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HomeMy WebLinkAbout116 N WASHINGTON AVE_BLD3338_2026 NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY .71 APPROVED PERMIT#: ❑ AM Cl PM DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 // L- � /111X-7 INSPECTOR DATE PLANNING 71 CIVIL Cl BUILDING CITY OF ARLINGTON '� • NOTICE V TO PERMITEE AND/OR OWNER 0 PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED 0 DO NOT OCCUPY 0 APPROVED PERMIT#: 0 AM ❑ PM DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE 6�t Y Off, [3 PLANNING 0 CIVIL O BUILDING CITY OF ARLINGTON ' NOTICE- TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 7 APPROVED PERMIT#: ❑ AM 13-PM DATE: JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS 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 O BUILDING CITY OF ARLINGTON N NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#.-I;((,>. Q14PM I ❑ PM DATE: `?,.v',�/� ,� JOB ADDRESS: I Ito 0 � fff*j j l(nj)-k j � LOT#: PROJECT: �j Cel-ft.1 TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPF.CTION THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE M PLANNING M CIVIL p BUILDING CITY OF ARLINGTON r � - - - - R I ■ • � � �► � � ,: L � � it y ' l� I � • � � - K NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: s�'%7 f `> AM ❑ PM DATE: JOB ADDRESS: I `( 1 i I A LOT#• PROJECT: TYPE OF INSPECTION: ,�I (� , '," 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(PEIZ'IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION 1 THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE C Y O PLANNING O CIVIL XBUILDING CITY OF ARLINGTON S i CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3338 116 N Washington Avenue PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 00455400601601 Valuation: 272504.22 OWNER APPLICANT CONTRACTOR CHRIS&HOLLI SMITH Ridgeland Custom Homes,LLC Ridgeland Custom Homes PO BOX 384 PO Box 130 PO Box 130 ARLINGTON,WA 98223 Arlington,WA 98223 Arlington,WA 98223 425-343-4562 425-343-4562 LIC:RIDGECH851QC EXP:04/22/2022 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: 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 eturn form and coded City of Arlington#3101. Sign re Print Name Date Released By ate CONDITIONS SEE REDLINED DRAWINGS FOR� )ITIONAL REQUIREMENTS.ADHERE TC .'PROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS. STREET TREES ARE REQUIRED ON WASHINGTON AVENEU AND 2ND STREET.ADA RAMPS AS A PART OF THE FRONTAGE IMPROVEMENTS SHALL ADHERE TO THE CONDITIONS OF THE CIVIL PERMIT.CONSTRUCTION SITES SHALL ADHERE TO CURRENT COVID-19 JOBSITE REQUIREMENTS AS PER LOCAL, STATE AND FEDERAL REGULATIONS.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 12/04/2020 Park-Community SF $1,662.00 12/04/2020 Park-Mini SF $484.00 12/04/2020 Traffic Mitiqation-City $3,355.00 12/04/2020 Fireplace/Insert/Woodstove $30.00 12/04/2020 Forced Air Heat $15.00 12/04/2020 Gas Piping/Units $15.00 12/04/2020 Mechanical Base $25.00 12/04/2020 Range Hood $15.00 12/04/2020 Processing/Technology Fee $25.00 12/04/2020 Bath/Shower or Shower Only $45.00 12/04/2020 Clothes Washer $15.00 12/04/2020 Hose Bib/Roof Drains $30.00 12/04/2020 Lavatory $60.00 12/04/2020 Plumbing Base $25.00 12/04/2020 Plumbing Misc. $60.00 12/04/2020 Sinks/Toilets/Urinals/Disposal $15.00 12/04/2020 Water Heater $25.00 12/04/2020 State Building Code Surcharge Fee $6.50 12/04/2020 Building Permit Fee $2,948.50 12/04/2020 Building Plan Review Fee $1,916.53 12/04/2020 Traffic Mitigation-City ($3,355.00) Total Due: $7,417.53 Total Payment: $0.00 Balance Due: $7,417.53 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 ARLINGTON SCHOOL DISTRlr'T NO. 16 145129 LOCAL RECEIPT DATt off Received fromr \ C A ` -- For I ( Q ACCOUNT Cm AMOUNT CASH CHE 1� l MO BANK. - DATE AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 ,`\\ 145130 LOCAL REC IPT DACulT L V A A Received from 'C _ For i ACCOUNT C E AMOUNT CASH yz U)"d kul GA� Mo BANK DATE AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 145131 LOCAL RECEIPT DATE Received from kd " C For o — Perm 11 ACCOUNT E AMOUNT { $ 5(o, C7 CASH CNf BY MO BANK OA AMOUNT ARLINGTON SCHOOL DISTRICT NO. 16 145132 LOCAL RE EIPT DAT L c�O2� Received from 1%11 For 4 0, ACCOUNT AMOUNT p CASH �`�� CH BY REST� -- Aff�HTIAL PERMIT ® LICATIOI A �impartment of C A�1' �® City of Arlin >to om nunity g Economic 1,�ICv n • 18204 59th Ave NE• Development Arlington, WA 98223 • phone(360)403-3551 THIS APPLICATION IS TO BE USED VV" ADDITION, DECK,OR ACCESSORY STRU C T APPLYING FOR A NEW OF CONSTRUCTION DRAWINGS AND TNVp ORES. Tf IlSgppLICATION SINGLE-FAMILY, DUPLEX T f2) SETS OF STRUCTURAL CALCULATIONS. THE OWNHOU; ALSO INCLUDE THE PLUMBING SUB" >_ UST BE ACCOMPANIED BY Two VERIFICATION MAY BE SUBMITTED PRIp F AL AND THE MECHANICAL APPLICATION)MU,, SUBMITTAL FORMS. THE ZONIN Project Address: � / �-�� ��OCK 9419 �, ",��1�q.-�` � 1 PIat:Gr! Single-family ❑1 Duplex ✓� ��� � _ 1 Townhouse Addition s ❑ Proposed Area: 1 Floor: �,�� 2^d Floor. Accessory structure Describe Proposal Include cross street): Tom` - Garage: P � ) ZB Total SF. E f 4 m 1 �brrlc C N�2 C1 J c 5�2 3 Valuations Owner: IV i 0(, =LA1 Address: Y. OL City: I'I� Phone: Z5 4 ; - u MCA 7 Email: State:� Zip Code: Applicant: /S i L c_ ��r �� L Syr Address: �t) 13Q City: Phone: . /-1,2 3U 3- 4_,::�(p 7 State: Zi Email: � P Code: Contractor: i O6 L L,14,v� C S — Address: oy_ ! ;Q City: ,,, ''// Phone: �f�,�5- nu - �J_ Z State:1iU� Zip Code:9$Z ---_ I Email. Contact Person:Ddg] iS n Ilartfr LicenseccJ !t�i Number: � • i r:l /��t N [Expiration: 1 /Z Z��Z Recei„ed 6I16LP UL 2 0 2020 Page 100 ®�Y RESIDENTIAL PERMIT APPLICATION Department of Community&Economic Development dQ�IN City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved) (Check all that apply and indicate the number of fixtures proposed) Bath/Shower Combo (4.0) x 1 ®; Sink(1.5) x f ;!l (� Shower(2.0) x Lavatory(1.0) x Ll Clothes Washer(4.0) x I ® Water Closet(2.5) x Dishwasher(1.5) x ! �( Water Heater x f Hose Bibb(2.5) x 2 Water Heater Model# )/PE2/DS ❑I Other(list) x N jq g I E A/ yo Plumbing Section Continued II � � Proposed Water Piping Size: f Proposed DWV Material: , Proposed Piping Material: Proposed DWV Size: c All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 • All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6116LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION Department of Community& Economic Development 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: 14i yr7l�PiiCntj e�y S+RNurtrp Furnace(e �QS t-) Model# 5 9Y i5®4 y AFUE 95 01 Heat Pump Model# SEER HSPE _ -E AC Unit Model# SEER Type II Hood 0( Commercial Cooking Appliance Hydronic Piping Boiler Solid-Fuel Appliance PV System Fireplace Insert Outdoor BBQ ❑ Storage Tank Freestanding Stove ❑' Gas Piping Other Gas Piping Information Not Applicable: 01 _ n Pipe Material: e nck� LftoL\l Pipe Size: Total BTU's of all Appliances: ,q,20. ,(.n_6 Distance from Meter to Furthest Appliance: /5 ' • 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: .�5 Print Applicants Name::DF_,�JAiis KRI & LESWD(71n, 6/16LP Page 3 of 3 ,. .. � _�. i � i I a Y •H r s MIN. 4" PERFORATED PIPE ROOF INFILTRATION TRENCH DRAIN ------------------------ ------ I I I YARD DRAIN � ---- ---- T RNE PLAN VIEW SOLID PIPE TUQ "T D SECTIONELBOW ROOF DRAIN GEOTEXTILE ON 10- A TOP AND SIDES 4" PERFORATED PIPE 6" MIN ' 4" TEE t —0.00% 2' MIN I MIN PLUG WITH 1/2" 1' MIN WASHED ROCK 3/4"-1 1/2' 1' MIN CENTERED HOLE — ----------------- YARD DRAIN OR CB FINE MESH SUMP W/SOLID LID SCREEN 3' MIN MAX 100' —I— 10' MIN A —� HIGH GROUNDWATER TABLE SECTION VIEW NOTES. GEOTEX 6 TILE COMPACTED 1. TRENCHES SHALL BE A MINIMUM OF 10' FROM BACKFILL BUILDING, PROPERTY LINES, AND EASEMENTS. 2. THE FOLLOWING MINIMUM LENGTH (LINEAR FEET) " MIN PER 1,000 SQUARE FEET OF ROOF AREA BASED MIN. 4" ON SOIL TYPE MAY BE USED FOR SIZING PERFORATED DOWNSPOUT INFILTRATION TRENCHES. PIPE COURSE SAND & COBBLES 20 LF 2' MIN WASHED ROCK MEDIUM SAND 30 LF 1' MIN 3/4"-1 1/2" FINE SAND, LOAMY SAND 75 LF SANDY LOAM 125 LF LOAM 190 LF ' 3. MINIMUM SPACING BETWEEN ADJACENT TRENCH 2' WALLS MUST BE 6 FEET. 4. INFILTRATION TRENCHES SHALL NOT BE BUILT ON SECTION A A } SLOPES GREATER THAN 25 PERCENT, ONlim SLOPES GREATER THAN 25 PERCENT HAVE A ;' ' — ICE C- 01AMINIMUM SETBACK OF 50' FOR INFILTRATION TRENCHES. GtT Y �� � our DEPARTMENT OF PUBLIC WORKS STANDARD DETAIL DATE 07/31/2- STANDARD DETAIL NUMBER • • IMF SUN 5KC 7 RESIDENTIAL ROOF DRAIN INFILTRATION SD- 140 +LINGI0 TRENCH 4 �. � l � J� � � - � � \� ' Simple Heating System Size:Washington State This heating system sizing calculator is based on the Prescriptive Requirements of the 2015 Washi to State Enerav Code(WSECI and ACCA Manuals J and S.This calculator will calculate healing 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. Prciect inlormation Contact Information W ESl MONT 24 GEORGE D.DEASY AI6D 8146 SEHOMF.ROAD 131AINE,WA.98230 Heatlna System Type: ®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 Marysv�llc I AT=Indoor(70 degrees)-Outdoor Design Temp Area of Building ! Conditioned Floor Area Instructions Conditioned Floor Area(sq ft) 2 017 1 Average Ceiling Height Conditioned Volume Instructions Average Ceiling Height(ft) 8,81 17,649 Glazing and Doors U-Faotor X Area = UA Instructions u oau 0.300 268 80.40 S Iky fights U-Faotor X Area = UA Instructions 0.50 --- Insulation Attie U-Faotor X Area = UA Instructions - 0.026 1,333 34.66 Single Rafter or Joist Vaulted Ceilings U-Factor X Area UA Instructions Select R.Value . No selection --- Above Grade Walls(see Figurer U-Faotor X Area UA Instructions �R-Zt lmerrnediate 0.056 2.1-321 119.39 Floors U-Factor X Area UA Instructions - - - ■ 0.025 1,333 33.33 n Below Grade Walls(see Figure 1) U-Faotor X Area OFFICE Instructions Select R-value V� No selection - Slab Below Grade(see Floum 1) F-Factor X Length UA Instructions No selection __ Select conditioning � Slab on Grade(seeFlaure 1) F-Faotor X Length UA Received Instructions Select R-Value . J No selection --- JUL 2 0 2020 Location of Ducts 23118 Ulxollditgned Space Instructions Duct Leakage Coefficient J� 1.10 Sum of UA 267.78 Envelope Heat Load 12,585 Btu/Hour Figure 1. SumofUAXAT Air Leakage Heat Load 8,959 Btu/Hour Volume X 0.6 X AT X 010 Ae-eGreda Building Design Heat Load 21,544 Btu/Hour - Air Leakage+Envelope i-kat Loss Building and Duct Heat Load 23,698 Btu/Hour Ducts in unconditioned space:Sum of Building Heat Loss X 1 10 Ducts in conditioned space:Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 33,178 Btu/Hour Building and Duct Heat Loss X 140 for Forced Air Furnace Building and Duct Heat Loss X 125 for Heat Pump (07101113) WESTMONT24 I GEORGE D.DEASYAIBD 8146 SEHOME ROAD BLAINE WA.98230 360-840-5141 Conditioned Floor Area 2,017 Component Performanoe,R 000upanoles Code Target Values Proposed Design Area UA Area UA Doors U= 0.300 38 11 38 11 Overhead Glazing U=0.500 0 0 0 0 Vertical Glazing U= 0.300 230 69 230 64 FlatNaulted Ceilings U=0.026 1,333 35 1,333 36 Wall(above grade) U=0.056 2,132 119 2,132 122 Floors U= 0.029 1,333 39 1,333 33 Slab on Grade F=0.540 0 0 0 0 Below Grade Wall U=0.042 0 0 0 0 Below Grade Slab F=0.570 0 0 0 0 Target UA Total I Proposed UA TotalTarget Credits from Table 406.2 Proposed Credits from 3.5 Table 406.2 Qualifies,please oheok for oomplete Component Desriptic If the Proposed UA 5 the Target UA,and the Proposed Credits from Table 406.2 are z those required in Section R406.2,then the home meets the 2015 WSEC. Exterior Doors Plan Component Door Width Height ID Description Ref. U Qt. Feet Inch Feet Inch Area UA Insulated Steel,Wood Edge(ISteeIWE) 10-6C 0.16 1 3 .1 61 8 20 3 Wood slab in wood frame(WoodSWF) 10-6C 0.46 1 2 8 61 8 18 8 0 0.00 0 0 1W 0 0.00 0 0 'W' 0 0.00 0 0 0 0.00 1) 0 0 0.00 0 0 Sum of Area and UA 381 11 Overhead Glazing: Plan Component Glazing Width Height ID Description Ref. U Qt. Feet inch Feet Inch Area UA H0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 Sum of Area and UA 01 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program. (see copyright restrictions) J -'1 Vertioal Glazing Plan Component Glazing Width Height ID Descri--fin Ref. U Qt. Feet inch Feet Inch Area UA 291 Vinyl,Low-e+argon Clear ', 10-66 0.28 3 3 ° 5 ° 45 13 2gl Vinyl,Low-e+argon Clear 10-6B 0.28 1 2 ° 4 ° 10 3 2gl Vinyl,Low-e+argon Clear 10-66 0.28 2 6 ° 5 ° 60 17 2gl Vinyl,Low-e+argon Clear 10-613 0.28 2 4 ° 4 ° 32 9 2gl Vinyl,Low-e+argon Clear 'w 1 10-613 0.28 1 1 ° 5 ° 5 1 2gl Vinyl,Low-e+argon Clear w' 10-613 0.28 3 2 ° 31 ° 18 5 2gl Vinyl,Low-e+argon Clear w 1 10-613 028 2 31 ° 3 6 21 6 2gl Vinyl,Low-e+argon Clear 10-613 0.28 1 4 ° 3 ° 14 4 2gl Vinyl,Low-e+argon Clear 10-6B 0.28 1 5 ° 5 ° 25 7 0 000 0 0 _ 0 000 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 &00 0 0 0 0.00 01 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 _ 1' 0 0.00 0 0 0 0.00 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 1 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 .w' 0 0.00 0 0 w I 0 0.00 0 0 1w 0 0.00 0 0 1w 0 0.00 0 0 1w 0 0.00 0 0 0 0.00 0 0 0 000 0 0 1w, 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 �i 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 0 0.00 0 0 _ 0 0.00 0 0 �I 0 000 0 0 0 0.00 0 0 1 1 Sum of Area and UAI 2301 64 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension EnR90F AAF?OMM"Mstriclions) 1 021 _ 1� � Flat/Vaulted Callings Plan Component Attic ID Description Ref U Area UA R49 blown Attic STD baffled 10-7 0.027 1.333 36 0 0.000 0 1W 0 0.000 0 o 0.000 0 Sum of Area and UA 1 1,3331 361 Walls(Above Grade) Plan Component Wall ID Description Ref. U Net Area UA R21 cavity+RO foam STD 2X6W Lap 10-5 0.057 2.132 122 0 0.000 0 0 0.000 0 0 0.000 0 Sum of Area and UA 1 2.132 122 Floor(over orawl or exterior) Plan Component Floor ID Description Ref. U Area UA R38 vented Joist 16oc 10-3 0.025 1.333 33 0 0.000 0 0 0.000 0 0 0,000 0 Sum of Area and UA 1 1,333 33 Slab on Grade(less than 2 feet below grade) Plan Component Slab Slab ID Description Ref. F Length UA 0.000 0 0 0 000 0 0 0.000 0 0 0.000 0 Sum of Area and UA 0 0 Below Grade Walls and Slabs Plan Component Wall Wall Wall Slab Slab Slab ID Descripgon Ref. U Area UA F Length UA 0 0.000 0.01 0.000 1 0 i 0 0 000 0.0 0.000 0 0 0.000 0.0 0.000 0 0 0.000 0.0 0.000 0 Sum of Area,Length and UA 01 0.0 1 01 0 Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program (see copyright restrictions) I Table R406.2 Summary Opt Description Credit(s) 1a Efficient Building Envelope 1a 0.5 0 0.5 1b Efficient Building Envelope 1b 1.0 ❑ 1c Efficient Building Envelope 1c 2.0 ❑ 1d I 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 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 10 0.5 5b Efficient Water Heating 5b 1.0 ❑ 5c Efficient Water Heating 5c 1.5 0 1 5 5d Efficient Water heating 5d 0.5 ❑ 6 Renewable Electric Energy 0.5 kWh ❑ Total Credits 3.5 *Please refer to Table R406.2 for complete option descriptions Copyright 2013,WSUEEP10-009(Version 11)Copied by permission from Washington State University Extension Energy Program (see copyright restrictions) GE0RGE D. DEASY AIBD BeamChek v2O1b licensed to: &WRGE D. DFA5YA1BD Reg #b1O-12 Ye5TM0NT 24 1st FLOOR WINDOW HDR 1 Date: -7/09/20 5electlon bx 10 DF-L #2 Lu = 0.0 Ft Conditions N05 2015 Min Bearing Area R1= 6.3 in2R2= 6.3 in2(1.5) OL Deft= 0.04 in Data Beam Span 6.0 ft Reaction 1 LL 2493 # Reaction 2 LL 2493 # Beam Yit per ft 12.7# Reaction 1 TL 3938# Reaction 2 TL 3938 # Bm Wt Included 116# Maximum V 3938 # Max Moment 590-1 # Max V (Reduced)2899# TL Max DefI L /240 TL Actual DefI L /'190 LL Max Defl L/560 LL Actual DefiL / >1000 Attributes Section (in') Shear (in2) TL DefI (in) LL DefI Actual 82.73 52.25 0.09 0.05 Critical 81.01 25.58 0.30 0.20 Status OK OK OK OK Ratio 98% 49% 30% 24% Fb (psi) Fv (psi) E (psi x mil) F —1 (psi) values Reference Values 8"15 1"10 1.3 625 Adjusted Values 8'15 1"10 1.3 625 AdJustments OF Size Factor 1.000 Od Duration 1.00 1.00 Or Repetitive 1.00 Oh Shear 5tress N/A Cm Net Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb = 0.00 Le = 0.00 Ft oads Uniform LLA00 Uniform TL:660 =A Par Unif LL Par Unif TL 5tart End 1 H = 80 0 6.0 550 1 = 560 0 6.0 I H Uniform Load A J R1 = 3938 5 R2 = 3938 OFFICE COPY Uniform and partial uniform loads are Ibs per lineal ft. �,, �� 1.� �r. � � I I GEOIit6E D. DEASY AIBD BeamGhek y2O78licensed to:GEORGED. DEASYs�IBD Reg#010-12 WESTMONT 24 2 nd FLOOR WINDOW HOR 2 _ Date: -I/Oq/20 5e%tion l bx 5 DF-L#2 Lu = 0.0 Ft Gond/t/ons N05 2015 Min Bearing Area R1= 1.0 inz R2= 1.0 inz(1.5) DL Defl= <0.01 in. Data Beam 5pan 4.0 ft Reaction 1 LL -700 # Reaction 2 LL '700 # Beam Wt per ft 10.02# Reaction 1 TL 1140 # Reaction 2 TL 1140 # Bm Wt Included 40# Maximum V 1140 # Max Moment 1140'# Max V (Reduced) '784 # TL Max DefI L /240 TL Actual DefIL / >1000 LL Max Defl L/360 LL Actual DefIL / >1000 Attr[butes Section (in3) Shear (In2) TL DefI (in) LL Defl Actual 51.56 41.25 0.02 <0.01 Gritical 18.24 roA2 0.20 0.13 5tatu5 OK OK OK OK Ratio 35% 111% 8% 6% Fb (psi) Fv ( 51) E (psi x mil) Fes( sl) Values Reference Values '750 1-70 1.3 625 Adjusted Values "150 1'70 1.5 625 �c1�ustments GF 51ze Factor 1.000 Gd Duration 1.00 1.00 Cr Repetitive 1.00 Gh 5hear 5tres5 N/A Gm Net Use 1.00 1.00 1.00 1.00 GI 5tability 1.0000 Rb =0.00 Le = 0.00 Ft Loads Uniform LL:350 Uniform TL:560 =A Uniform Load A R1 = 1140 R2 = 1140 5FAN = 4 FT Uniform and partial uniform loads are Ibs per lineal ft. �i _ i r i _ � I I APA Wall Bracing Calculator 1-,oject Report Builder/Designer GEORGE D DEASY Home/Building Plan Name WESTMONT Development Address ARLINGTON Cade BASED ON 2015 IRC SDC(Seismic Design Category) D1 Wind Speed <=110 mph Wind Exposure Category EXPOSURE B Total Number of Stories 2 STORY Cripple Wall NO Mean Roof Height less than 30 ft. YES STORY 1 STORY 2 A B A B 1 1 2 2 3 3 4 OFFICE COPY Received 'UL 2 0 2020 r" � _ :� �� ' r � �� ' i ,y G i �, S: c �/ u J� � I I WALL LINE ELEVATION VIEW B1 B2 B3 Total Wall Line Length: 56'0" WALL LINE PLAN VIEW Bi B2 ED Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story A CS-WSP 0.84 5.04 0.85 18.17 18.17 44.01 ConViiant Wall Line Wall Bracing Segment Adjacent OpeningQualified Nails Tension Hold Down Segment Height Method Length Height Segment Tie Bi 9' CS-WSP 31' 2" 5' 0" 31.17 6712" B2 9' CS-WSP 6' 2" 5' 0" 6.17 6"/12" 63 9' CS-WSP 6' 8" 5' 0" 6.67 6"/12" WALL LINE ELEVATION VIEW 81 82 B3 Total Wall Line Length: 54'6" WALL LINE PLAN VIEW B1 82 93 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story B CS-WSP 0.84 5.04 0.85 17.53 17.53 48.51 Compliant Wall Line Wall Bracing Segment AdjacentQualified Tension Segment Height Method Length Opening Segment Mail$ Tie Hold Down Height B1 9' CS-WSP 23' 11" 3'0" 23.92 6712" 132 9' CS-WSP 8' 11" 3' 6" 8.92 6712" 63 9' CS-WSP 15'8" 3' 6" 15.67 6"/12" WALL LINE ELEVATION VIEW B3 B2 Total Wall Line Length: 22'0" WALL LINE PLAN VIEW Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 1 PF-G 1.09 6.54 0.85 7.19 7.19 9 Compliant Wall Line Wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Segment Malls Tie Hold Down Height Bl 9' PF-G TO" 8'0" 4.5 3"/3"grid 62 9' PF-G 3'0" 81011 4.5 W/3"grid 1,825 Include required collector design/details on plans according to APA TT-102 Include proper PF or ABW details on the plans. 4 L. I I WALL LINE ELEVATION VIEW 01 B2 Total Wall Line Length: 22'W WALL LINE PLAN VIEW Bi B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Lime Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 2 CS-WSP 1.09 9.81 1.16 9.81 9.81 19.33 CQmpiiant Wall Line Wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Segment flails Tie Hold Down Height B1 9' CS-WSP 10,0" 6' 8" 10 6712" B2 9' CS-WSP 9'4" 6-8" 9.33 67/12" �, r. WALL LINE ELEVATION VIEW B1 82 83 B4 Total Wall Line Length:22'0" WALL LINE PLAN VIEW 01 B2 133 64 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 1st Story 3 CS-WSP 1.09 9.81 1.16 9.81 9.81 14.75 Compliant Wall Line Wall Bracin Se Adjacent 9 Segment Opening Qualified Nails Tension Hold Down Segment Height Method Length Height Segment Tie B1 9' CS-WSP 3'2" 5. 041 3.17 6712" B2 9' CS-WSP 3'6" 5.011 3.5 6712" B3 9' CS-WSP 0' 3" 6'8" 0 6712" B4 9' CS-WSP 8111, 6'8" 8.08 6712" r r, i WALL LINE ELEVATION VIEW Bi 02 83 B4 Total Wall Line Length: 56'0" WALL LINE PLAN VIEW Bi _. B4 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story A CS-WSP 0.68 2.24 0.85 8.09 8.09 45.01 Compliant Wall Line Wall Bracing Segment AdjacentOpening Qualified Nails Tension Hold Down Segment Height Method Length Height Segment Tie Bl 8' CS-WSP 4' 0" 3' 0" 4 6"/12" B2 8' CS-WSP 17' 5" 4' 0" 17.42 6"/12" B3 8' CS-WSP 7' 8" 4' 0" 7.67 67 12" 134 8' CS-WSP 15' 11" 4' 0" 15.92 6"/12" .� � � � I WALL LINE ELEVATION VIEW B1 B2 Total Wall Line Length: 54'6" WALL LINE FLAN VIEW B1 B2 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story B CS-WSP 0.68 2.24 0.85 7.8 7.8 52.5 Compliant Wall Line Wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Segment Nails Tie Hold Down Height B1 8' CS-WSP 20' 4" 3' 0" 20.33 6"/12" B2 8' CS-WSP 32' 2" 3' 0" 32.17 6"/12" _ �� - I I WALL LINE ELEVATION VIEW 81 B2 Total'T'all Line. Length: 22'0" WALL LINE PLAN VIEW 81 Bx Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 1 CS-WSP 0.99 2.83 0.85 3.18 3.18 17 Compliant Wall Line Wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Segment Nails Tie Hold Down Height B1 8' CS-WSP 13'2" 4'0" 13.17 6712" B2 8' CS-WSP 3' 10" 4'0" 3.83 6"/12" . ' ' ,• c WALL LINE ELEVATION VIEW B1 82 Total VJall Line Length: 22'0" WALL LINE PLAN VIEW 61 02 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 2 GB-2s4ft 0.99 5.77 0.85 5.61 5.77 18 Compliant Wall Line Wall Bracing Segment Adjacent Opening Qualified malls Tension Hold Down Segment Height Method Length Height Segment Tie B1 8' GB-2s4ft 11, 101, 94001 11.83 7"/7" B2 8' GB-2s4ft 6' 2" 9' 0" 6.17 7"/7" i i WALL LINE ELEVATION VIEW B1 82 Total Wall Line Length: 22'4" WALL LINE PLAN VIEW Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 3 GB-2s4ft 0.99 5.35 0.85 5.61 5.61 12 Con-pliant Wall Line Wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Segment Nails Tie Hold Down Height B1 8' GB-2s4ft 6' 2" 6' 8" 6.17 7"/7" B2 8' GB-2s4ft 51101, 910.1 5.83 7"/7" WALL LINE ELEVATION VIEW B1 B2 83 B4 Total Wall Line Length: 22'0" WALL LINE PLAN VIEW 1111 62 B4 Story Wall Bracing Wind Wind Bracing Seismic Seismic Bracing Required Qualified Bracing Line Method Factors Amount Factors Amount Bracing Bracing Status 2nd Story 4 CS-WSP 0.99 2.61 0.85 3.18 3.18 13.24 Compliant Wall Line Wall Bracing Segment Adjacent Qualified Tension Segment Height Method Length Opening Segment Nails Tte Hold Down Height 131 8' CS-WSP 4'4" 5' 0" 4.33 6712" B2 8' CS-WSP 0' 3" 5' 0" 0 6"/12" 133 8' CS-WSP 6' 7" 6' 0" 6.58 6712" 64 8' CS-WSP 2'4" 6' 0" 2.33 6"/12" •1 r. APA Wan Bracing Calculator v2.6.0 i ,APA Wall Bracing Calculator oject Report Builder/Designer GORGE D DEASY Home/Building Plan Name WESTMONT Development Address ARLINGTON Code BASED ON 2015 IRC SDC(Seismic Design Category) D1 Wind Speed <=110 mph Wind Exposure Category EXPOSURE B Total Number of Stories 2 STORY Cripple Wall NO Mean Roof Height less than 30 ft YES STORY 1 STORY 2 A B A B 1 1 2 2 3 y---� 3 Um V z ~ v U_ LL w � o _ C'S C'S p o a- z a �— w w `�' m `>J N � `� Q 111 V V• o N n.l Q ° LUw - v w > > w O z a os F- z — w V 11.1 s V LL. W LJL— C> V.^ J ILLJOL � N AM AMS L� O w ----------- f'!'t -------------- LU li ------ - - - -- _ O N W p�p Q Q w Ll J m • 1. c r �.1�. 1 - L 1 ' _I 1 ~myµ. �s I J r� z- - .�. -� N �y��i �+ � � �1 r..:�.r� !'r'1 � a i� � T — 1' , . � - _ - � - - - RESIDENTIAL PERMIT APPLICATION o Department of Community&Economic Development �� City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR A NEW SINGLE-FAMILY, DUPLEX, TOWNHOUSE, ADDITION,DECK,OR ACCESSORY STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS AND TWO(2)SETS OF STRUCTURAL CALCULATIONS. THE APPLICATION MUST ALSO INCLUDE THE PLUMBING SUBMITTAL AND THE MECHANICAL SUBMITTAL FORMS. THE ZONING VERIFICATION MAY BE SUBMITTED PRIOR. II � �P �I 1 RRL i n.cj i o n( Project Address: Lei -r /b 1 JJC u,(S hIOC.� (2 Plat:Cr r--,=-Oe s f;rsr ►yco wi�oJ-to 0., Single-family El Duplex ❑l Townhouse ❑ Addition ❑ Accessory structure Proposed Area: 1st Floor: 7,�L9 2nd Floor:_ Garage: Total SF: XNCIUvi-i-(J --(4r Describe Proposal (include cross street): / l r sT Q ijo 5EC mmn srg Fat- ValuationsFIEF ff? FCa� Owner: 0(,r_,/A"/0 OU4TnM 1-4-oM 902 uL Address: City: l; State: Zip Code: 9 Phone: 4 25-. 4 - L6 �(D 7 Email: f10 r-rh-l;e LJ -7 Applicant: Address: tom. �. 'box- 13D City:RrL State: Zip Code: g82z. Phone: Email: j')nf I'M 0 i e Lc)1 y 17 6 USA COO Contractor: 06-1_4A. ,/ ,'/ Address: 1" D. f. oY- 1,320 City: State:UU14. Zip Code:98Z1 Phone: �/0?5 3c1_z, 415(02_ Email pr-rh1f;euJ )DJ7 e�) tIIS4 Contact Person'.DEfilM,S JpSiujrTh License Number: ?ID(-ECW83/OCI=-xpiration: 'y /Z Z022— Received JUL 2 0 2020 6/16LP Page 1 of 3 Y °�' RESIDENTIAL PERMIT APPLICATION Department of Community&Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 Plumbing Section (continue filling out if plumbing is involved} (Check all that apply and indicate the number,of fixtures proposed) f Bath/Shower Combo (4.0) x Sink(1.5) x f Shower(2.0) x Lavatory(1.0) x Ll Clothes Washer(4.0) x r N! Water Closet(2.5) x Dishwasher(1.5) x , Cali Water Heater x FK Hose Bibb (2.5) x Z Water Heater Model# jVFtr--2/DS Onl ��m�,uc0�7-Afvkl�ss Other(list) x I E A/ � o Plumbing Section Continued 11 Proposed Water Piping Size: ( Proposed DWV Material: 0_5 Proposed Piping Material: P Proposed DWV Size: All hose bibs required to be equipped with Atmospheric Vacuum Breakers per ASSE 1019 All water supplies at 80psi or greater shall have Pressure Reducing Valves (PRV) 6116LP Page 2 of 3 RESIDENTIAL PERMIT APPLICATION o I 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: A mRi G Fan1 5 i RNfIIFr� Furnace Model# S 9X $®4 D AFUE 95' Heat Pump Model# SEER HSPE _ AC Unit Model# SEER _ Type II Hood ❑ Commercial Cooking Appliance ❑ Hydronic Piping Boiler Q Solid-Fuel Appliance ❑I PV System Fireplace Insert Outdoor BBQ Storage Tank 141 Freestanding Stove ❑' Gas Piping ❑; Other Gas Piping Information Not Applicable: 01 Pipe Material:_40d" 11��,�1 Pi a Size: a� BTU's p _Total of all Appliances: Distance from Meter to Furthest Appliance: /S 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: r` Date: 3 Print Applicants Name: KR;(_,LC-._SU)p (7jn 6/16LP Page 3 of 3 V NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: I © AM ❑ PM IiDATE• OBADDRESS: LOT#: PROJECT: TYPE OF INSPECTION: 1l I ( 1 OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 " ,Age INSPECTOR DATE � Y � PLANNING CIVIL r BUILDING � 0 0 CITY OF ARLINGTON NOTICE V TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED 0 DO NOT OCCUPY 2rAPPROVED PERMIT#: AM ❑ PM DATE: 2 ' ' '•_ l i JOB ADDRESS: I t �� �� ,� ;;�.(\ ,;1 LOT#: i PROJECT: TYPE OF INSPECTION: +- OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 Cl 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 A % 0 PLANNING O CIVIL n BIJIL ING CITY OF ARLINGTON nc NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: ql4W ❑ PM DATE: `li.lA,W JOB ADDRESS: LOT#: PROJECT: TYPE OF INSPECTION:fax cltjmfZ_ 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 REINSPECT ESN 17 l THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE L�1 ti Off. 0 PLANNING 0 CIVIL [I BUILDING CITY OF ARLINGTON NOTICE V TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY 'APPROVED I ^ PERMIT#: " I � ❑ AM 9-'PM _DATE: ) OB ADDRESS: ` 4 b 13 1I0 ""itV 1i,�L J l V+ �" i w LOT#: PROJECT: TYPE OF INSPECTION: {OTHER: l�"��I'��� L 7 ,Li ❑ 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 DAT O PLANNING 0 CIVIL Cl BUW ING CITY OF ARLINGTON NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY d APPROVED PERMIT#: ❑ AM ❑ PM DATE: G OB ADDRESS: :1 .t I �. LOT#: PROJECT: TYPE OF INSPECTION: OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAY APPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE O PLANNING M CIVIL O BUILDING CITY OF ARLINGTON nc;^ CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT Permit#:3338 116 N Washington Avenue PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Parcel#: 00455400601601 Valuation:272504.22 OWNER APPLICANT CONTRACTOR CHRIS &HOLLI SMITH Ridgeland Custom Homes,LLC Ridgeland Custom Homes PO BOX 384 PO Box 130 PO Box 130 ARLINGTON,WA 98223 Arlington,WA 98223 Arlington,WA 98223 425-343-4562 425-343-4562 LIC:RIDGECH851QC EXP:04/22/2022 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: 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 eturn form and coded City of Arlington#3101. Sign re Print Name Date Released By bate CONDITIONS SEE REDLINED DRAWINGS FOR ADDITIONAL REQUIREMENTS.ADHERE TO APPROVED PLANS.APPROVED JOB COPY SHALL BE ONSITE FOR CONSTRUCTION AND INSPECTIONS. STREET TREES ARE REQUIRED ON WASHINGTON AVENEU AND 2ND STREET.ADA RAMPS AS A PART OF THE FRONTAGE IMPROVEMENTS SHALL ADHERE TO THE CONDITIONS OF THE CIVIL PERMIT. CONSTRUCTION SITES SHALL ADHERE TO CURRENT COVID-19 JOBSITE REQUIREMENTS AS PER LOCAL, STATE AND FEDERAL REGULATIONS.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 12/04/2020 Park-Community SF $1,662.00 12/04/2020 Park-Mini SF $484.00 12/04/2020 Traffic Mitigation-City $3,355.00 12/04/2020 Fireplace/Insert/Woodstove $30.00 12/04/2020 Forced Air Heat $15.00 12/04/2020 Gas Piping/Units $15.00 12/04/2020 Mechanical Base $25.00 12/04/2020 Range Hood $15.00 12/04/2020 Processing/Technology Fee $25.00 12/04/2020 Bath/Shower or Shower Only $45.00 12/04/2020 Clothes Washer $15.00 12/04/2020 Hose Bib/Roof Drains $30.00 12/04/2020 Lavatory $60.00 12/04/2020 Plumbing Base $25.00 12/04/2020 Plumbing Misc. $60.00 12/04/2020 Sinks/Toilets/Urinals/Disposal $15.00 12/04/2020 Water Heater $25.00 12/04/2020 State Building Code Surcharge Fee $6.50 12/04/2020 Building Permit Fee $2,948.50 12/04/2020 Building Plan Review Fee $1,916.53 12/04/2020 Traffic Mitigation-City ($3,355.00) Total Due: $7,417.53 Total Payment: $0.00 Balance Due: $7,417.53 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 Date: 03/30/2026 Permit#: 3338 Permit Date: 07/29/2020 Review Date: 10/02/2020 Permit Type: RESIDENTIAL SINGLE FAMILY Review Type: RESIDENTIAL SINGLE FAMILY Target Date: 10/16/2020 Scheduled Time: 00:00 Completed Date: 09/11/2020 Description: See red-lined drawings Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 00455400601601 CHRIS &HOLLI SMITH CHRIS &HOLLI SMITH PO BOX 384 116 N WASHINGTON AVE ARLINGTON, WA 98223 Zoning: 100 SINGLE FAMILY RE SIDENCELot: 1613 lock: 6 Permit#: 3338 Permit Date: 07/29/20 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Ridgeland Custom Homes Applicant Name: Ridgeland Custom Homes, LLC Applicant Address: PO Box 130 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Dennis Wriglesworth Phone: 425-343-4562 Email: northview1017@usa.com Scope of Work: New SFR Valuation: 272504.22 Square Feet: 2519 Number of Stories: 2 Construction Type: VB Occupancy Group: R-3; Residential ID Code: Permit Issued: 12/04/2020 Permit Expires: 06/06/2021 Form Permit Type: Status: LASERFICHE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Section 11 Township 31 Range 05 Quarter NE CHRIS&HOLLI 100 SINGLE 00455400601601 116 N WASHINGTON AVE GIFFORDS 1 ST ADD TO FAMILY ARLINGTON BLK 006 D- SMITH RESIDENCE 01 LOT 16 Contractors Contractor Primary Contact Phone Address Contractor Type License License# Ridgeland Custom Dennis CONSTRUCTION Labor and Homes Wriglesworth 425-343-4562 PO Box 130 CONTRACTOR Industries RIDGECH851QC Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/23/2021 R20.SFR/DUPLEX 11/24/2021 11/24/2021 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 10/02/2020 RESIDENTIAL SINGLE See red-lined drawings BUILDING FAMILY 10/02/2020 BLD Josh Grandlienard Fees Fee Description Notes Amount 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 $30.00 Forced Air Heat fee per Btu $15.00 Gas Piping/Units Enter#of units $15.00 Mechanical Base Permit Fee $25.00 Range Hood Residential $15.00 Processing/Technology $25.00 Bath/Shower Combo $45.00 Clothes Washer $15.00 Hose Bib $30.00 Lavatory Toilet&Sink Only $60.00 Plumbing Base Permit Fee $25.00 Plumbing Misc. Not otherwise specified $60.00 Kitchen Sink&Disposal $15.00 Water Heater(Tank) $25.00 State Surcharge- 1 st DU Residential- 1 st Unit $6.50 Building Permit Table 4-1 $2,948.50 Building Plan Review Table 4-2 $1,916.53 Traffic Mitigation-SF Single Family ($3,355.00) Total $7,417.53 Attached Letters Date Letter Description 11/16/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 12/04/2020 Ridgeland Custom Homes Check#7316 Kristin Foster $7,417.53 LLC Outstanding Balance $0.00 Notes Date Note Created By: 12/04/2020 Credit for traffic impact fees for alley paving per MH. Kristin Foster 12/04/2020 Received receipt for school impact fees. Kristin Foster 10/02/2020 Lot 16 Kristin Foster 10/02/2020 Add civil comments to the permit? Kristin Foster 10/02/2020 Use applicant's valuation or ICC value Data Table? Kristin Foster 10/02/2020 Need school impact fee receipt prior to issuance. Kristin Foster Uploaded Files Date File Name 09/24/2021 9759824-3338 IC 3.24.2021.pdf 09/24/2021 9759825-3338 IC 12.17.2020.pdf 09/24/2021 9759826-3338 IC 12.29.2020.pdf 09/24/2021 9759827-3338 IC 1.22.2021.pdf 09/24/2021 9759828-3338 IC 3.16.2021.pdf 12/09/2020 7817489-3338 Issued Permit.pdf 10/26/2020 7591812-3338 Application.pdf K o rn z rn o r- 0 JO 50 OD V 01 fT A Z b Ins@N �NN���- rn "Dmimz �nmm�x-���mz�cc0 ',-D� OmOmrmDzm�-o !17 � cnic�mc>��n�ZZ 1n < m y�- �z A �<ci vz��z�� � 0 ODmm D rZ R �_ z afl O�p� �zpm13� �TCT-IDZPzMp 11 rm-zc mD�z��x_ mr A r- -i-y r-m- mz--- — -mazo m=c o z_cm�0 jZ�ZIAU)07rcnc�zct - a 5-4 q9 oIOz z .0- z= zm zG 6) mx �mm_ �m _ _ n $ v � DDAVIA tnm-i Arn�vrn�nc� r rnOn mOD -m v_1 mpDx�m_ N "� 5 P n Zm N a oz T �C�P P mgO7�NWOOTO��� 70wy' �v2`rm<mszZ0vc Z1z9g fn x Ffi wDw' m (d'D A r p0 O�L�-00-1 V• v: gg rmw�� mr>'-O`zOz O- C m 00mzmzr�i . x�� Z O -� �'� a` F c `o �a�Or_tn��Dwz��P= <Tplz�os�m�-OD��1 x ��yy yy 2 w �mi7 01m-pDr. D=. 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