.5 [Zone D] Note: corner loads are in addition to"main"loads -L TO RIDGE (plf) Gable Hip HWALL HROOF Main Corner Corner 10 p5f min (ASD) V2= 4.0 5.0 GG I G -- 130 V i= 9.0 98 38 -- 90 VIA,= 4.5 5.0 GI 18 -- 95 II TO RIDGE (plf) Gable Hip Dormer Gable Hip (A5D) HWALL HROOF HROOF HWALL Main Corner Corner 10 125f min V2= 4.0 4.5 92 23 - 85 V I= 9.0 98 44 -- 90 'L=leeward,W=windward W Wind Area I Wind Area 2 Wind Area 3 Wind Area 4 Line above L P Mod' L P Mod" L P Mod' L P Mod' W 2. 1 17.5 92 a 23 1 .75 Min 17.5 85 1 .49 2.2 17.5 92 a 23 1 .75 Min 17.5 85 1 .49 2.A 13 GG a I G 0.95 Min 13 130 I .G9 2,13 13 GG a I G 0.95 Min 13 130 I .G9 1 . 1 1 .75 17.5 98 a 44 3.72 l\ 1 .49 17.5 90 3.OG 1 .2 1 .75 17.5 98 a 44 3.72 Min 1 .49 17.5 90 3.OG I 0.95 13 98 a 38 2.45 Min I .G5 13 90 2.8G 1 .13 0.95 13 98 a 38 10 G I 3.OG Min I .G9 13 90 10 95 3.81 I .0 0.00 10 G I a 18 0.72 Min 1 0.001 10 95 1 0.95 WIND 1/I 9/4/2020 L,teal-Gv Yukon 9-3-20 r . ,A� JARNOT ENGINEERING, INC. JOB GRANDVIEvv -YUKON 20-08-107 P.O. Box 704 SHEET NO. 1157 OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE - SEISMIC V = 0.7`5D5'I"W = 0.080 W (Multiply by 0.7 for A51)) R 55: 1 .03 Fa= 1 .09 [Sete Class D] R: G.5 SM5=Fa55= 1 .12 I: 1 .0 5D5=2/3 5M5= 0.75 Snow load: 25 p5f 5e15m1c DL= 0 [.20 ' Sn 1F Sn>301 WEIGHT: FLR 2 ROOF 15PSF(24.35)= 1 2.GO Story Ht: 8 EXT WALLS 8P5P'4'2(2G+35)= 3.90 INT WALLS 7P5F'4(-1)(2G+35)= 1 .71 W= 18.2 FLR I Story Ht: 8 ROOF: 15PSF(I 8'4+20.22)= 7.G8 FLOOR IOP5F(2G"35)= 9.10 EXT WALLS 8P5F'9'2(2G+35)= 8.78 INT WALLS 1 .71 +7`4(-.5)(2G+35)= 2.5G W= 28,1 Wt= 4G.3 V= 3.73 SEISMIC DISTRIBUTION: SHEAR WALLS DIAPHRAGMS LEVEL W h Wh Vwh/Ewh Eft Ew, Ef1/Ew, F,)W,), FpX 2 15.2 17 309.G 2.05 2.05 18.2 0. 113 0.113 2.05 28. 1 9 253.2 I .G8 3.73 4G.3 0.080 0.105 2.94 4G.3 E= 5G3 3.73 Fpn/Wpx =0.2'0.7'5D5'I'Wpx= 0. 105 frX/Wpx =0.4'0.7-5D5-I-WpX= 0.205 EQ 112 9/4/2020 Lateral-GV Y.k-9-3-20 s- r JARNOT ENGINEERING, INC. JOB GRANDVILvv -YUKON 20-08-107 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE REDUNDANCY Line %Vst V Lw Perimeter Bays 2.1 0.50 1 .03 18.9 Y 4.7 2.2 0.50 1 .03 17.7 Y 4.4 ELw= 3G.G Redundancy Check a: Min wall: 17.7 > h => complies Redundancy Check b: Min bays >2 Complies Overall: Complies Line %Vst V Lw Perimeter Bays 2.A 0.50 1.03 27.0 Y 7.0 2.13 0.50 1.03 31 .0 Y 7.8 ELw= 58.5 Redundancy Check a: Min wall: 27.9 > h complies Redundancy Check b: Min bays >2 => Complies Overall: Complies Line V2 %V I V %Vst Lw Perimeter Bays 1.1 1.03 0.50 1 .8G 0.50 17.0 Y 4.3 1.2 1.03 0.50 1 .8G 0.50 17.0 Y 4.3 ELw= 34.0 Redundancy Check a: Min wall: 17.0 > h => complies Redundancy Check b: Min bays >2 => Complies Overall: Complies Line V2 %V I V %Vst Lw Perimeter Bays I .A 1 .03 0.45 1 .78 0.48 19.9 Y 5.0 1 ,13 1 .03 0.50 1 .81S 0.50 27.4 Y G.9 I 0.00 0.05 0.08 0.02 22.0 Y 5.5 ELw= G9.3 Redundancy Check a: Min wall: 19.9 > h => complies Redundancy Check b: Min bays >2 => Complies Overall: Complies Numbered Lines: P= 1 .0 Lettered Lines: P= 1 .0 EQ 2/2 9/4/2020 lateral-GV Yukon 9-3-20 .: ..- ,.,. `:� _ � s[F i'--: !ir's�t Lill):Cl i'fLt __....._..,i.... ..... - ._.._--_....: � :•:I!�.,:,.. ......i._..�. ......,_i� .,....... JARNOT ENGINEERING, INC. JOB GRANDVIE4, -YUKON 20-08-107 P.O. Box 704 SHEET NO. - OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE -_ SCALE - - LINE 2. 1 E= 1 .03 P= 1 .0 TYPE: P W= 1 .75 WMIN= 1 .49 L= 18.9 H= 8 ve=E/L= 54 <230 WALL TYPE I A vw=W/L= 93 De5lcgn=0.71 v= GG <230 <= WALL TYPE I A TOT-E=veH= 0.43 TOT-W=vWH= 0.74 OK- No Holdown5 Reed LINE 2.2 E= 1 .03 P= 1 .0 TYPE: P W= 1 .75 WMIN= 1 .49 L= 17.7 H= 8 ve=E/L= 58 <230 WALL TYPE I A vw=W/L= 99 DC51,p=0.71 v= 70 <230 <= WALL TYPE I A TOT-E=veH= 0.4G TOT-w=vWH= 0.79 OK- No Holdown5 Reci'd Short Segment 5hearwall5 (<2:1 aspect ratio for 5e15m1c loads) [5DPW5 4.3.4.31 Ln h E L v h/2w vDE5 3.3 8.0 1 .03 17.7 58 1 .23 71 <230 WALL TYPE I A Short Segment 5hearwa115 (<2:1 aspect ratio for wind loads) [5DPW5 4.3.4.31 Ln h W L v h/2w vDE5 3.3 8 1 .75 17.7 99 1 .23 8G <230 WALL TYPE I B LINE 2.A E= 1 ;03 P= I .0 TYPE: P W= 0.95 WMIN= I .G9 L= 27.9 H= 8 ve=E/L= 37 <230 WALL TYPE I A vw=W/L= G I De5gn=0.71 v= 43 <230 <= WALL TYPE I A TOT-E=veH= 0.25 TOT-W=vWH= 0.48 OK- No Holdown5 Reci'd L 114 9/4/2020 lateral-GV Yukon 9-3-20 Tr .1:.n ::.........:..__N�:s.`_'.J4 :. -_ JARNOT ENGINEERING, INC. JOa - GRANDVIL- - YUKON 20-08-107 P.O. Box 704 SHEET NO. �' OF_ MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY _ DATE CHECKED BY DATE SCALE -- LINE 2.D E= 1 .03 p= 1 .0 TYPE: P W= 0.95 WMIN= I .G9 L= 31 .0 H= 8 ve=E/L= 33 <230 WALL TYPE I A vw=W/L= 55 De5ign=0.7 I v= 39 <230 <= WALL TYPE I A TOT-E=veH= 0.2G TOT_w=vwH= 0.44 OK- No Holdown5 Read LINE 1 . 1 E= I .8G P= 1 .0 TYFE: F W= 3.72 <= WMIN= 3.OG V= 3720 L= 17.0 H= 8 v= 219 AD: v= 219 <285 1/2" AD @ 32" oc 4 ve=E/L= 110 <230 WALL TYPE I A vw=W/L= 2 19 De5ign=0.7 I v= 155 <230 <= WALL TYPE I A TOTE=veH= 0.88 TOT-W=vwH= 1 .75 E: (.G-.14SD5) DL=(.G-. 14SD5)W(Lw/2+---Lo)= 0.2G W: .G DL=.GW(Lw/2+-Lo)= 0.32 W=4'.01 +.OG= 0. 10 Lw= 4.5 Lo= 3.0 If: Uplift= O.G2 W: Uplift= 1 .44 <= L5THD8 E/W: Perforated Wall Segments 4 E Wall E Open Max h %L %H Co VDE5 SW Type Uplift Holdown AD Len AD AD Spa 12.3 4.0 3.5 0.75 0.44 0.93 118 1 A 0.34 12.3 1 1 8 1/2@48 12.3 4.0 3.5 0.75 0.44 0.93 1 G5 I A 1 .89 STHD 10 12.3 23G I/2@32 L 2/4 9/4/2020 Lateral-GV Yukon 9-3-20 :.,,;,PlE6:Ci15;'.:,s. nrir.tin� en:;r: ._.._... _.:_. ..•-- - . ..,, ..-,,.:.,,, ....,..:. JARNOT ENGINEERING, INC. JOB- GKANDVIEW -YUKON _ 20-08-1 07 P.O. Box 704 SHEET NO. _ �. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY- DATE-. CHECKED BY _ DATE-_ SCALE LINE 1 .2 E= 1 .86 P= 1 .0 TYPE: P W= 3.72 <= WMIN= 3.06 V= 3720 L= 17.0 H= 8 v= 219 AD: v= 219 <285 1/2" AD @ 32" oc 4 ve=E/L= 1 10 <230 WALL TYPE I A vw=W/L= 219 De5ign=0.7 I v= 155 <230 <= WALL TYPE I A Tor-E=v,H= 0.88 TOT-W=vwtl= 1 .75 E: (.6-.145D5) DL=(.6-. 145D5)W(Lw/2+-Lo)= 0.25 W: .6 DL=.GW(Lw/2+-Lo)= 0.30 W=4".01 +.06= 0. 10 Lw= 4.0 Lo= 3.0 E: Uplift= 0.63 W: Uplift= 1 .45 <= 5THD 10 E/W: Perforated Wall Segments 4 E Wall E Open Max h %L %H C,, vDES 5W Type Uplift Holdown AD Len AD AD Spa 10.5 9.0 6.7 0.54 0.84 0.59 1 86 I A 1 .43 10.5 1 86 1/2@48 12.5 6.0 5.0 0.68 0.63 0.78 19G IB 2.24 5THD10 10.5 333 1/2@24 LINE I .A E= 1 .78 P= 1.0 TYPE: P W= 2.45 WMIN= 2.86 <= V= 28GO L= 19.9 H= 8 v= 144 AD: v= 144 < 100 1/2" AD @ 48" oc 4 ve=E/L= 89 <230 WALL TYPE I A vw=W/L= 144 De51gn=0.71 v= 102 <230 <= WALL TYPE I A TOTE=v,H= 0.72 TOT-w=vwh= 1 . 1 5 OK- No Holdowns Req'd L 3/4 9/4/2020 latent-GV Yukon 9-3-20 .....r...-,-.,. ...LGS•�ti5:`_fi ,,^,ril;iino services i-:�....:..--... _.__r. tr.-.,;..-_.. -,r,_...5.. ..............., .-.i;.0:6 _ ....,.'. r� JARNOT ENGINEERING, INC. ,op GRANDVIEw -YUKON / 20-08-107 P.O. Box 704 SHEET NO. / OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY _DATE CHECKED BY _DATE SCALE LINE I .B E= 1 .8G P= 1 .0 TYPE: P W= 3.OG WMIN= 3.81 <= V= 3810 L= 27.4 H= 8 V= 139 AB: v= 139 <100 1/2" AD @ 48"cc 4 ve=E/L= G8 <230 WALL TYPE I A vw=W/L= 139 De5I6jn=0.71 v= 99 <230 <= WALL TYPE I A TOTE=VeH= 0.54 TOT_w=vwh= 1 . 1 1 OK- No holdown5 Read LINE I .0 E= 0.08 P= 1 .0 TYPE: P W= 0.72 WMIN= 0.95 <= V= 950 L= 22.0 H= 9 v= 43 AD: v= 43 <190 11211 AD 48" oc 4 ve=E/L= 4 <230 WALL TYPE I A vw=WIL= 43 De5Ign=0.71 v= 31 <230 <= WALL TYPE I A TOT-E=V'-H= 0.03 TOT-W=Vwh= 0.39 OK- No Holdown5 Req'd L 4/4 9/4/2020 lateral-GV Yukon 9-3-20 CUSTF^'printinr,serviu ._..,._. ...-.:- ,._...._._cro. ......v, ..,.. =._. .._., -,...r JARNOT ENGINEERING, INC. JOB GPANDVIL-uJ-YUKON 20-08-107 P.O. Box 704 SHEET NO. �OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY ___ DATE CHECKED BY DATE SCALE VERTICAL Bm I Floor Beam L: 15 ft LDF: N GLB Cv= 1 .04 w=1 7.5'50= 575 pIf b: 5.13 wLL=1 7.5'40= 700 pIf k: I d: 1 1 .9 m x: 10 S:U 240 6LL:L/ 360 E: 2000 k51 M='/8wL2= 24.61 < 29.86 V=w(U2-d/1 2)= 5.70 < 12.06 IMIN= 664 < 735 S= O.GB IMIN(LL)= 797 > 735 8U-- 0.54 R=wU2= 6.56 PILL=WHU2= 5.25 5-1/4 x 1 1-7/8 P5L Footing: f-90a= 1 .35 P= 6.6 b=1(P/f5.10= 2.20 F2.5 Perimeter Ftg O.K. Bm 2 Roof Beam @ Rear L: 13 ft LDF: 5 GLB Cv= I .06 w=1 9'40= 760 pIf b: 5.1 3 wLL= 1 9'25= 475 pIf k: I d: 1 0.5 1n x: 10 S:U 240 8H:U 3GO E: 1800 k51 M='/8wL2= 16.06 <1 .1 5' 18.53 V=w(U2-d/12)= 4.25 <1 .151 9.50 IMIN= 417 < 494 S= 0.55 IMIN(LL)= 391 < 494 8LL= 0.34 R=wU2= 4.94 PILL=wLLU2= 3.09 5-1/8 x 1 0-1/2 GLB Footing: fSOIL= 1 .35 P= 4.2 b=q(P/f,.,)= I .76 Perimeter Ftg O.K. V 1/3 9/4/2020 gram-GV Yukon 9-3-20 i!E3S CUS`"IL"r�rir,tiny.•:iivicc ,�,... .-.. _ - - - -- - JARNOT ENGINEERING, INC. JOB---- GRANDVItW-1 UKON 2o-oa-107 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY _ DATE CHECKED BY DATE SCALE Bm 3 Front Porch Roof Beam L: 14 ft LDF: 5 GLD Cv= 1.07 w=3.5*40= 140 plf b: 5.13 WLL=3.5'25= 87"5 plf k: I d: 9.5 in x: 10 8:U 240 SLL:U 3GO E: !300 k5i M='/BwL2= 3.43 <1.1 5' G.20 V=w(U2-d/1 2)= 0.87 <1 .1 5* 5.92 WIN= 133 < 393 8= 0.24 IMIN(LL)= 125 < 393 8LL= 0.15 R=wU2= 0.98 RLL=WLLU2= O.G I Gx 10 DF2 Bm 4 Upper Wdw Hdr L: 4.0 ft LDF: 5 w= 19*40= 7GO plf d: 7.3 in M=1/8wL2= 1 .52 <1.1 5' 2.99 V=w(U2-d/1 2)= 1 .OG <1.1 5' 3.05 R=wU2= 1 .52 4x8 DF2 5m 5 Lvg Rm Wdw Hdr L: G.O ft LDF: 5 w=2 1 .5*40+10.5*50+GO= 1445 plf d: 7.5 In M=1/5wL2= G.50 <1.1 5* 5.8G G.74 V=w(U2-d/12)= 3.43 <1 .1 5* 4.14 R=wU2= 4.34 3-1/8 x 7-1/2 GLB Bm G Dncg Rm Wdw Hdr L: 4.0 ft LDF: 5 w=2 I*40+7'50+GO= 1 250 plf d: 7.3 in M=1/BwL2= 2.50 <1.15* 2.99 V=w(U2-d/1 2)= 1 .74 <1 .1 5' 3.05 R=wU2= 2.50 4X8 DF2 V 2/3 9/4/2020 seam-GV Yukon 9-3-20 r .._,"•IdSfi�`'i3c"P[. ."1,rii;['nrt ..rvfcc -_. e.. ...... i, _....,.... r- .-� r �,. JARNOT ENGINEERING, INC. JOB GRANDVILVV-YUKON 20-08-107 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY. __ DATE SCALE Bm 7 Garage Hdr L: 16 ft Of: 5 GLB Cv= 1 .03 w=1 2.5'40= 500 plf b: 5.13 wLL=1 2.5'25= 312.5 pIf k: I d: 1 2.0 in x: 10 S:U 240 5LL:U 360 E: 1800 k5i M=I/gwL2= 16.00 <1 .15` 24.60 V=w(U2-d/1 2)= 3.50 <1.151 10.86 IMiN= 512 < 738 S= 0.56 IMIN(LL)= 480 < 738 SLL= 0.35 PI=wU2= 4.00 PILL=wLLL/2= 2.50 5-1/8x 12GLB Bm 8 Garage Wdw Hdr L: 4.0 ft LDF: N w=1 2.5"40= 500 pIf d: 7.3 in M=l/8wL2= 1 .00 < 2.99 V=w(U2-d/1 2)= 0.70 < 3.05 R=wU2= 1 .00 4x8 DF2 V 3/3 9/4/2020 Beam-GV Yukon 9-3-20 n: NE65 C3i5l"INV*prin.0ig sc-Mrc ±=''._a:-i';,. —. —,. _ F 5_.. f' 1 H m SHION lV'd l.LOClXlS W v 4 N z o 6 0 W dA'� `NOIONI IXV A N Gp "'O m 4 �NO)l lk' SHWOH lk MACINVU0 � s o � l x o x�m�,u�,oW,rmrrc to WE w a a dd Few a cn jj ppy W �' E O K(�j yy11 Yp Z ° � u�� a �� u� •p" ��m C p � �W fu �� w Q �� a W XX in QJ - O ran a O rmr O3 yW1 ym a y� J OL V W 'I � ° ry � �� ZZ�3 W � mtll ��Z OCUP ms 2 � JEl �p All u�& Op 3a FF' 2 R U N J J F IRRVV 2 qlqcn mu mmm � � a U u IFwx � u Lu O p as u, aly V W (L co �w uI l C7 W Q z Ja m a :3 Q � z I x J W x V � d z m � 0 YN a J upp �W a s LL Q fOW T �u U) a a L a ZI Q Y- w N w o Ja �I i o a 3 • I a g a � z 3 dLL N d) LL z 31.E ° r 1B a � '-99-O u � �� °Q u Q y'n r x QQz WW °� R yQ a�Q m I JaZya =I Z IL QL Y • • mm Q WQ N 0 O Q JLL�(L W Z _ uu �rr yVQ IL�}]f1 YW� w p J Q z O[ B > W m AG taA rw `9 am II�O wLug QW Z m m W E^^ Z n � � 10 Z W F w J J Wa �_ W J m IC g° viZ66 L — d) F O z a d m ' ' . r .. . ° ° ^... - .' - ~ / � � S3±0N 2Vldf dA'� 'NOIONI\d ® )z & @ . e : e / ~ .NO/CU. ' SHWOH IA2IAJN�O § § § MAII&I u § � ) � - �\ P| i; §§ §7 |t22\ | § § |!% • �� / z q ! 2 ■ i! , a z ` ' § j 2 2 \)k\\ _ ] ■ ■!� � _ § §�/IL % § ��2 f § § / LL|k2§ 6K §e 0 @ \ |[ A 00 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUQTLJRES. THIS APPLICATION MUST BE ACCOMPANIED BYTWO(2)SETS OF CONSTRUCTION DRAINING$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: Lot 3, Plat: 4th St Arlington WA 98223 Alcazar ❑ Single-family ❑ Duplex ❑', Townhouse ❑ Addition Accessory structure Proposed Area: 181 Floor- 910 2nd Floor: 834 Garage: 440 Total SF: 2184 Describe Proposal (include cross street): Single Family Home Valuation: $218,400 Owner: Grandview Homes LLC PO BOX Arlington WA 98223 Address: City: _ State: Zip Code: Phone: 360-435-7171 Email: debbie@grandviewinc.net Applicant: Grandview Homes LLC PO BOX 159 Arlington WA 98223 Address: _ City: State: Zip Code: Phone: 3604357171 Email: debbie@grandviewinc.net _ Grandview Homes LLC Contractor: PO BOX 159 Arlington WA 98223 Address: City: State: Zip Code: Phone: 3604357171 Email: gv@grandviewinc.net Debbie Whitis GRANDHL848M7 7/25/2021 Contact Person: License Number: Expiration: Deceived NOV 0 4 2020 6/16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development ��Ll SOS 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 C�i Sink (1.5) x 5 ❑ Shower (2.0) x Lavatory (1.0) x 3 (✓� Clothes Washer (4.0) x 1 ❑ Water Closet(2.5) x Dishwasher (1.5) x 1 Gd Water Heater x 1 Q Hose Bibb (2.5) x z Water Heater Model # ❑ Other (list) x Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6116LP Page 2 of 3 Y ° RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: �l Furnace (80+) Model # AFUE Heat Pump Model# SEER HSPE �i AC Unit Model # SEER Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping Ol Boiler Solid-Fuel Appliance ❑ PV System �l Fireplace Insert E2 Outdoor BBQ Storage Tank QI Freestanding Stove br Gas Piping Other Gas Piping information Not Applicable: ❑ Pipe Material: Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: Date: 11/0312020 Print Applicants Name: DEBBIE WHITIS 6/16LP Page 3 of 3 ❑ z r b ❑ ❑ ❑ ❑ ❑ ❑ o H •v c �b ❑ ❑ Ln oil ❑ o � O tCi7H O yC y y '° H C7 ~ � cn n H ►o v� � r O z d 7o z O �. A ti ts7 cn Z '00 O H nj n •fl tv y y z O O C H a y o o< C O V n'C C Crorf -3-3 L"", to n Q 3 a � z now w za � � o y �' 77- �� a (Z w o u, -o O tv z C." a y N n Z H O z 'ti7 ❑ ❑ p L=7 ❑ \ z o 3 z 3 b b O rp ❑ � Y y 'j 3 "ti 70 0 a woo a y o o � z HV tz � •o �, x � a .j � �O � • � t� -o n z � � C NOTICE V TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 0 APPROVED PERMIT#: ❑ AM ❑ PM DATE: �, 2 JOB ADDRESS: ` ` r. - �s >T i.OT#: PROJECT:` It•r etl�_,( �'•_' `� 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 THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR )ATE 0 PLANNING 0 CIVIL O BUILDING CITY OF ARLINGTON CITY OF ARLINGTON • 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3532 912 E Fourth Street NE PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 31050200402300 Valuation:237165.52 OWNER APPLICANT CONTRACTOR GRANDVIEW HOMES LLC Grandview Homes,LLC GRANDVIEW INC. PO BOX 159 PO Box 159 P O BOX 159 ARLINGTON,WA 98223 Arlington,WA 98223 ARLINGTON,WA 98223 360-435-7171 360-435-7171 LIC:GRANDHL848M7 EXP:07/25/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2015 STORIES: 2 CONST.TYPE: VB DWELLING UNITS: 1 OCC GROUP: R3 BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL The issuance or granting of this permit shall not be construed to be a permit for,or approval of,any violation of this Code or any other ordinance or order of the City,of any state or federal law,or of any order,proclamation,guidance advice or decision of the Governor of this State. To the extent the issuance or granting of this permit is interpreted to allow construction activity during any period of time when such construction is prohibited or restricted by any state or federal law,or order,proclamation,guidance advice or decision of the Governor of this State,this permit shall not authorize such work and shall not be valid.The building official is authorized to prevent occupancy or use of a structure where in violation of this Code,any other City ordinances of this jurisdiction or any other ordinance or executive order of the City,or of any state or federal law,or of any order,proclamation, guidance advice or decision of the Governor.The building official is authorized to suspend or revoke this permit if it is determined to be issued in error or on the basis of incorrect,inaccurate or incomplete information,or in violation of any City ordinance,regulation or order,state or federal law,or any order,proclamation,guidance or decision of the Governor. I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY,NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Signature Print Name Date Released By Da e CONDITIONS SEE RED-LINED DRAWINGS.ADHERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS.ADHERE TO CITY OF ARLINGTON SD-140 FOR RESIDENTIAL ROOF DRAIN INFILTRATION TRENCH.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 01/13/2021 Building Permit Fee $2,651.30 01/13/2021 Park-Community SF $1,662.00 01/13/2021 Park-Mini SF $484.00 01/13/2021 Traffic Mitigation-City $3,355.00 01/13/2021 Fireplace/Insert/Wood stove $15.00 01/13/2021 Forced Air Heat $15.00 01/13/2021 Gas Piping/Units $15.00 01/13/2021 Processing/Technology Fee $25.00 01/13/2021 Bath/Shower or Shower Only $30.00 01/13/2021 Clothes Washer $15.00 01/13/2021 Hose Bib/Roof Drains $30.00 01/13/2021 Lavatory $45.00 01/13/2021 Plumbing Misc. $15.00 01/13/2021 Sinks/Toilets/Urinals/Disposal $75.00 01/13/2021 Water Heater $25.00 01/13/2021 State Building Code Surcharge Fee $6.50 01/13/2021 Building Plan Review Fee $1,723.35 Total Due: $10,187.15 Total Payment: $10,187.15 Balance Due: $0.00 CALL FOR INSPECTIONS Call by 3:30 pm for next day inspection,allow 48 hours for Fire Inspections When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Site Plan For: Address: Grandview Homes, LLC Lot 3 Arlington, WA 98223 4-Lot Short Plat Plan: YUKON North Land Unit Area=4,312 S.F. Scale= l"=2090" 2.50 raY M ra NE Notes: 1. Roof and Footing Drains to E. 4th Street be connected to development Drainage System. 2. See The 4-Lot Short Plat Approved Construction Plans NOV Q 4 %020 for erosion Control measures and all road widths. ARLINGTON SCHOOL DISTRICT NO. 16 145134 LOCAL RECEIPT DATE ana Receivedfrom—(]q rldA'P60 libYrPS Fore gcdtlon - Pe_rvn+ 6 3 53 L , 353a,+3535 ACCOUNT ODE AMOUNT $ DO CASH CHEC y IMa 1�3d1 Ily 1 1}�1� j, J -"mot i MD BANK DATE AMOUNT Permit#: 3532 Permit Date: 11/05/20 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Grandview Homes Lot 3 Applicant Name: Grandview Homes, LLC Applicant Address: PO Box 159 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Debbie Whitis Phone: 360-435-7171 Email: debbie@grandviewinc.net Scope of Work: New SFR Valuation: 237165.52 Square Feet: 2184 Number of Stories: 2 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 01/13/2021 Permit Expires: 07/12/2021 Form Permit Type: Status: LASERFICHE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning GRANDVIEW 100 SINGLE 31050200402300 912 E 4TH ST NE AFN#202012315004 HOMES LLC FAMILY RESIDENCE Contractors Contractor Primary Contact Phone Address Contractor Type License License# GRANDVIEW INC. 360-435-7171 P O BOX 159 CONSTRUCTION Labor and GRANDHL848M7 CONTRACTOR Industries Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 12/06/2021 R20.SFR/DUPLEX 12/07/2021 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 11/05/2020 RESIDENTIAL SINGLE BUILDING FAMILY 11/05/2020 RESIDENTIAL SINGLE Josh Grandlienard FAMILY 11/05/2020 RESIDENTIAL SINGLE Nova Heaton FAMILY Fees Fee Description Notes Amount Building Permit Table 4-1 $2,651.30 Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family $484.00 Traffic Mitigation-SF Single Family $3,355.00 Fireplace/Insert/Woodstove $15.00 Forced Air Heat fee per Btu $15.00 Gas Piping/Units Enter#of units $15.00 Processing/Technology $25.00 Bath/Shower Combo $30.00 Clothes Washer $15.00 Hose Bib $30.00 Lavatory Toilet&Sink Only $45.00 Plumbing Misc. Not otherwise specified 1 dishwasher $15.00 Kitchen Sink&Disposal $75.00 Water Heater(Tank) $25.00 State Surcharge- 1st DU Residential- 1st Unit $6.50 Building Plan Review Table 4-2 $1,723.35 Total $10,187.15 Attached Letters Date Letter Description 01/13/2021 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 01/13/2021 Grandview Homes,LLC Check#8248 Kristin Foster $10,187.15 Outstanding Balance $0.00 Notes Date Note Created By: 01/13/2021 Received a copy of the ASD Impact Fee receipt-uploaded. Kristin Foster 01/12/2021 As-built drawings approved. 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