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910 E 4TH ST NE_BLD3533_2026
CIT'Y OF ARLINGTON ♦ 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 910 E Fourth Street Permit#: 3533 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 31050200402300 DATE OF ISSUANCE. OWNER APPL1 CANT Valuation:237165.52 GRANDVIEW HOMES LLC Grandvie CONTRACTOR w Homes,LLC PO BOX 159 PO Box 159 GRANDVIEW INC. ARLINGTON,WA 98223 Arlington, WA 98223 P O BOX 159 360-435-7171 ARLINGTON,WA 98223 360-435-7171 MECHANICAL CONTRACTOR LIC:GRANDHL848M7 EXP:07/25/2022 PLIJ (RING CONTRACTOR LIC#: EXP: LIC#: JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: STORIES: 2 2015 DWELLING UNITS: 1 CONST. TYPE: VBOCC 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 other ordinance or order of the City,of any state or federal law,or of any order,proclamat violation of this Code or any ion,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 UNTII,SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRCI 10. SALES TAX 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 CONDITIONS ale r k-, ���, t SEE RED-LINED DRAWINGS.AD. )tE TO APPROVED PLANS.APPROVED R �OPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS. ADHaP..E TO CITY OF ARLINGTON SD-140 r011 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 CONSTRUCTIC>N ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS, MARQUEES, ETC-) WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description 01/13/2021 Building Permit Fee Fee Amount 01/13/2021 Park-Community SF $2,651.30 01/13/2021 Park-Mini SF $1,662.00 01/13/2021 Traffic Mitigation-City $484.00 01/13/2021 Fireplace/lnsert/Woodstova $3,355.00 01/13/2021 Forced Air Heat $15.00 01/13/2021 Gas Piping/Units $15.00 01/13/2021 Processing/Technology Fee $15.00 01/13/2021 Bath/Shower or Shower Only $25.00 01/13/2021 Clothes Washer $30.00 01/13/2021 Hose Bib/Roof Drains $15.00 01/13/2021 Lavatory $30.00 01/13/2021 Plumbing Misc. $45.00 01/13/2021 Sinks/Toilets/Urinals/Disposal $15.00 01/13/2021 Water Heater $75.00 01/13/2021 State Building Code Surcharge Fee $25.00 01/13/2021 Building Plan Review Fee $6.50 $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 � ti - � �� �. �, Permit#: 3533 Permit Date: 11/05/20 Project Name: Grandview Homes Lot 4 /A�� Company/Applicant Name: Grandview Homes, LLC U( Company/Applicant Address: PO Box 159 City, State, Zip: Arlington, WA 98223 " Contact: Debbie Whitis ��, = 7il Phone: 360-435-7171 d`{ Email: debbie@grandviewinc.net �n l n/7, l Permit Type: Single Family Residence (f/ Valuation: 237165.52 Square Feet: 2184 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 90R+4TH ST FAMILY HOMES LLC 4110 RESIDENCE Contractors Contractor Primary Contact Phone Address Contractor Type License License# GRANDVIEW INC. 360-435-7171 P O BOX 159 CONTRACTOR Labor and GRANDHL848M7 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 l 1/05/2020 Residential Dwelling Nova Heaton In Review Fees Fee Description Notes Amount Building Permit Fee "rabic 4-1 $2,651.30 Park-Community SF Single Family $1,662.00 Park-Mini SF Single Family 5484.00 Ttuffic Mitigaliun-City Single Family $3,355.00 Fireplace/Insert/Woodstove $15.00 Forced Air Heat fee per Btu $15.00 Gas Piping/Units fee per units $15.00 Processingfrechnology Fee 525.00 Bath/Shower or Shower Only $30.00 Clothes Washer $15.00 Hose Bib/Roof Drains $30.00 Lavatory Toilet&Sink Only 545.00 Plumbing Misc. Not otherwise specified I dishwasher $15.00 Sinksfroilets/Urinals/Disposal Sinks-Kitchen,Bar,Service,Bath, $75.00 Handwash Water Heater Tank or Tankless 525.00 State Building Code Surcharge Fee Residential- 1 st Unit $6.50 Building Plan Review Fee Table 4-2 $1,723.35 Total 510,187.15 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUM13ING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. Project Address: 4th St Arlington WA Lot 4 Plat: Alcazar Z Single-family ❑ Duplex ❑ Townhouse ❑ Addition I:k Accessory structure Proposed Area: 1 st 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 159 ARLINGTON WA 98223 Address: _ City: State: Zip Code: Phone: 3604257171 Email: debbie@grandviewinc.net Applicant: Grandview Homes LLC PO BOX 159 ARLINGTON WA 98223 Address: Pn Rnx i sg City: State: Zip Code: . Phone: Email: 3604257171 debbie@grandviewinc.net Contractor: Grandview Homes LLC,' PO BOX 159 Arlington WA 98223 Address: City: _ State: Zip Code: Phone: , Email: 360-435-7171 gv@grandviewinc.net - _ -- Debbie Whitis GRANDHL848M7 7/25/2021 Contact Person; _ License Number: Expiration: 6116LP 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 1 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) K Bath/Shower Combo (4.0) x 2 Sink (1.5) x 5 FJ 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 [YA Water Heater x 1 . L� Hose Bibb (2.5) x 2 Water Heater Model # Other (list) x Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: • All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6/16LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington• 18204 59th Ave AYE •Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: 2 Furnace (80+) Model # AFUE ❑ Heat Pump Model # SEER HSPE ❑ AC Unit Model # SEER ❑ Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping ❑ Boiler ❑ Solid-Fuel Appliance ❑ PV System Fireplace Insert ❑ Outdoor BBQ ❑ . Storage Tank U Freestanding Stove Gas Piping ❑ Other 1 ' 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: DEBORA WHITIS 6/16LP Page 3 of 3 MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN ------------------------ -----tARD I Y DRAIN OWN PLAN VIEW SOLID PIPE �OURRNED 'TSCTIONELBOW IROOFDRAIN GEOTEXTILE ON A TOP AND SIDES 4' PERFORATED PIPE 6" MIN 4" TEE 2' MIN -� 0.00MWrl MIN PLUG WITH 1/2" ---WASHED ROCK1' MIN _ 3/4"-1 1/2" - MIN CENTERED HOLE ` FINE MESH -YARD DRAIN OR CB SCREEN SUMP W/SOLID LID 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 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 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 MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. G`,ty U� APPROVED BY L OLIVE DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL DATE 07/31/2006 STANDARD DETAIL NUMBER • • REF SUN SPEC RESIDENTIAL ROOF DRAIN INFILTRATION SD- 140 VING'. TRENCH Site Plan For: Address: Grandview Homes, LLC Lot 4 Arlington, WA 98223 4-Lot Short Plat Plan: YUKON North Land Unit Area=4,312 S.F. Scale= 199-201059 lC'/r9 r i o N Cf r�C+1C( N 00 � r Notes: 1. Roof and Footing Drains to E. 4' Street be connected to development Drainage System. 2. See The 4-Lot Short Plat Received Approved Construction Plans for erosion Control measures NOV 0 4 2020 and all road widths. OFFICE COPY 'ti� '� v T I ■ • ■ 1 1 , �- 1 MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN ------------------------ ------ I I YARD DRAIN DON PLAN VIEW SOLID PIPE ORR"T""DSECTIONELBOW ROOF DRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN T 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 i v- YARD DRAIN OR CB FINE MESH T SCREEN SUMP W/SOLID LID 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 19090 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. Y 5. SLOPES GREATER THAN 25 PERCENT HAVE A opy MINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHjliN � APPROVED BY L OUVE DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL DATE D7i31izDDB STANDARD DETAIL NUMBER REF STAN SPEC RESIDENTIAL ROOF DRAIN INFILTRATION SD- 140 �0 TRENCH i• ;:i I I �� I � - -��t , -� ,., � �_ �� ;; Simple Heating System Size: Washington State This heatina system sizing calculator is based on the Prescriptive Reguirelnents of the 2015 Washington Stale Energy Code(WSEC)and ACCA Manuals J and S.This calculator will calculate heating loads one ACCA procedures for sizing cooling systems should be used to determine cooling loads. The glazing(window)and door portion of this calculator assumes the installed glazing and door products have an area weighted average U-factor of 0.30. The incorporated insulation requirements are the minimum prescriptive amounts specified by the 2015 WSEC. Please fill out all of the green drop-downs and boxes that are applicable to your project.As you make selections in the drop-downs for each section, some values will be calculated for you. If you do not see the selection you need in the drop-down options,please call the WSU Energy Extension Program at(360)956-2042 for assistance. Project Information Contact Information Yukon IGRANDVIEW HOMES,LLC Heating System Type: O All Other Systems O Heat Pump To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions — Design Temperature Difference(AT) 47 Marysville i AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building Conditioned Floor Area I"r,l'F'Gtions Conditioned Floor Area(sq ft) 1,744 Average Ceiling Height Conditioned Volume Instruction' Average Ceiling Height(ft) 8.5 14,824 Glazing and Doors U-Factor X Area = UA Instructions 0.30 163 48.90 Skylights U-Factor X Area = UA Instructions 0.50 --- Insulation Attic U-Factor X Area = UA InstructionsR-49 -- - 0.026 834 21.68 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA IfltitrllGQiUflS No Vaulted Ceilingsin this peoject. �� '-' Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions R-21Intermediate 0.056 27674 116.14 Floors V-Factor X Area UA Inslruc:tions 0.025 910 22.75 Below Grade Walls(see Figure 1) U-Factor XI�Area UA ICi51C'llFflOf15 t No Below Grade Walls in this project --- Slab Below Grade(see Figure tl F-Factor X Lelti 1 UA Instructions .µ No Slab Below Grade in this project, � '-- Slab on Grade(see Figure ll F-Factor X Leh UA Instructions t. No Slab on Grade in this project. Location of Ducts Instnrct.ions Unconditioned Space Duct Leakage Coefficient 1.10 Sum of VA 209.48 Envelope Heat Load 9,845 Btu I Hour Figure 1. SumofUAXAT Air Leakage Heat Load 7,525 Btu!Hour Volume 06XATX 018 Above Grade _ Building Design Heat Load 17,370 Btu/Hour Air Leakage+Envelope Heat Loss Building and Duct Heat Load 19,107 Btu I Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1 10 Dusts in conditioned space:Sum of Building Heat Loss X i Maximum Heat Equipment Output 26,750 Btu I Hour OFFIC Building and Duct Heat Loss X 140 for Forced Air Furnace E C oPY Building and Duot Heat Loss X 125 for Heat Pump (07101113) ■ I �! �t�f� ��� -i�� � i� � Window, Skylight and Door Schedule Project 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.) 0.30 11 3 1 1 21.0 6.30 Exempt Glazed Fenestration (15 sq. ft. max.) 7 aol 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA 0.30 aol 0.00 Livinq Room 0.30 1 6 ° 5 ° 30.01 9.00 Dining Room 0.30 1 4 ° 4 ° 16.0 4.80 Kitchen 0.30 1 4 ° 3 6 14.0 4.20 Garage 0.30 2 4 ° 4 ° 32.0 9.60 Bedroom 3 0.30 1 4 ° 4 ° 16.0 4.80 Bedroom 2 10.30 1 4 ° 4 ° 16.01 4.80 Master Bath 0.30 1 2 ° 3 ° 6.0 1.80 Bedroom 2 0.30 1 5 ° 1 6 7.5 2.25 Living Room 0.30 2 1 15 1 6 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 0.01 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 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 1 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 Q.30 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 030 0.0 0.00 0.30 0.0 0.00 0.30 0.0 0.00 0.30 1 0.00 0.30 0.0 0.00 0.30 0.0 0.00 Sum of Vertical Fenestration Area and UA 1 142.0 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) 1 163.01 48.90 Prescriptive Energy Code Comrlkance for All Climate Zones in Washingtr^, Project Information Contact lntorma. 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 Date AII,Climate Zones R-Valuea U-Factor' Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a Q.50 Glazed Fenestration SHGCb,e n/a n/a Ceilingk 491 0.026 Wood Frame Wall9,m," 21 int 0.056 Mass Wall R-Value' 21/21' 0.056 Floor 309 0.029 Below Grade Wall" 10/15/21 int+TB Q.042 Slab R-Value &Depth 1 Q, 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 300 square feet of fenestration area. Additions to existing building that are greater than 5Q0 square feet of heated floor area but less than 1500 square feet. �]2. Medium Dwelling Unit: 3.5 credits All dwelling units that are not included in#1 or#3. Exception: Dwelling units serving R-2 occupancies shall require 2.5 credits. ❑3. Large Dwelling Unit: 4.5 credits Dwelling units exceeding 5000 square feet of conditioned floor area. ❑4. Additions less than 500 square feet: .5 credits Table R406.2 Summary Option Description Credit s 1a Efficient Building Envelope la 0.5 Q 0.5 1 b Efficient Building Envelope lb 1.p ❑ 1 c Efficient Building Envelope 1 c 2.0 ❑ 1d Efficient Building Envelope 1d' 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 [� 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 0 1.0 3b High Efficiency HVAG 3b 1.0 [l 3c High Efficiency HVAG 3c 1.5 �] 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAQ Distribution System 1.0 �] 5a Efficient Water Heating 5a 0.5 0.5 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 1.5 5d Efficient Water Heating 5d 0.5 ❑ 6 Renewable Electric Energy '0.5 *1200 kwh 0.0 Total Credits 3.50 *Please refer to Table R406.2 for complete option descriptions Table R402.1.1 Footnotes For SI; 1 foot .= 304.8 mm, ci ._ tinuous insulation, int .= intermediate fra, a R-values are minimums. U-factors and SHGC are maximums. When insulation is installed in a cavity which is less than the label or design thickness of the insulation,the compressed R-value of the insulation from Appendix Table A101.4 shall not be less than the R-value specified in the table. b The fenestration U-factor column excludes skylights. The SHGC column applies to all glazed fenestration. "10/15/21.+TB" means R-10 continuous insulation on the exterior of the wall, or R-15 on the continuous insulation on the interior of the wall, or R-21 cavity insulation plus a thermal break between the slab and the basement wall at the interior of the basement wall. "10/15/21.+TB" shall be permitted to be met with R-13 cavity insulation on the interior of the basement wall plus R-5 continuous insulation on the interior or exterior of the wall. "10/13" means R-10 continuous insulation on the interior or exterior of the home or R-13 cavity insulation at the interior of the basement wall. "TB" means thermal break between floor slab and basement wall. d R-10 continuous insulation is required under heated slab on grade floors. See R402.2.9.1. e There are no SHGC requirements in the Marine Zone. 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. . 4 1 JARNOT ENGINEERING, INC. JOB - - P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE_ CHECKED BY - DATE_ SCALE_ PROJECT: `YUKON' RE5IDENCE (GU — LOCATION: AKLINGTON, 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: 55= 1 .03, 5,=0.37 DESIGN CATEGORY D, SITE CLA55 D Received DEAD LOADS: NOV 0 4 2020 ROOF: 15 P5F1✓ ,5�� FLOOR: 10 P5F SOIL. v , BEARING: 1500 PSF x LATERAL: _. iiaa �n N�� F�c ECOPY �� � 11 � � r• • I ;w; 1 i � �� i i i .� � 1 I JARNOT ENGINEERING, INC. w YUKON 20-08-10-1 P.O. Box 704 BHEUND. 2 O MONROE, WA 98272 PH.(360)863-1831 «�►�°BY DATE CIEM BY —DATE - sm Q Q n LL = I i/n o0 sr �- � • U 1, d®v Ij , N � 1 II 4 .9 mWu �1 N U ki LO Q ,1 0 2-.II 1 .Ztdy 1 �•Y a .�. _ ', - i` e I-. 41- 1 p p C I o g I 1 1 ------ a ® w 73 ® w .zz W 0. n } ry � — — Q a Ul a: N I � •}'ti JARNOT ENGINEERING, INC. aB GV YUKON 20-08-10-1 P.O. Box 704 WWN0. 3 OF MONROE, WA 98272 PH.(360)863-1831 CA U MDBY - DAN CiEM BY —DATE SCALE 0 LL 0 u LU W J (L U .se .zn c-.e �� — Y W1 2/0 0�•. N n C N N® o pil N ® A, v-9- F It N F4 ® t 1 1 R v����� g ,l1 au pill N .6 ❑ JE _ N W J W 7 N N W 0_ W Q. 1- F- J J Q Q W A . � r.. JOB GRANDVIEvy -YUKON 20-08-I o7 JARN®T ENGINEERING, INC. P.O. Box 704 SHEET NO. OF MONROE, WA 98272 1 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE LATERAL WIND: ValUes for 5implifled method from A5CE7-10 Figure 28.G-I Vult= 1 10 MPH UP. B I: 1 .0 Roof pitch: G :1 2 Mean Roof Height: 23.0 kb: 1.0 Wind pressures: (ASD) Eave height: 16.0 Wall corner: 15.0 [Zone A] Min horiz plan dim: 24.0 Wall main: 10.9 [Zone C] k= 1 .00 Roof corner: 2.4 [Zone B] 2a= G.O 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 9.0 GG I G -- 130 V I= 9.0 98 38 -- 90 VAR= 4.5 5.0 G 1 18 -- 95 II TO RIDGE (plf) Gable Hip Dormer Gable Hip (ASD) HWALL HROOF HROOF HWALL Main Corner Corner 10 p5f 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 Min 1 .49 1 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 .G9 13 90 2.8G 1 .B 0.95 13 98 a 38 10 GI 3.OG Min I .G9 13 90 10 95 3.81 1 .0 0.00 10 G I a 18 0.72 Min 0.001 10 95 0.95 WIND 111 9/4/2020 Lateral-GV Yuk-9-3-20 JARNOT ENGINEERING, INC. JOB GRANDVIEyv -YUKON 20-08-107 P.O. Box 704 SHEET NO. d 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 A513) K 55: 1 .03 Fa= 1 .09 [Site Cla55 D] K: G.5 SM5=Fa55= 1 . 12 I: 1 .0 SD5=2/3 5M5= 0.75 Snow load: 25 p5f 5e15m1c DL= 0 [.20' 5n 1f 5n>30] WEIGHT: FLR 2 ROOF 1 5PSF(24'35)= 12.GO Story Ht: 8 EXT WALLS 8PSF'4'2(2G+35)= 3.90 INT WALLS 7F5F'4(-I)(2G+35)= 1 .71 W= 18.2 PLK I Story Ht: 8 ROOF: 15P5F(I 8'4+20.22)= 7.G8 FLOOR IOPSF(2G'35)= 9. 10 EXT WALLS 8PSF'9'2(2G+35)= 5.78 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 Efl Ew, Ef1/Ew, I Fpx/Wpx I Fpx 2 18.2 17 309.G 2.05 2.05 18.2 0.113 0.113 2.05 28. 1 9 253.2 1 I .G8 3.73 4G.3 0.080 0.105 2.94 4G.3 E= 5G3 3.73 FF')WPx =0.2'0.7'5D5'I'Wpx= 0. 105 fWwrx =0.4'0.7'51)5'I'Wpx= 0.209 EQ 1/2 9/4/2020 uteml-GV Yukon 9-3-20 r � - � JARNOT ENGINEERING, INC. JOB GRANDVILvy -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 => COMPII65 Redundancy Check b: Min bays >2 Complies Overall: Complies Line %Vst V Lw Perimeter Bays 2.A 0.50 1 .03 27.9 Y 7.0 2.13 0.50 1 .03 31 .0 Y 7.8 ELw= 58.9 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 j V %Vst Lw Perimeter Bays I 1 .03 0.45 1 .78 0.48 19.9 Y 5.0 I .B 1 .03 0.50 I .8G 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 => compiles Redundancy Check b: Min bays >2 => Compiles Overall: Compiles Numbered Lmes: p= 1 .0 Lettered Lines: p= 1 .0 EQ 2/2 9/4/2020 lateral-GV Yukon 9-3-20 r,,..,--,..-...:,;acg;C�:5",r Is:•,;rirtiliy servir -: :- -_. ... ,...... �.. .. ...... .:. �........ �:.._-- JARNOT ENGINEERING, INC. JOB 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 2.1 E= 1 .03 p= 1 .0 TYPE: P W= 1 .75 WMIN= 1 .45 L= 18.9 H= 8 ve=E/L= 54 <230 WALL TYPE I A vw=W/L= 93 De5ign=0.7 I v= GG <230 <= WALL TYPE I A TOT_e=veH= 0.43 TOT-W=vWH= 0.74 OK- No HOICIOW115 Read 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 De5ign=0.7 I v= 70 <230 <= WALL TYPE I A TOT-E=veH= 0.4G TOT-W=vWH= 0.79 OK- No Holdown5 Read Short Segment 5hearwall5 (<2:1 aspect ratio for 505MIC loads) 15DPW5 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 I Short Segment 5hearwalle (<2: 1 aspect ratio for wind loads) (SDPWS 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 I LINE 2.A E= 1 .03 P= I .0 TYPE: P W= 0.95 WMIN= I .G9 L= 27.5 H= 8 ve=E/L= 37 <230 WALL TYPE I A vw=W/L= G I De5i6jn=0.71 v= 43 <230 <= WALL TYPE I A TOT-E=veH= 0.29 TOT-W=vwH= 0.48 OK- No Holdown5 Redd L 1/4 9/4/2020 lateral-Gv Yukon 9-3-20 ,. NESS USTC Rp..':,fM1rtine; _r•icc it =-. _ ...._..5,. ...... ..-.....,. :-...,....- :.. - n JOB GRANDVIEv� - YUKON 20-08-107 JARNOT ENGINEERING, INC. P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE LINE 2.13 E= 1 .03 p= 1 .0 TYPE: f 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= 1 .8G p= 1 .0 TYPE: P W= 3.72 <= WMIN= 3.OG V= 3720 L= 17.0 H= 8 v= 219 AB: v= 219 <285 1/2" AB @ 32" oc 4 ve=E/L= 110 <230 WALL TYPE I A vw=WIL= 219 De5Ign=0.7 I v= 155 <230 <= WALL TYPE I A TOT-E=veH= 0.68 TOT-W=vwH= 1 .75 E: (.G-.1 45D5) DL=(.G-.145D5)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 E: Uplift= O.G2 W: Uplift= 1 .44 <= LSTHD8 EIW: Perforated Wall 5egment5 4 E Wall E Open Max h %L %H Co vDE5 5W Type Uplift Holdown AB Len AB AB Spa 12.3 4.0 3.5 0.75 0.44 0.93 118 IA 0.94 12.3 118 1/2@48 12.3 4.0 3.5 0.75 0.44 0.93 I G5 I A 1 .85 STHD 10 12.3 23G 1/2@32 L 2/4 9/4/2020 lateral-GV Yukon 9-3-20 i'"-m printing sen:"sce JARNOT ENGINEERING, INC. JOB GRANDVIEW -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 .8G p= 1 .0 TYPE: P W= 3.72 <= WMIN= 3.06 V= 3720 L= 17.0 H= 8 v= 213 AB: v= 2 1 9 <285 1/2" AB @ 32" oc a ve=E/L= 1 10 <230 WALL TYPE I A vp,=W/L= 219 De5ign=0.7 I v= 155 <230 <= WALL TYPE I A Tor-E=vel1= 0.88 TOT-W=VN,H= 1 .75 E: (.G-. 145D5) DL=(.G-. 145D5)W(Lw/2+--Lo)= 0.25 W: .G DL=.GW(Lw/2+-Lo)= 0.30 W=4".01 +.OG= 0. 10 Lw= 4.0 Lo= 3.0 E: Uplift= O.G3 W: Uplift= 1 .45 <= 5THD 10 E/W: Perforated Wall Segments 4 E Wall E Open Max h %L %H Co VDE5 5W Type Uplift Holdown AB Len AB AB Spa 10.5 9.0 G.7 0.54 0.84 0.59 18G IA 1 .49 10.5 18G 1/2@48 12.5 G.0 5.0 O.G8 O.G3 0.78 19G 113 2.24 5THD 10 10.5 333 1/2@24 LINE I .A E= 1 .78 p= 1 .0 TYPE: P W= 2.45 WMIN= 2.8G <= V= 28GO L= 19.9 H= 8 v= 144 AB: v= 144 <1 90 1/2" AB @ 48" oc a ve=EJL= 89 <230 WALL TYPE I A vw=W/L= 144 De5lcgn=0.7 I v= 102 <230 <= WALL TYPE I A TOT-E=veH= 0.72 TOT-w=vwH= 1 . 1 5 OK- No NOldown5 Recjd L 3/4 9/4/2020 lateral-GV Yukon 9-3-20 JARNOT ENGINEERING, INC. JOB 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 1 .13 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 <190 1/2" AB @ 48" oc ve=E/L= G8 <230 WALL TYPE I A vw=W/L= 139 De5ign=0.71 v= 99 <230 <= WALL TYPE I A TOT-E=veH= 0.54 TOT-w=vwh= 1 .1 1 OK- No Holdown5 Recjd 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 AB: v= 43 <190 1/2" AB @ 48" oc 4 ve=E/L= 4 <230 WALL TYPE I A vw=W/L= 43 De5lcgn=0.71 v= 31 <230 <= WALL TYPE I A TOT-E=veH= 0.03 TOT-w=vwH= 0.39 OK- No Holdown5 Recjd L 4/4 9/4/2020 Lat-1-cv Yukon 9-3-20 „ -111EB2 CU4.--N ^.Tinting .__- wrjd"..._:.....,_.r :;.. ....... :cn. -i.. -. JARNOT ENGINEERING, INC. JOB GRANDVI, Y-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 1 Floor Beam L: 15 ft LDF: N GLB Cv= 1 .04 w=1 7.5'50= 575 plf b: 5.13 wLL=1 7.5'40= 700 PH k: I d: 1 1 .9 In x: 10 B:L/ 240 8LL:L/ 360 E: 2000 k5I M=1/8wL2= 24.61 < 29.86 V=w(U2-d/12)= 5.70 < 12.06 IMIN= 664 < 735 8= 0.68 IMIN(LL)= 797 > 735 8LL= 0.54 R=wU2= 6.56 RLL=wLLU2= 5.25 ' 5-1/4 x 1 1-7/8 P5L Footing: f501L= 1.35 P= 6.6 b=q(P/f5O10= 2.20 F2.5 Perimeter Ftg O.K. G Roof Beam @ Rear L: 13 ft LDF: 5 GLB Cv= I .06 w=1 9'40= 76O pIf b: 5.13 wLL=1 9'25= 475 pIf k: I d: 1 0.5 In x: 10 8:U 240 8H:U 360 E: I800 k5I M=I/BwL2= 16.06 <1.15' 18.83 V=w(L/2-d/12)= 4.28 <1.1 5` 9.50 IMIN= 417 < 494 8= 0.55 IMIN(LL)= 391 < 494 8LL= 0.34 R=wU2= 4.94 P,LL=wLLU2= 3.09 5-1/8 x 10-I/2 GLB Footing: fSO11-= 1.35 P= 4.2 b=q(P/f501)= 1 .76 Perimeter Ftg O.K. V 1 /3 9/4/2020 Beam-GV Yukon 9-3-20 . .:.._..-. NE65�dMC iti ^ri�;�ing sCwict .-.__ ..- �....- ... - ,_. .......,.._.x•:+, J -. JARNOT ENGINEERING, INC. JOB GRANDVILVV-YUKON 20-08-107 P.O. Box 704 SHEET NO._ �" r.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 GLB Cv= 1.07 w=3.5'40= 140 pIf b: 5.13 wLL=3.5'25= 87.5 pIf k: I d: 9.5 in x: 10 8:U 240 8LL:U 360 E: 1300 ksi M='/8wL2= 3.43 <1 .1 5` 6.20 V=w(U2-d/12)= 0.87 <1 .1 5' 5.92 IMIN= 133 < 393 8= 0.24 IMIWLL)= 125 < 393 SLL= 0.15 R=wU2= 0.98 RLL=wLLU2= 0.6 I 6x I O DF2 Bm 4 Upper Wdw Hdr L: 4.0 ft LDF: 5 w=19'40= 760 pIf d: 7.3 in M=i/8wL2= 1 .52 <1.1 5' 2.99 V=w(U2-d/12)= I.06 <1 .1 5' 3.05 R=wU2= 1 .52 4x8 DF2 Bm 5 Lvg Rm Wdw Hdr L: 6.0 ft LDF: 5 w=21 .5'40+10.5"50+60= 1445 pIf d: 7.5 in M=i/8wL2= 6.50 <1.1 5" 5.86 6.74 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 6 Dng Rm Wdw hdr L: 4.0 ft LDF: 5 w=2 1'40+7`50+60= 1 250 pIf d: 7.3 in M='/8wL2= 2.50 <1.1 5" 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 Beam-GV YA..9-3-20 • 1 JOB GRANDVIwV-YUKON 1 20-08-1 07 JARNOT ENGINEERING, INC. P.O. Box 704 SHEET NO. + OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY- DATE SCALE Bm 7 Garage 116lr L: 16 ft LDF: 5 GLB Cv= 1 .03 w=1 2.5'40= 500 pIf b: 5.13 wLL=1 2.5"25= 312.5 pIf k: I d: 1 2.0 In x: 10 8:U 240 BLL:U 360 E: 1800 k5i M=1/ewL2= 1 6.00 <1.1 5" 24.60 V=w(U2-d/12)= 3.50 <1.15- 10.86 IMIN= 512 < 738 S= 0.56 IMIN(LL)= 480 < 738 SLL= 0.35 R=wU2= 4.00 RLL=wLLU2= 2.50 5-1/8 x 12 GLB Bm 8 Garage Wdw hdr L: 4.0 ft LDF: N w=1 2.5'40= 500 pIf d: 7.3 In M=I/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 B—-GV Yukon 9-3-20 Lj � SHION IV L�nxiS} o o dA'� `NO LJNI72Id o N ►� e ,NO)IM. ' SHWOH /k RIACINd2IO PH ' o .".. ww 3ioWarozozo iwl x s � QIP s goy a � WSe o ° pn °� S pa '�zy` RWw v af PopE x in JQQ � � �� � �`w w0 wJ w~ � 4 ❑b� w �� oj �Q� ag ❑� n p�C° u °$W U ❑ O wad ua -49 W w u 4 f a a rr W \4 a oo J a 0 1 Q Q Q Z m � • J i a r m❑ m a Q W N Q m J W x N F m N m IL J LL (n a QF W� Q� a • • � ;� w LLa�O � N z `� m ❑ z C� a $ um oa u Q p x(K n n� a o Q JaFQ m a�srca m 2 cn W • a lu— � � ° Ma as LLJ 0- w W x O as-4IV IL 66J�Z� w� � _ � J � LL' �� ��Z ��=W r N J � ❑ O S31ON 2VUCI±DClk1S {7k) /)J± dAk 'NOLONI\d { )� .NO\CU.' S3WOH AkHIAUNV'dD - - - - - - *,_m_._■ 2 e KG §IL -� §| Ep q ] f§T §T222 § G )§ � & Of | a! � ! . § f/ 22W 2 \) 2 §]f | 4 ■te - � 9& K@ m (k 7� 2�7�/ e � E G RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION, DECK, OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BYTWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. 4th St Arlington WA Lot 4 Alcazar Project Address: Plat: (06 Single-family ❑ Duplex ❑; Townhouse ❑ Addition �. Accessory structure Proposed Area: 1" Floor: 910 2na Floor: 834 Garage: 440 _ Total SF: 2184 Describe Proposal (include cross street): Single Family Home Valuation: $218,400 Owner: Grandview Homes LLC PO BOX 159 ARLINGTON WA 98223 Address: . City: State: Zip Code: Phone: 3604257171 Email: debbie@grandviewinc.net Applicant: Grandview Homes LLC PO BOX 159 ARLINGTON WA 98223 Address: Pn Roy i sn City: ` _ State: Zip Code: 3604257171 debbie@ grandviewinc.net Phone: Email: _ Grandview Homes LLC Contractor: PO BOX 159 Arlington WA 98223 Address: City: . State: Zip Code: Phone' 360-435-7171 Email: gv@grandviewinc.net Debbie Whitis GRANDHL848M7 7/25/2021 Contact Person: License Number: Expiration: 6/16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development 7 ( City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 R1`Y" 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 5 ❑ Shower (2.0) x Ek Lavatory (1.0) x 3 Ik Clothes Washer (4.0) x 1 Water Closet(2.5) x Dishwasher (1.5) x Water Heater x 1 Hose Bibb (2.5) x 2 Water Heater Model # ❑ Other (list) x Plumbing Section Continued Proposed Water Piping Size: Proposed DWV Material: Proposed Piping Material: Proposed DWV Size: • Ali 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/f 6LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development IN V�O' 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 Q Heat Pump Model# SEER HSPE 0; AC Unit Model# SEER Q Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping 0! Boiler Qi Solid-Fuel Appliance 0 PV System Fireplace Insert Outdoor BBo 0; _ Storage Tank Freestanding Stove Gas Piping Other Gas Piping Information Not Applicable: ❑ Pipe Material: _ Pipe Size: Total BTU's of all Appliances: Distance from Meter to Furthest Appliance: _ • New gas piping requires a pressure test to hooking to any appliance • Sediment traps (drips) are required on all gas lines • Gas lines are required to be supported/secured every 6 to 8 feet • Proper combustion air and venting required for all appliances • A shut-off is required within 6 feet of all appliances Applicant Signature: Date: 11/03/2020 Print Applicants Name: DEBORA WHITIS 6/16LP Page 3 of 3 V' NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY O APPROVED PERMIT#: , �❑ AM ❑ PM DATE: JOB ADDRESS: fit`. _" LOT#: PROJECT: TYPE OF INSPECTION: )r OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ 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 p PLANNING M CIVIL 7 BUILDING CITY OF ARLINGTON NOTICE //*' V TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑APPROVED PERMIT#: l AM ❑ PM DATE: Z "Z JOB ADDRESS ` '�'! !- �+`'� �� LOT#: c PROJECT: 1�rt TYPE OF INSPECTION: ;_I G.) ta 0� 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 O PLANNING o CIVIL -1 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#:3533 910 E Fourth Street 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 6ate CONDITIONS SEE RED-LINED DRAWINGS.AD. _ZE 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 Fi repla ce/l n sert/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 4 Arlington,WA 98223 4-Lot Short Plat Plan: YUKON North Land Unit Area=4,312 S.F. Scale= 1"=20'0" 62'Sa Tj o 00 � r �r Notes: 6z.Ste' 1. Roof and Footing Drains to E.4t' Street be connected to development Drainage System. 2. See The 4-Lot Short Plat Received Approved Construction Plans for erosion Control measures NOV 0 4 2020 and all road widths. I c 2J ?� 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#: 3533 Permit Date: 11/05/20 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Grandview Homes Lot 4 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 910 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 Final 12/07/2021 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#8251 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 have been approved. Kristin Foster 12/08/2020 Do not release building permit until As-Builts are approved Raelynn Jones Uploaded Files Date File Name 09/21/2021 9730391-3533 Inspection-Foundation.Walls.pdf 09/21/2021 9730388-3533 Inspection-Downspout.pdf 01/25/2021 8033503-3533 Issued Permit.pdf 01/13/2021 7971694-ASD Impact Fee Receipt.pdf 11/05/2020 7652383-3533 Site Plan.pdf 11/05/2020 7652384-3533 Application.pdf dM 'pu-olsj ounwb3 SWd- LL-LL8 6M p'�J 11SdW-NO>I(l,l-'dOTTnS W'd 92:tt 9102/-V/S qod uaoo'PlingZsuDId@80�j 8909-629-098 9 TA TJ P J � plingzsueld z SNOITVAHqiq oZ InUj= � �- w NE- O Z � W MOW � > z =a w a a m ��� < � N c� o cc �� z i.Ll � > o w z a Q< z C W �n O poi- F z �a JQ UW � c kD mot- G4 � rl J ►-� E- � _. 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