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HomeMy WebLinkAbout908 E 4TH ST NE_BLD3530_2026 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED 7� PERMIT#: -5r'✓ ❑CAM M DATE: OB ADDRESS: q o �'S 1 S LOT#: PROJECT: vi eQ 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 IN�i�-fR,lkLLa1J ��G+trt _ THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR _ PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 IN PEC'POR DATE Cl PLANNING M CIVIL o euI � CITY OF ARLINGTON 'r�' � � � �� � .�. � �� I I t - �-. 1 I I ice, I CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT - _— �— Permit#:3530 908 E 4TH ST PiRMI i'EXPIRES ISO DAYS AFTER DATE OF ISSUANCE. Parcel#:31050200402300 Valuation:222739.16 OWNER APPLICANT CONTRACTOR GRANDVIEW HOMES LLC Grandview Homes,LLC GRANDVIEW INC. P.O. BOX 159 PO Box 159 P O BOX 159 ARLiNGTON,WA 98223 Arlington,WA 98223 ARLINGTON,OVA 98223 360-435-7171 360-435-7171 LTC:GRr1ND11L848v17 E,XR:V/25/2.022 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: I OCC GROUP: BUILDINGS: 1 OCC LOAD: PERMIT APPROVAL _ The issuance or granting of this permit shall not be construed to be a pen-nit 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 he 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 Govemor. 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 OFFR-JAL OR HISMER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION f1AS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC11D/IRC110. SALES TAR NOTiCF• 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 43101. •7 / Z Signature Print Name flat(, itcleased By D to CONDITIONS _-- — -- _— — SEE RED-LINED DRAWINGS.ADHERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTION.ADHERE TO CITY OF ARLINGTON SD-1 40 FOR RESJDENTIAL 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 02/05/2021 Building Permit Fee $2,529.98 02/05/2021 Park-Community 5F $1,662.00 02/05/2021 Park-Mini SF $484.00 02105/2021 Traffic Mitigation-City $3,356.00 02/05/2021 Fireplacellnsert/Woodstove $15.00 02105/2021 Forced Air Heat $15.00 02105/2021 Gas PipinglUnits $15.00 0210512021 ProcessingFrechnology Fee $25.00 02105/2021 Bath/Shower or Shower Only $30.00 02/05/2021 Clothes Washer $15.00 02/05/2021 Hose Bib/Roof Drains $30.00 02/05/2021 Lavatory $45.00 02/05/2021 Plumbing Misc. $15.00 02/05/2021 Sinks/Toilets/Urinals/Disposal $60.00 02/05/2021 Water Heater $25.00 02105/2021 State Building Code Surcharge Fee $6.50 02/05/2021 Building Plan Review Fee $1,644,49 02/05/2021 Traffic Mitigation-City ($3,355.00) Total Due: $6,616.97 Total Payment: $6,616.97 Balance Due: $0.00 _ CALL FOR INSPECTIONS —for 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 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3530 908 E 4TH ST PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 31050200402300 Valuation:222739.16 OWNER APPLICANT CONTRACTOR GRANDVIEW HOMES LLC Grandview Homes,LLC GRANDVIEW INC. P.O.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: R2 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 Releascd By D tc CONDITIONS SEE RED-LINED DRAWINGS.P_._iERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTION.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 Dale Description Fee Amount 02/05/2021 Building Permit Fee $2,529.98 02/05/2021 Park-Community SF $1,662.00 02/05/2021 Park-Mini SF $484.00 02/05/2021 Traffic Mitigation-City $3,355.00 02/05/2021 Fireplace/lnsert/Woodstove $15.00 02/05/2021 Forced Air Heat $15.00 02/05/2021 Gas Piping/Units $15.00 02/05/2021 Processing/Technology Fee $25.00 02/05/2021 Bath/Shower or Shower Only $30.00 02/05/2021 Clothes Washer $15.00 02/05/2021 Hose Bib/Roof Drains $30.00 02/05/2021 Lavatory $45.00 02/05/2021 Plumbing Misc. $15.00 02/05/2021 SinksfToilets/Urinals/Disposal $60.00 02/05/2021 Water Heater $25.00 02/05/2021 State Building Code Surcharge Fee $6.50 02/05/2021 Building Plan Review Fee $1,644.49 02/05/2021 Traffic Mitigation-City ($3,355.00) Total Due: $6,616.97 Total Payment: $6,616.97 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 Permit#: 3530 Permit Date: 11/05/20 Project Name: Grandview Homes Lot 1 Company/Applicant Name: Grandview Homes, LLC Company/Applicant Address: PO Box 159 City, State, Zip: Arlington, WA 98223 Contact: Debbie Whitis �P2 Phone: 360-435-7171 ��S� Email: debbie@grandviewinc.net Permit Type: Single Family Residence Valuation: 222739.16 ° V Square Feet: 2094 Number of Stories: 2 /���� ��, �QV�I '✓�/ 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 908 E 4TH ST FAMILY HOMES LLC 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 11/05/2020 Residential Demolition Nova Heaton In Review Fees Fee Description Notes Amount Building Permit Fee Table 4-1 52,529.98 Park-Community SF Single Family 51,662.00 Park-Mini SF Single Family 5484.00 Traffic Mitigation-City Single Family 53,355.00 Fireplace/Insert/Woodstove S 15.00 Forced Air Heat fee per Btu $15.00 Gas Piping/I hits fee per units $15.00 Proccssing/fechnology 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 1 dishwasher S 15.00 Sinks/Toilets/Urinals/Disposal Sinks-Kitchen,Bar,Service,Bath, 560.00 Handwash Water Heater Tank or Tankless $25.00 State Building Code Surcharge Fee Residential- I st Unit 56.50 Building Plan Review Fee Table 4-2 $1,644.49 Total 59,971.97 Uploaded Files Date File Name 11/05/2020 7651732-3530 Apllication.pdI RESIDENTIAL PLAN; PLAN REVIEW Owner Grandview Homes Address Lot 1 Building Type Single X Duplex Townhouse Type of Work Existing New X Reviewed By KO Date T 12/4/2020 Design Criteria 301.1 Engineered Prescriptive 301.2 Loads:Tables 301.5-301.7 Yes No 302.1 Location on Lot: 5 feet/35% maximum Yes No 302.2 Townhouse Separation Yes No 302.5.1 Garage Openings: 20-minute door w/closer Yes No 302.6 Garage Separation Yes No Footings and Stem Walls 401.4.1 Soils: Geotech o(Prescriptive 403.1 Footings: (2)#4's continuous Yes No 1'403.1 Footing Size Yes No 403.1.2 Continuous Footings(D2) Yes _ No 403.1.3.2 Vertical Reinforcement:#4 @ 4'/hook Yes No 403.1.3.1 Stem Wall: (2)#4's horizontal Yes No 403.1.6.1 Foundation anchors: 1/2 inch @ 6' Yes No 403.1.7.1 Clearances from Slopes Yes 1 No 404 Foundation Walls(see Tables) Yes No .1.3.3.7.3 Wall Openings:Verts within.12" ea. Side Yes No 405.1 Foundation Drainage or!xce� ption.) Yes A--"- No 406.1 Damproofing (basement) Yes No - 407 Columns:4 X 4 and R317 Yes ✓ No 408.2 Crawl Vents 1:150 and 3' of corners Yes No 408.3 Unvented Crawl Spa el Yes No — -- 408.4 Crawl Access: 16 x 24 or 18 x 24 Yes �- ~No Architectural 303 Light/Ventilation: 8%and 4% Yes No 303.4 Whole House Fan Yes s/ No 303.3 Bathrooms: 3%or 50cfm Yes ✓ No 303.7 Stairway Illumination Yes No 304.1 Habitable Rooms: 70sf min. Yes �No- 305.1 Ceiling Height: 7 feet min. Yes t// No 307.1 Plumbing Fixture Clearance Yes No 308.4 Safety Glazing: Hazardous Locations Yes ✓ No Life Safety /� 310.2.1 Emergency Rescue Windows: 5sf/5.7sf (Yes w No 310.2.2 Window Sill Height: Max. 44" 310.2.3 Window Wells Yes No ✓ Life Safety Continued 311.2 Doors: 3 feet min. @ 6'-8" Yes _ No 311.3 Landings: TX 3' min. Yes ` No 311.4 Vertical Egress eyes No 311.5.1 Landing Attachment Yes !/ No 311.6 Hallway Width 3 feet min. Yes_ No 311.7.1 Stalrway Wldth 3 feet min. Yes Y` No 311.7.2 Headroom 6'-8" min. Yes No 311.7.5.1 Stairs:7 3/4" Max/10" Min. Yes No _ 311.7.8 _Handrail Profile Yes 'No 311.7.8 Handrails-4 plus risers Yes No 311.8 Ramps Yes o 312.1.1 Guards- 31 plus inches Yes No 312.1.2 Guard Height-36-inches min. Yes No 314 Smoke Detection Yes No 314.3-#4 SD: 3' outside of Bathroom Yes `/ No 315 CO Detection Yes No 316 Foam Plastic Yes No 320&321 Adult Home/Day Cares Yes No - Floor Systems 502.3 Allowable Joist Spans or TJI's Yes No 502.10 Headers/Openings Yes No 502.11 Trusses or Rafter/Joist Yes _ "`~ No 502.12 Draftstopping: 1,OOOsf max. Yes ✓ No 504 Pressure Treated Wood Yes ✓ No 506 Concrete Floors: 3.5 inches min. Yes No 507.2.1 Deck Ledger Connection Yes No FL1�.5�i1tNFrr _ 507.2.3(1) Deck Lateral Load Connection or Engineered Yes Wall Systems 602.3 Wood Wall Framing and Plates Yes No 602.3.1 Fastener Schedules(2, 3,4, 5) Yes y No 602.9 Cripple Walls: Less than 14" or 4' Yes No 602.10 Wall Bracink�ngineered or Prescriptive Yes 4- No 602.10.4.1 Alternate Braced Wall Panel Yes s- No 602.10.11 Cripple Wall Bracing Yes No " 602.11.2 Stepped Foundations Yes No 607 Glass Unit Masonry Yes No 609 Exterior Windows/Doors Yes No 702 Veneer Yes No 702.1 Interior Wall Covering Yes No 703 Exterior Wall Coverings(WAC) Yes No 703.8 Stone/Masonry Veneer Yes No Roof/Ceiling 801.3 Roof Drainage (SD-14) Yes -� No 802.3 Ridge Beams:<3:12 pitch Yes No 802.4 Ceiling Joist SpanjTruss&Platform Yes k---' o 802.5 Rafter Spansaru r Platform Yes No 802.11 Roof Tie-Downs(48" o.c.) Yes A__110No 803 Roof Sheathing Yes No 806.2 Roof Ventilation: 1/150 high and low Yes No 807.1 Attic Access: 22" X 30" Yes No 905.2.7 Underlayment Yes No Mechanical Systems Chapter 10 Chimney and Fireplaces Yes No 1305.1 Equipment Access: 30"X 30" Yes No 1305.1.3 Appliances in Attics _ Yes No 1305.1.4.1 Ground Clearnaces: 3" Concrete Slab Yes No 1307.2 Anchorgae of Appliances Yes No 1307.3 Elevation of Ignition Source Yes No 1307.3.1 Protection from Impact Yes No Chapter 14 Specific Appliances Yes No 1401.3 Equipment Sizing: WSEC Yes No 1502 Clothes Dryer Exhaust: 25'or M.I. Yes No 1502.4.5 Length Identification Yes No Chapter 18 Chimneys and Vents Yes No Chapter 24 Fuel Gas and Piping Yes No Plumbing-IPC WSEC and Lighting:See Energy Code Plan Review 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 AGCESSORY STRUCTURE$. THIS APPLIGATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SET$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: 4th St Arlington, WA 98223 Lit Plat: Alcazar _ Single-family Duplex Townhouse Addition ❑ Accessory structure Proposed Area: 1" Floor: 807 2nd Floor: 803 _ Garage: 484 Total SF: 2094 Describe Proposal (include cross street): Single Family Home Valuation:-$209,400 Owner: Grandview Homes LLC PO Box 159 rlington 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:T Zip Code: Phone: 360-435-7171 Email: debbie@grandviewinc.net - ----.-_-__-. � 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 GRANDAL848M7 7-25-2021 Contact Person: License Number: Expiration: _ 6/16LP Page 1 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x 2 Sink (1.5) x 4 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 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: 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 16' RESIDENTIAL PERMIT APPLICATION K } Department of Community & Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 Mechanical Section (continue filling out if mechanical equipment is involved) Select proposed appliances: Furnace (80+) Model # AFUE Heat Pump Model # SEER HSPE AC Unit Model # SEER Type II Hood Commercial Cooking Appliance ❑ Hydronic Piping Boiler Solid-Fuel Appliance PV System ►a Fireplace Insert ❑ Outdoor BBO 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 ICJa`�J�Vi/u!T Applicant Signature: Date: 11/03/2020 Print Applicants Name: DEBORA WHITIS 6116L P -{� ?f�O Page 3 of 3 MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN ------------------------- ------ I I I I f I�---------------------------------'� YARD DRAIN DON PLAN VIEW SOLID PIPE ORR ""D"TSECTIONELBOW ArROOFDRAIN GEOTEXTILE ON A TOP AND SIDES 4" PERFORATED PIPE 6" MIN ' 4" TEE 2' MIN 1 MIN PLUG WITH 1/2" WASHED ROCK 1' MIN CENTERED HOLE 1' MIN 3/4"-1 1/2" ` 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 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 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. G1Z y �� APAD I u r T DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL STANDARD DETAIL NUMBER • • REF SUN SPEC RESIDENTIAL ROOF DRAIN INFILTRATION SD- 140 �ltxG'�e TRENCH 1� i�� � « � �i "k. c 0 ,� Site Plan For: Address: Grandview Homes, LLC Lot 1 Arlington, WA 98223 4-Lot Short Plat Plan: STERLING North Land Unit Area=4,941 S.F. Scale= 1"=20'0" 2 2' VN�t�l `l 4 \ I tV Q Po I 3 poi - O o N Notes: 42.So 1. Roof and Footing Drains to E. 41h Street be connected to development Drainage System. 2 See The 4-Lot Short Plat 0 FIr ICE COPY Approved Construction Plans Received for erosion Control measures NOV 0 4 2020 and all road widths. I L � � Simple Heating System Size:Wasttrtt ton State This heating system sizing calculator Is based on the Prescriptive Requirements of the 2Q15 Washington State Energy Code tWSECI and ACCA Manuals J and S.This calculator will calculate heating loads only.ACCA procedures for sizing cooling systems should be used to determine cooling loads. 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 Sterling Heating System Type: O All Other systems 0 Heat Ppmp To see detailed instructions for each section,place your cursor on the word"Instructions". Design Temperature Instructions Design Temperature Difference(AT) 47 Marysville AT=Indpor(70 degrees)-Outdoor Design Temp Area of Buildina Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 1,t31t) Average Ceiling Height Conditioned Volume Instructions: Average Ceiling Height(ft) 8.5 13,685 Glazing and Doors U-Factor X Area = UA Irtttructiorts ��� — ItdU-030 .Ll p.300 171 5130 Skylights V-Factor X Area = UA Irtsl.nxaions 0.50 00 --- Insulation Attic U-Factor X Area = UA Ins1{131a3r7n+ R•49 1'1 0.026 803 20.88 i Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions No Vaulted Ceilings in this project 1 -ter 1 Above Grade Walls(see Figure 1) U-Factor X Area UA Instructions LR-21lntermediate 0.056 1.942 10875 Floors U-Factor X Area UA Instructions R-38 - - - - - 0 025 807 20.18 � Below Grade Walls(see Figure 1) U-Factor X Area UA Instructions6fBel - 0.028 Y No ow Grade Walls in this project. Slab Below Grade(see Figure 1) F-Factor X LeL th 1 UA Instructions No Slab Belo 0.303 w Grade in this project. --- Slab on Grade(see Figure 1) F-Factor X LeltI J UA III serurllolls 6INo Slab on Graft in this project. Location of Ducts Instrnct.ions Duct Leakage Coefficient I, Unconddwried Space 1.10 �'✓�z� Sum of UA 201.11 Envelope Heat Load 9,452 Btu I Hour Figure 1. Sum ofUAXAT Air Leakage Heat Load 6,947 Btu I Hour Volume X 0.6 X OT X.01 e LE. ove Grede Building Design Heat Load 16,398 Btu I Hour Air Leakage+Envelope Heat Loss Cusila Building and Duct Heat Load 18,038 Btu I 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 22,548 Btu I Hour Building and Duct Heat Loss X 1.40 for Forced Air Fumace Building and Duct Heat Loss X 125 for Heat Pump I C E C 0 P Y�13J Window, Skylight and Door Schedule Piojec!Information Contact Information Sterling Grandview Homes LLC Width Height Ref U-factor Qt. Feet inch Feet Inch Area UA Exempt Swinging Door(24 sq. ft. max.) 0.30 1 7 3 H 1 21.0 6.30 Exempt Glazed Fenestration (15 sq. ft. max.) 0.01 0.00 Vertical Fenestration (Windows and doors) Component Width Height Description Ref. U-factor Qt. Feet Inch Feet Inch Area UA Living Room 0.30 1 3 u 5 ° 15.01 4.50 Parlor 0.30 1 5 ° 5 ° 25.0 7.50 Kitchen 0.30 1 4 ° 3 B 14.0 4.20 Dining Room 0.30 1 4 Q 5 U 20.0 6.00 Master Bedroom 0.30 1 5 10 14 ° 20.0 6.00 Bedroom 2 0.30 1 4 ° 14 ° 16.01 4.80 Bedroom 3 0.30 1 5 ° 4 ° 20.01 6.00 Living Room 0.30 1 4 ° 5 " 20.0 6.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 &0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 _ 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0.00 0.01 0.00 001 0.00 i 0.0 0.00 0.0 0.0o 0.0 0.00 0.0 0.00 0.0 0.00 0.0 0 00 0.0 o.00 Sum of Vertical Fenestration Area and UA 150.0 45.00 Vertical Fenestration Area Weighted U= UA/Area 0.30 Overhead Glazing (Skylights) Component Width Height Description Ref. U4actor Qt. Feet Inch Feet In°h Area UA 0.01 om 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 0.01 0.00 Overhead Glazing Area Weighted U= UA/Area 0.00 Total Sum of Fenestration Area and UA (for heating system sizing calculations) 1 171.0 51.30 Pre;sci ►tive Energy Code Compliance for All Climate Zones in Washington Pr(.);sct Ir „rmation Contact Informa Sterling 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 All Climate Zones R-Valuea U-Factora Fenestration U-Factorb n/a 0.30 Skylight U-Factor n/a 0.50 Glazed Fenestration SHGCb.e n/a n/a Ceilingk 49J 0.026 Wood Frame Wall9m" 21 int 0.056 Mass Wall R-Value' 21/21' 0.056 Floor 309 0.029 Below Grade Wall' 10/15/21 in +TB 0.042 Slab R-Value& Depth 10, 2 ft n/a "Table R402.1.1 and Table R402.1.3 Footnotes included on Page 2. Each dwelling unit in a residential building shall comply with sufficient options from Table R406.2 so as to achieve the following minimum number of credits: 1. Small Dwelling Unit: 1.5 credits ❑ Dwelling units less than 1500 square feet in conditioned floor area with less than 300 square feet of fenestration area. Additions to existing building that are greater than 500 square feet of heated floor area but less than 1500 square feet. El 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. 03. 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) 1 a Efficient Building Envelope 1 a 0.5 0.5 1 b Efficient Building Envelope 1 b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 1 d Efficient Building Envelope 1 d 0.5 ❑ 2a Air Leakage Control and Efficient Ventilation 2a 0.5 ❑ 2b Air Leakage Control and Efficient Ventilation 2b 1.0 ❑ 2c Air Leakage Control and Efficient Ventilation 2c 1.5 ❑ 3a High Efficiency HVAC 3a 1.0 1.0 3b High Efficiency HVAC 3b 1.0 ❑ 3c High Efficiency HVAC 3c 1.5 ❑ 3d High Efficiency HVAC 3d 1.0 ❑ 4 High Efficiency HVAC Distribution System 1.0 ❑ 5a Efficient Water Heating 5a 0.5 0.5 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 2 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 T_aNe R402.1.1 Footnotes Fdr Sl:f1 foot .= 304.8 mm, ci .= c )inuous 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. 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. ' 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. JARNOT ENGINEERING, INC. JOB— P.O. Box 704 SHEET NO. OF MONROE, WA 98272 _ DATE PH. (360) 863-1831 CALCULATED By _ _- -- - CHECKED BY — DATE_ SCALE -- PROJECT: GV - STERLING LOCATION: ARLINGTON, WA CLIENT: GRANDVIEW HOMES, LLC_ JEI JOB NO.: 20-05-105 F ARLINGTON BUILDING DEPARTMENT CODE: 201 5 113c APPROVED LIVE LOADS: DATE BY l� NO CHANGES AUTHORIZED FLOOR: 40 PSF UNLESS APPROVED BY THE BUILDING INSPECTOR SNOW: 25 PSF i)H I C E COPY WIND: I 10 MPH ULT., EXP 13 SEISMIC: 55= I .03, Sj=0.37 DE51GN CATEGORY D SITE CLA55 D Received DEAD LOADS: NOV 0 4 2020 ROOF: 15 P5F � �J FLOOR: 10 P5F SOIL: c BEARING: 1 500 P5F LATERAL: f 3110 ;...... __. HEM . , � r: � y . �,�. � '1 .�. ,•1 Zri.. .i '.' � .�".• , .,: `.:7 �\ 1 j � l i ._ .� � `1 JARNOT ENGINEERING, INC. JOB C; a - 5TERLING 20-05-05 P.O. Box 704, MONROE,WA 98272 SHEM40. - 2 of PH. (360) 863-1831 CALCULATED BY- - DATE - CHECKED BY —DATE SCALE 1.3 1.2 4'-6' ®x�FT MM is .!nw SM�-s a in arlmmpt v �F� ! ! L J N ro DINING �Nm J sn•.urAiNro+fx'-9 KITCHEN �+ 3 �® s/°"iYNC 1 CnO ON a e MUICS a SUVPOW VZWURS in 3092 rtat rsn 1!i ti L ® d 4 ❑ _4 2-CAR GARAGE I ®. 1 ! 1 i i t �j 1 1t �Q I 3•_7• LIVING + i I �4+c.rnin z-zxa FOYER Orttpl.l Q� -6 1/2' 7.v°.q-1R V6 19• .mu aim 6 1/2'PARLOR l.B to ° ❑ [� 121-11 v. PORCH °nolort� ® bUDWfu —5'-9 1/2' e �.a wlz xox 13' 31' 53' F--jSHEARWALL TYPE P2RSCHEDULE ON SPT.5-1 MAIN FLOOR SCALE: I°=10' JARNOT ENGINEERING, INC. U. - srErzLwG zm-roa-lm5 P.O. Box 704, MONROE,WA 98272 SHEETNO. 3 OF- PH. (360) 863-1831 CALCULATED BY DATE - CHECKED BY DATE SCALE - -- - 2.2 2.1 13, t ..q Pf 7 4. 12-1. 2.A MYIY rn BEDROOM 2 WIC F" BAT W 1 r 3._7. T iv MASTER a B�DRDQN.- ------- - ----- i ® 3'-r 4 ( D M �D ® w1 4'-7 1/2' 4'-7 1/ 14'-3• 3 22, p 1 BEDROOM 3 � - ju 2'B innf in IB' E 13' QSHEARWALL TYPE PER 5CHEDULE ON SHT.5-1 UPPER FLOOR SCALE: P=Im' JARNOT ENGINEERING, INC. JOB GV-5TL.-ING 20-08-105 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE L&TfRAL WIND: Values for Simplified method from A5CE7-10 Figure 28.G-I Vult= 1 1 0 MPH EXP. B I: 1 .0 Roof pitch: G : 1 2 Mean Roof Height: 21 .0 kZt: I .0 Wind pressures: (A5D) Eave height: 18.0 Wall corner: 15.0 [Zone Al Min horiz plan dim: 29.0 Wall main: 10.9 [Zone Cl k= 1 .00 Roof corner: 2.4 [Zone D] 2a= G.0 Roof main: 2.5 [Zone DI Note: corner loads are in addition to"main"loads 1 TO RIDGE (plf) Gable Hip HWALL HROOF Main Corner Corner 10 p5f min (A5D) V2= 4.8 5.7 GG 19 -- 105 V1= 9.0 98 38 -- 90 VGAR= 4.5 G.0 G4 18 -- 105 II TO RIDGE (plf) Gable Hip Dormer Gable Hip (A5D) HwALL HROO>r HROOF HwALL Main Corner Corner 10 p5f mm V2= 4.0 2.7 73 23 - G7 V 1= 9.0 98 44 - 90 VGA,= 4.0 3.0 7G 23 - 70 '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 15.5 GG a 19 1. 15 Min 15.5 105 1.G3 2.2 15.5 GG a 19 1 . 1 5 Min 15.5 105 I .G3 2.A 14 73 a 23 1 . 15 Min 14 G7 0.94 2.6 17 73 a 23 1 .37 Min 17 G7 1 . 14 1 . 1 1 .15 15.5 98 a 38 11 G4 3.59 Min I .G3 15.5 90 if 105 4. 18 1 .2 1 . 15 1 15.5 98 a 38 2.88 Min I .G3 15.5 90 3.02 1 .3 0.00 11 G4 a 18 0.81 Min 0.00 11 105 I .I G I .A 1 . 15 12 98 a 44 2.59 Min 0.94 12 90 2.02 I .B 1 .37 17 98 a 44 3.30 Min 1 . 14 17 90 2.G7 WIND 111 9/3/2020 lateral-GV 5terhng V✓IND .. ._ Nri3.rnrrr ,.....- - - - -........., ARNOT ENGINEERING INC. JOB •1TERLING 20-08-105 J P.O. Box 704 SHEET NO. 57 OF MONROE, WA 98272 DATE PH. (360) 863-1831 CALCULATED BY CHECKED BY DATE SCALE SEISMIC V = 0.7.SD5'I'W = 0.080 W (Multiply by 0.7 for A5D) R 55: 1 .03 Fa= 1 .09 [Site Class DI R: G.5 5M5=F155= 1 . 12 1: 1 .0 5p5=2/3 5M5= 0.75 Snow load: 25 p5f Seismic DL= 0 [.20' Sn If 5n>301 WEIGHT: FLR 2 ROOF 1 5P5P(3 1'24+ 1 3.5)= 1 2.14 Story Ht: 8 EXT WALLS 8P5F'4'2(29+3 1)= 3.84 INT WALLS 7P5F'4(--1 .5)(29+3 I)= 2.52 W= 18.5 FLR I Story Ht: 8 ROOF 15PSF(22`22+4- 18)= 8.34 FLOOR I OPSF(31'24+5' 13)= 8.05 EXT WALL5 8P5P'9"2(3 1 +29)= 8.G4 INT WALLS 2.52+7'4(-.5)(3 1 +24)= 3.29 W= 28.4 Wt= 4G.9 V= 3.77 SEISMIC DISTRIBUTION: SHEAR WALL5 DIAPHRAGMS LEVEL W h Wh Vwh/Ewh Efl Ew, Efl/Ew, Fpx/VVpX F„ 2 18.5 17 314.4 2.08 2.08 18.5 0. 112 10.112 2.08 1 28.4 9 255.2 I .G9 3.77 4G.9 0.080 0.105 2.07 4G.9 E= 570 3.77 Fpx/Wr, =0.2'0.7-5D5'I`Wpx= 0.105 F,,IWp, =0.4"0.7"5D5'I"Wp,1= 0.205 EQ 1/2 9/3/2020 Lateral-GV Ste hnq Seismic JARNCT ENGINEERING, INC. JOB G, jTERLING 20-08-1 05 P.O. Box 704 SHEET NO. ?OF MONROE, WA 98272 DATE PH. (360) 863-1831 CALCULATED BY CHECKED BY DATE SCALE REDUNDANCY Line %Vst V Lw Perimeter Bays 2. 1 0.50 1 .04 1 G.0 Y 4.0 2.2 0.50 1 .04 1 G.0 Y 4.0 ELw= 32.0 Redundancy Check a: Min wall: I G.0 > h => complies Redundancy Check b: Min bays >2 Complies Overall: Comphes Line %Vst V Lw Perimeter Bays 2.A 0.50 1.04 2G.0 Y G.5 2.B 0.50 1.04 20.5 Y 5. 1 ELw= 4G.5 Redundancy Check a: Min wall: 20.5 > h comphes Redundancy Check b: Min bays >2 => Complies Overall: Complies Line V2 %V i V %Vst Lw Perimeter Bays 1 .1 1 .04 0.28 1 .5 1 0.40 1 G.0 Y 4.0 1 .2 1 .04 0.53 1 .94 0.51 19.0 Y 4.8 1 .3 0.00 0.19 0.32 0.09 12.0 Y 3.0 ELw= 47.0 Redundancy Check a: Min wall: 12.0 > h => complies Redundancy Check b: Min bays >2 => Complies Overall: Complies Line V2 %V I V %Vst Lw Perimeter Bays I 1 .04 0.50 1 .88 0.50 30.0 Y 7.5 1 .13 1 .04 0.50 1 .88 0.50 1 G.8 Y 4.2 ELw= 4G.8 Redundancy Check a: Min wall: I G.8 > h => complies Redundancy Check b: Min bays >2 => Complies Overall: Complies Numbered Lines: p= 1 .0 Lettered Lines: p= 1 .0 EQ 2/2 9/3/2020 lateral-GV 5te1mg 5ei- .>.... -.Id'1-6ti ct?��"-M ;rin taffy �J-STERLING 20-08-105 JARNOT ENGINEERING, INC. J°B P.O. Box 704 SHEET NO.- OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY- DATE SCALE LINE 2. 1 2.2 E= 1 .04 p= 1 .0 TYPE: P W= 1 .15 WM1N= I .G3 <= L= I G.0 H= 8 ve=E/L= G5 <230 WALL TYPE I A vw=W/L= 102 De516jn=0.7 I v= 72 <230 <= WALL TYPE I A TOTE=veH= 0.52 TOT-W=vwH= 0.82 OK- No Holdown5 Recjd LINE 2.2 E= 1 .04 p= 1 .0 TYPE: P W= 1 . 15 WMIN= I .G3 <= L= I G.0 H= 8 ve=E/L= G5 <230 WALL TYPE I A vw=W/L= 102 De5lcgn=0.71 v= 72 <230 <= WALL TYPE I A TOTE=veH= 0.52 TOT-w=vwH= 0.82 E: (.G-.1 45D5) DL=(.G-.14SD5)W(Lw/2+-Lo)= 0.80 W: .G DL=.GW(Lw/2+-Lo)= 0.97 W=G'.015+.OG= 0.15 Lw= 15.5 Lo= 3.0 E: Uplift= -0.28 W: Uplift= -0.15 <= OK- No Holdown5 Req'd LINE 2.A E= 1 .04 p= 1 .0 TYPE: P W= 1 .15 <= WMiN= 0.94 L= 2G.0 H= 8 ve=E/L= 40 <230 WALL TYPE I A vw=W/L= 44 De51gn=0.7 I v= 31 <230 <= WALL TYPE I A TOTE=veH= 0.32 TOT-w=vwH= 0.35 OK- No Holclowns Re4d L 1/4 9/3/2020 Lateral-GV SterLng Seismic ...._..:...-N-EBSCUSV-M,"p;in1ing ,:rv:ce >.._..-.._ ._..-.._...._=-F... _ ii,..5.. ..._3 3.... -. / 1' JOB IV STERLING 20-08- JARNOT ENGI NEERING, INC. 105 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE LINE 2.B E= 1 .04 p= 1 .0 TYPE: P W= 1 .37 <= WMIN= I .1 4 L= 20.5 H= 8 ve=E/L= 51 <230 WALL TYPE I A vw=W/L= G7 De51cjn=0.7 I v= 47 <230 <= WALL TYPE I A TOT-E=veH= 0.41 TOT_w=vWH= 0.53 OK- No Holdown5 Keq'd LINE 1 . 1 E= 1 .51 p= 1 .0 TYPE: P W= 3.59 WMIN= 4.18 <= V= 4180 L= I G.0 H= 8 v= 2G1 AB: v= 2G I <285 1/2" AB (a? 32" oc ve=E/L= 95 <230 WALL TYPE I A vw=W/L= 2G I De51gn=0.7 I v= 185 <230 <= WALL TYPE I B TOT-E=veH= 0.7G TOT-W=vWH= 2.09 Strap W1ndOW5 GDL-QE E Wall E Win v' TOT WDL Lo GDL Uplift E: I G.0 8.0 G3 0.50 0.15 3 1 .1 1 -O.G I W: I G.0 8.0 174 1 .39 0. 15 3 1 .35 0.04 OK- No Holdown5 Recq'd L 2/4 9/3/2020 lateral-GV 5t-1-j 5-- ,i. :•;•,.-.1•!�L'S eZta._1ti. f3Pll;i111�• ..I C ••.. .• ••.•. JARNOT ENGINEERING, INC. JOB �V-5TEKLING 20-08-1 05 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 .94 p= 1 .0 TYPE: P W= 2.88 WMIN= 3.02 <= V= 3020 L= 15.0 H= 8 v= 159 AD: v= 159 <190 1/2" AD @ 48"oc 4 ve=E/L= 102 <230 WALL TYPE I A vw=W/L= 159 De5Ign=0.7 I v= 1 13 <230 <= WALL TYPE I A TOT-E=veH= 0.81 TOT_w=vwH= 1 .27 E: (.G-.145D5) DL=(.G-.145D5 )W(Lw/2+--Lo)= 0.G2 W: .G DL=.GW(Lw/2+---Lo)= 0.75 W=4'.0 I +.OG= 0. 10 Lw= 19.0 Lo= 3.0 E: Uplift= 0.20 W: Uplift= 0.52 <= OK- No Holdown5 Recjd LINE 1 .3 E= 0.32 p= 1 .0 TYPE: P W= 0.81 WMIN= I . I G <_ V= I I GO L= 12.0 H= 8 v= 97 AD: v= 97 <190 1/2" AD @ 48" oc 4 ve=E/L= 27 <230 WALL TYPE I A vw=W/L= 97 De5lcgn=0.7 I v= G9 <230 <= WALL TYPE I A TOTE=veH= 0.21 TOT-w=vwH= 0.77 OK- No holdown5 Recj'd L 3/4 9/3/2020 lateral-GV SteAng Seismic .. ...:,,. -NABS'-us.`ca ^rr•tinr;sen:"s.. .-. ._._:_.. A47l-- - _ - :... ..." -�-._ .-. v , JARNOT ENGINEERING, INC. JOB V-STERLING 20-08-105 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 PH. (360) 863-1831 CALCULATED BY DATE CHECKED BY DATE SCALE LINE I .A E= 1 .88 p= 1 .0 TYPE: P W= 2.59 <= WMIN= 2.02 V= 2590 L= 30.0 H= 8 V= 86 AB: v= 86 <100 1/2" AB 48" oc 4 ve=E/L= 63 <230 WALL TYPE I A vW=W/L= 86 De5i6jn=0.71 v= 61 <230 <= WALL TYPE I A TOTE=veh= 0.50 TOT-w=vwh= 0.69 LINE 1 .13 E= 1 .88 P= 1 .0 TYPE: P W= 3.30 <= WMIN= 2.67 V= 3300 L= 16.8 H= 8 v= 196 AB: v= 196 —190 1 J2" AD @ 48"oc 4 ve=EJL= 1 12 <230 WALL TYPE I A vw=W/L= 196 De5ign=0.71 v= 139 <230 <= WALL TYPE I A TOT-E=veH= 0.90 Tor-w=vWH= 1 .57 LRP 5trap WIndOW5 .6DL-QE E Wall E Win v' TOT WDL Lo 6DL Uplift E: 16.8 3.0 95 0.76 0.15 3 0.96 -0.20 W: 16.8 3.0 167 1 .33 0.15 3 1 .16 0.17 L 4/4 9/3/2020 lateral-GV 5teriing 5awic . ._.�.��GS�US`f`.-Pt:.�'iiaing sciv'sr. - - _ .I .,�• ..... , .,.:. .-.... ._:.� ..,.-.. • JARNOT ENGINEERING, INC. JOB GV-STt,.ING 20-08-105 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 DATE PH. (360) 863-1831 CALCULATED BY CHECKED BY DATE_ SCALE - - - -- VERTICAL Bm I 2nd Floor Beam L: 7.25 ft LDF: 5 w=50"1 2= GOO plf d: 9.3 in 8:U 240 E: I GOO k5i M=I/8wL2= 3,94 <1 . 1 5' 4.87 V=w(U2-d/1 2)= 1 .71 <1 . 1 5' 3.89 lMw= G4 < 231 8= 0.10 R=wU2= 2.18 4X 10 DF2 Bm 2 2nd Floor Beam L: 14.75 ft LDF: 5 w=50'1 I .5= 575 plf wLL=40'1 1 .5= 4GO plf d: 10.5 in 8:U 240 8LL:U 3GO E: 1800 k5i M=I/8wL2= 1 5.G4 <1 . 1 5" 18.83 V=w(L/2-d/1 2)= 3.74 <1 . 1 5' 5.92 IMiN= 4G I < 494 8= O.G9 IMIN(LL)= 554 > 494 8LL= 0.55 K=wU2= 4.24 PILL=wLLU2= 3.30 Footing: f5011-= 1 .85 P=4.24+2. 18= G.42 b=4(P/Fsoj= I .8G F 2.0 5-1/5x 10-1/2 GLB P (k) h (ft) b (in) d (in) k Fc (psi) E (k5i) LDF Type fc= Fc= G.42 8.0 G.00 3.50 1 .00 1250 1300 1 .00 5 3OG < 4G4 OK 4-2x4 Bm 3 Garage hdr L: I G ft LDF: 5 w=40' 1 2.5= 500 plf d: 13.5 in 6:L/ 240 SLL:U 3GO E: 1800 k5i M=1/8wL2= 1 G.00 <1 . 1 5' 18.98 V=w(U2-d/1 2)= 3.44 <1 .1 5' 4.G4 IMIN= 512 < G41 8= O.G4 R=wU2= 4.00 Footing: f5OIL= 1 .35 P= 4.0 3-1/8 X 1 3-I/2 GLB b=4(P/fsoiL)= 1 .72 Perimeter Ftg O.K. P (k) h (ft) b (m) d (in) k Fc (psi) E (ksi) LDF Type fc= Fc= 4.00 9.0 3.00 3.50 1 .00 1250 1300 1.15 5 381 < 382 OK 2-2x4 ;. �.� �.� I s� JARNOT ENGINEERING, INC. JOB GV-STL_.,,,ING 20-08-105 P.O. Box 704 SHEET NO. OF MONROE, WA 98272 _DATE PH. (360) 863-1831 CALCULATED By CHECKED BY-_ - _ DATE SCALE Bm 4 Stair Support Beam- crawl space L: 8.75 ft Of: N w=50" 1 2= GOO r1f wLL=40"1 2= 480 plf d: 9.5 In 8:U 240 811:L/ 360 E: 1900 k5I M=1/8wL2= 5.74 < 5.89 V=w(U2-d/1 2)= 2.1 5 < 3.1 6 IMIN= 95 < 125 8= 0.33 IMIN(LQ= 114 < 125 8LL 0.27 R=wU2= 2.63 PILL=wLLU2= 2. 10 1-3/4 X 9-1/2 LVL P (k) h (ft) b (In) d (In) k Fc (p5I) E (k51) LDF Type fc= Pc= 2.63 8.0 3.50 3.50 1 .00 1 250 1 300 1 .00 5 214 < 464 OK 4X4 hP2 Bm 5 Porch Roof L: 11 ft Of: 5 w=40'3.5= 140 plf d: 7.3 In 8:U 240 E: I GOO k5I M=I/8wL2= 2. 12 <1 .15* 3.24 V=w(U2-d/12)= 0.69 < I .1 5'3.05 IMIN= 52 < III 8= 0.26 R=wU2= 0.77 4X8 DF2 Bm 6 Porch Deck L: 11 ft LDF: 5 w=50"2= 100 plf d: 7.3 In 8:U 240 E: 1300 k5I M=I/gwL2= 1 .5 1 <I. 1 5' 2.82 V=w(U2-d/1 2)= 0.49 < 1 .1 5' 2.54 IMIN= 46 < I I 8= 0.23 R=wU2= 0.55 4X8 HF2 SHION'W"EUXnxiS GFm� e ° T- W r ° `dlkl `NO,.LJNI72Ib' o " W �JNIZ2IH LSD ' SITWOH&HIAQNd2i9 o u o x au�'�P�n3 rower Diaz a n ¢� w z OC W� � �W � �� �m� W � F❑� ELL' �aW�aW IyOy � �yy� �z � �NW �a Ww Y C �� P� F � zd� ad rc0 � ❑ � w 4 �o J a JJ w Ny N E m pW( WQ� w'1 ro Q GNP P0� JO LL1 Q� w v 2 LLJ (r�J a JgQ > m >m QF pQ W J ww _ Vn a r ppq Y$ akl �QW x� WU � Q„ mN � p � x �a �i �� ❑ �u �� os p pYgLLnp LL dR cry Y37 ®g9C Qa w m �w� ra wK J sy � JpW2 �µ L S� LL �QLL' > �m �a SUf� �IIF V �Q 5 U0C �� �- �� g� a LLu yr w Q o� W m E a �I LO—� � F J a ❑_ j �7 � �a 1u�A` a� r U��uJ1]]���1]l _Q � U O QO ❑W rc `�`��i �m Y im 3 J_ ❑ �6�6rii Q ly m� IC '� mmy w J p 3 J px J J a sr �J g C Nea'�LL Z m a� ai a m r o N — r n BLn LJ N�9 yi 3 ❑ a a wJ i u W ;b UQ �a A0 N w:oo mad Z d Q a • l\ W J M N z Y m N O NNZ 1 m N N u W 1 O O J „ry z W QQ a V In 01 3 J N z W ul ly z as N LL Z A m ❑ r 3 JQ J u w o% Jw( z J LL m LL Q _ OL IV N m IQL Q a a J Z a J 0 Jo Q LLLu JJ 0 0 0 0 W L UUJ Z F V Z�'�rI1 m ��� N E W a a a� $ .w 6 g mf o a Q l 0 LL xo g 2 j H Z 2J @ O 0 0 Q 2 In Y .! Q Z m o W LL U- a co r 0 ❑ r w N }❑k N Q S_ F � � w m r w ❑ � r — wp�Q LU to N WU w a 2 a m Ja D-'wp d LL 14Li Z N N MI `Y el LL S�d±JU J ilof 0-4 -9 ) VA& 'NO±qNI' ,gKI¥2±& ' S}WOH IAHIAUNWO § � � � � = TN— w � a | §% k § z z S ° , / # k k) } § § \ I |§ ` §2 2�)2 j o� §}§ §I @ � !§ ■ § § 7 o |\] ■||� | } ID \ . § cn 22 j 2 k | 2- w, i ! & ! n}§f ■) |[§� § } \2 \$ 7 � � tk 7 � -q IL �� �k Permit#: 3530 Permit Date: 11/05/20 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Grandview Homes Lot I 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: 222739.16 Square Feet: 2094 Number of Stories: 2 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 02/08/2021 Permit Expires: 08/07/2021 Form Permit Type: Status: LASERFICHE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning GRANDVIEW 100 SINGLE 31050200402300 908 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 09/01/2021 C09.FRAMING 09/02/2021 09/02/2021 BUILDING Approved 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 Demolition Nova Heaton Fees Fee Description Notes Amount Building Permit Table 4-1 $2,529.98 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 $60.00 Water Heater(Tank) $25.00 State Surcharge- 1st DU Residential- 1st Unit $6.50 Building Plan Review Table 4-2 $1,644.49 Traffic Mitigation-SF Single Family ($3,355.00) Total $6,616.97 Attached Letters Date Letter Description 02/05/2021 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 02/05/2021 Grandview Homes,LLC Check#8334 Kristin Foster $6,616.97 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 are approved. Kristin Foster 01/12/2021 Lot 1 will received traffic impact fee credit for the existing home that was demolished. 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 9730381-3530 Inspection-Foundation.pdf 09/21/2021 9730382-3530 Inspection-Infiltration.pdf 02/08/2021 8125607-3530 ISSUED PERMIT.pdf 01/13/2021 7971637-ASD Impact Fee Receipt.pdf 11/05/2020 7651829-3530 Site Plan.pdf 11/05/2020 7651732-3530 Application.pdf dM `pu-olsI ounwo3 SNVd d— LL—LL8 CD Mp°€3T-1)NI3�131S-dt0TAD Nd tT2 ST02/9/OT qod 9 TA U P J uaoo•p{ingZsuold@80�J 8909-629-098 SNnUVA , N LPI ! nqZsueld cv jcl, j t C ETI � I 0 � ..W ENn a E 18 8 w u � o 5 0 0 : W o � I I0 zI � ii - - - - - - - - - - f OoOo z 01010 0 0 - - - - - - - - Oo 0 ,W - - - - - - - W o � 000 W 0,z 0 � 00 � n I� ol ol. 0 010000 H i Q W > U OD W LL1 W J Q W W H J rr^^ Q ® �- V l ►- W W Q u LLJ Q I I_ m z ,9 y/-\ 'puolsj ouown3 SNY- d— LL—LL8 6nnp'-13I—DNI-idDiS—V-�OTAD Wd -bT:2 9TO2/9/OT qo�l woo'PlingZsupldg80�i 8909-689-098 s 9 0H . @TAB -U'eJ W Pi ! nq -Zsueld I Q x� � �F ---- -- - ----- ----- - ___----------- ---------- 0-SXO- 0-5x0-y C] TOILET Z JQ SX'b Z JQ ex-17 `p Cl1 ¢ I U / / Q I Q Q Qre )n W \ 1 r O N G x o r ao o O U + x I ! 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