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Home My WebLink About6818 UPLAND DR_BLD2074_2026 NOTICE TO PERMITEE AND/OR OWNER Cl PARTIAL APPROVAL Cl CORRECTIONS REQUIRED ❑ DO NOT OCCUPY APPROVED PERMIT#: LOT#: DATE: JOB ADDRESS: TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THEACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE / ,2KBUILDING DEPT. O PLANNING DEPT. CITY OF ARLINGTON `�fnc NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY A-APPROVED PERMIT#: LOT#: DATE: JOB ADDRESS: �Q�� UGI ►t�1t�� TYPE OF INSPECTION: Eb_,!,alf_q ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ 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 r- 1 Izc r1cl�— r THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR, DATjlr LDING DEPT. °PLANNING DEPT. CITY OF ARLINGTON '4' CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:6818 Upland Drive Permit#:2074 Parcel#:00870600002400 Valuation:25000.00 OWNER APPLICANT CONTRACTOR Name:HANCOCK RAY G&LISA M Name:KB's Custom Designs Name:KB's Custom Designs Address:6818 UPLAND DR Address:5028 88th Street NE Address:5028 88th Street NE City,State Zip:ARLINGTON,WA 98223-7869 City,State Zip:Marysville,WA 98270 City,State Zip:Marysville,WA 98270 Phone: Phone:360-631-8518 Phone:360-631-8518 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Deck CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC1 l0/IRCI10. SAL S TAX N TICF.:Sales tax rel ng to construction and construction materials in the City of Arlington must be reported on your sales tax return form nd oded City f Arlingt SiVAlrue Print Nam Date Released By D e CONDITIONS See redlined plans for additional requirements. Review all notes on the plans. Adhere to approved plans. THIS PERMIT AUTHORiZS 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 9/5/2018 Building Permit Fee $563.68 9/5/2018 Building Plan Review Fee $366.39 9/5/2018 Processing/Technology Fee $25.00 9/5/2018 State Building Code Surcharge Fee $6.50 Total Due: $961.57 Total Payment: $0.00 Balance Due: $961.57 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon i Permit Information Date 7/27/2018 Permit Number 2074 Project Name Hancock Applicant Name KB's Custom Designs Applicant Address 5028 88th Street NE City,State,Zip Marysville,WA 98270 Contact Kelly Boston Phone 360-631-8518 Email bosskdb@hotmail.com Permit Type Deck Site Address 6818 Upland Drive Valuation 25000.00 Status Applied Permit Issued Permit Expires Square Feet 0 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Deck addition with cover and railings. Assigned To Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 00870600002400 16818 UPLAND DR I I HANCOCK RAY G&LISA M 111 Single Family Residence-Detached Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# KB's Custom Designs lKelly Boston 360-631-8518 :)osskdb hotmail.com ICONTRACTOR Review Date T e Description Tar et Date Completed Date Assigned To Status 7/27/2018 (Deck 13/2018 IBuilding In Review Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $563.68 Building Plan Review Fee 345.83.00.00 $366.39 Processin /Technoloav Fee 341.43.00.02 $25.00 State Building Code Surcharge Fee 386.00.01.00 $6.50 Total $961.57 Uploaded Files Upload File Homo Espaftol Contact Search L81 kjL. ii iIndustries Safety& Health a Claims&Insurance 8 Workplace Rights It Trades&Licensing Washington State Department of " Labor & Industries KB'S CUSTOM DESIGNS Owner or tradesperson 5028 88TH ST NE Principals MARYSVILLE,WA 98270 360-631-8518 BOSTON,KELLY DON,OWNER SNOHOMISH County Doing business as KB'S CUSTOM DESIGNS WA UBI No. Business type 601 381 099 Individual License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties GENERAL License no. KBSCUCD862DM Effective—expiration 03/14/2014—04/12/2020 Bond Wesco Insurance Co $12,000.00 Bond account no. 46WBO44378 Received by L&I Effective date 03/14/2014 03/12/2014 Expiration date Until Canceled Insurance Security National Insurance $1,000,000.00 Policy no NA107793103 Received by L&1 Effective date 03/06/2018 03/13/2017 Expiration date 03/13/2019 Insurance history Savings ............. No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. L81 Tax debts No L&I tax debts are recorded for this contractor license during the previous 6 year period,but some debts may be recorded by other agencies. License Violations No license violations during the previous 6 year period. Workers' comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Recently opened account 668,664-00 No premiums due yet. Doing business as KB'S CUSTOM DESIGNS Estimated workers reported N/A L&I account contact T2/SUSAN BETTS(360)902-4828-Email:BETT235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health No inspections during the previous 6 year period. krr>s Help, improve MISCELLANEOUS PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 THIION IS ET DQINTERIOR ITPALTSSTRETAIININAPPG WALLLS, TORAG TANKS, PLAYGED WHEN ROUND EQUIPMENT, POOLS, TUBS, EC Project Address: (v 4 A- ~7 iJ�] _�/2 r/ Gli✓�TrJ� UV ��2Z3 Project Description: l I(M U DgeK W /2�410AS Valuation- �fa?Q,Q(� ,2 GbQ Owner: - Z15.4 - Address: 5�� /JG, ��, City: . �Ui� /State: t fX4 Zip Code: 9g,��3 Phone: Email: Applicant: Address: 5�� 6�'�ST �� City: U! Stater Zip Code: Phone: 3(�- 3/- �S-/� Email: Contractor Name: _ f5 S/C,US (k__XfGLeS7U.J Address: ��tLsj City: State: Zip Code: 9�.2 Phone: - � - �3�- ��/� Email: &7'0V1 License Number: )&SG4(CrQ 56.2 D Expiration Date- __ 2/�/� 1 hereby certify that the above information is correct and that the construction, installation for the above mentioned property will be in accordance with the applicable laws of the City of Arlington and the State of Washington. Applicants Signature Date z�V J XosmAl Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# 4D , eceived BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 Hancock _ Roof Bm @ Cov Deck B-01 Prepared by: KAD Date: 12/13/17 Selectio 3-1/8x 12 GLB 24F-V4 DF/DF Lu =0.0 Ft Condition 15 We Min Bearing Area R1=5.7 in R2=5.7 in (2.0) DL Defl= 0.24 in Recom Camber=0.37 in Data Beam Span 13.0 ft Reaction 1 LL 1138# Reaction 2 LL 1138# Beam Wt per ft 9.11 # Reaction 1 TL 1970# Reaction 2 TL 1970# Bm Wt Included 118 # Maximum V 1970# Max Moment 6403'# Max V (Reduced) 1667# TL Max DefI L/240 TL Actual DefI L/380 LL Max Defl L/360 LL Actual Defl L/937 Attributes Section (in3) Shear(in?) TL Defl(in) LL DefI Actual 75.00 37.50 0.41 0.17 Critical 40.02 11.91 0.65 0.43 Status OK OK OK OK Ratio 53% 32% 63% 38% Fb(psi) Fv(psi) E (psi x mil) Fc (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 1920 210 1.5 345 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 0.80 0.875 0.833 0.53 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:175 Uniform TL: 294 =A Uniform Load A 1 R1 = 1970 R2= 1970 SPAN = 13FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 Hancock Ridge Bm @ Cov Deck B-02 Prepared by: KAD Date: 12/13/17 Selection 3-1/8x 12 GLB F-V4-DFM Lu =0.0 Ft Conditions 15 Min Bearing Area R1=4.3 in R2=4.3 in (1.5) DL Defl= 0.21 in Recom Camber=0.32 in Data Beam Span 13.0 ft Reaction 1 LL 1625# Reaction 2 LL 1625# Beam Wt per ft 9.11 # Reaction 1 TL 2789# Reaction 2 TL 2789# Bm Wt Included 118# Maximum V 2789# Max Moment 9065'# Max V(Reduced) 2360# TL Max DefI L/240 TL Actual Defl L/380 LL Max Defl L/360 LL Actual Defl L/788 Attributes Section (in3) Shear(in 2) TL Defl(in) LL Defl Actual 75.00 37.50 0.41 0.20 Critical 45.33 14.75 0.65 0.43 Status OK OK OK OK Ratio 60% 39% 63% 46% Fb i Fv(psi) E (psi x mil) Fc 1 (psi)_ Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 ICl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:250 Uniform TL: 420 =A Uniform Load A �� .. z �. R1 =2789 R2=2789 SPAN = 13FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 Hancock Cross Bm @ Cov Deck B-03 Prepared by: KAD Date: 12/13/17 Selecti rl' 5-1/8x 12 GLB 24F-V4 DF/D Lu =0.0 Ft Condit s NDS 2016 Min Bearing Area R1=2.4 in2 R2=2.4 in (1.5) DL Defl= 0.42 in Recom Camber=0.63 in Data Beam Span 19.5 ft Reaction 1 LL 815# Reaction 2 LL 815# Beam Wt per ft 14.94# Reaction 1 TL 1571 # Reaction 2 TL 1571 # Bm Wt Included 291 # Maximum V 1571 # Max Moment 14604'# Max V(Reduced) 1556# TL Max DO L/240 TL Actual Defl L/315 LL Max Defl L/360 LL Actual Defl L/721 Attributes Section (in-{) Shear(inz) TL Defl(in) LL Defl Actual 123.00 61.50 0.74 0.32 Critical 73.02 9.72 0.98 0.65 Status OK OK OK OK Ratio 59% 16% 76% 50% Fb(psi) Fv(psi) E(psi x mil Fc l (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2400 240 1.8 650 Adjustments Cv Volume 1.000 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Point LL Point TL Distance 1630 B=2850 9.75 Pt loads: A /N R1 = 1571 R2= 1571 SPAN = 19.5FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 Hancock Deck Bm @ Center D-01 Prepared by: KAD Date: 12/13/17 Selection PT 4x 8 HF#2 Lu =0.0 Ft Conditions NDS 2015, Incised Min Bearing Area R1=2.7 in R2=2.7 in (1.5) DL Defl= 0.04 in Data Beam Span 6.7 ft Reaction 1 LL 871 # Reaction 2 LL 871 # Beam Wt per ft 6.17# Reaction 1 TL 1109# Reaction 2 TL 1109# Bm Wt Included 41 # Maximum V 1109# Max Moment 1858'# Max V(Reduced) 909# TL Max Defl L/240 TL Actual Defl L/665 LL Max Defl L/360 LL Actual Defl L/938 Attributes Section W Shear(inz) TL DO(in) LL DO _ Actual 30.66 25.38 0.12 0.09 Critical 25.23 11.37 0.34 0.22 Status OK OK OK OK Ratio 82% 45% 36% 38% Fb(psi) Fv(psi) E (psi x mil) Fc1(psi) Values Reference Values 850 150 1.3 405 Adjusted Values 884 120 1.2 405 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:260 Uniform TL: 325 =A Uniform Load A R1 = 1109 R2= 1109 SPAN =6.7 FT Uniform and partial uniform loads are Ibs per lineal ft. y`. �� BeamChek v2017 licensed to:Duane RowetbDesign Lines Reg#2999-68383 Hancock Deck Bm @ Rear D-02 Prepared by: KAD Date: 12/13/17 Selection PT 4x 8 HF#2 Lu=0.0 Ft Conditions NDS 2015, Incised Min Bearing Area R1= 1.4 in R2= 1.4 in (1.5) DL Defl= 0.02 in Data Beam Span 6.7 ft Reaction 1 LL 436# Reaction 2 LL 436# Beam Wt per ft 6.17 # Reaction 1 TL 565# Reaction 2 TL 565# Bm Wt Included 41 # Maximum V 565# Max Moment 946'# Max V(Reduced) 463# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max DefI L/360 LL Actual Defl L/>1000 Attributes Section in3 Shear W TL DO(in) LL Defl Actual 30.66 25.38 0.06 0.04 Critical 12.85 5.79 0.34 0.22 Status OK OK OK OK Ratio 42% 23% 19% 19% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 884 120 1.2 405 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 Cl Stability 1.0000 Rb=0.00 Le =0.00 Ft Loads Uniform LL: 130 Uniform TL: 163 =A Uniform Loac A R1 =565 R2=565 SPAN =6.7 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 Hancock Porch Bm D-02 Prepared by: KAD Date: 12/13/17 Selection PT 4x 8 HF#2 Lu =0.0 Ft Conditions NDS 2015, Incised Min Bearing Area R1=2.8 in2 R2=2.8 inz (1.5) DL Defl= 0.04 in Data Beam Span 7.5 ft Reaction 1 LL 956# Reaction 2 LL 956# Beam Wt per ft 6.17# Reaction 1 TL 1139# Reaction 2 TL 1139# Bm Wt Included 46# Maximum V 1139# Max Moment 2135'# Max V(Reduced) 955# TL Max DO L/240 TL Actual DefI L/530 LL Max Defl L/360 LL Actual Defl L/682 Attributes Section in3_ Shear(in2) TL Defl (in) LL DefI Actual 30.66 25.38 0.17 0.13 Critical 28.98 11.94 0.38 0.25 Status OK OK OK OK Ratio 95% 47% 45% 53% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 884 120 1.2 405 Adiustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:255 Uniform TL: 298 =A Uniform Load A 0 0 R1 = 1139 R2= 1139 SPAN=7.5 FT Uniform and partial uniform loads are Ibs per lineal ft. BeamChek v2017 licensed to:Duane Rowett/Design Lines Reg#2999-68383 Hancock Landing Bm D-04 Prepared by: KAD Date: 12/13/17 Selection PT 4x 6 HF#2 Lu =0.0 Ft Conditions NDS 2015, Incised Min Bearing Area R1= 1.1 inz R2= 1.1 in (1.5) DL Defl= <0.01 in. Data Beam Span 3.75 ft Reaction 1 LL 366# Reaction 2 LL 366# Beam Wt per ft 4.68 # Reaction 1 TL 435# Reaction 2 TL 435# Bm Wt Included 18 # Maximum V 435# Max Moment 408'# Max V (Reduced) 329# TL Max DefI L/240 TL Actual Defl L/>1000 LL Max Defl L/360 LL Actual Defl L/>1000 Attribute Section W Shear in2 TL Defl in LL Defl Actual 17.65 19.25 0.02 0.01 Critical 5.54 4.11 0.19 0.13 Status OK OK OK OK Ratio 31% 21% 10% 12% Fb i Fv(psi) E(psi x mil Fc I (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 884 120 1.2 405 Adjustments CF Size Factor 1.300 Cd Duration 1.00 1.00 Cr Repetitive 1.00 Ch Shear Stress N/A Ci Incised 0.80 0.80 0.95 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 195 Uniform TL: 228 =A Uniform Load A R1 =435 R2=435 SPAN=3.75 FT Uniform and partial uniform loads are Ibs per lineal ft. RB 11-4 EXIST. DRIVE / O / \ PROP. OWNER: LISA HANCOCK .0 DECK F ? +/sT s Gee \ TELEPHONE: (360) 403-0815/ � � PROP. RAMP ADDRESS: 6818 UPLAND DR. zz.o o PROP. \ ARLINGTON, WA 98223 EX. a 5'x5' WALK 04 BDECK Q , \ PARCEL: 00870600002400 \ LEGAL DESCRIPTION: HIGHLAND ESTATES EX. a' RELOCATE / LOT 24 SFR GATE LOT SIZE: 8,084 SF Y �, .� . ^ /Q F � R=20.0 L=28.58 LOT COVERAGE: EX. SFR 1,583 SF o r 23 =85.18 EX. DECKS 165 SF s� o , DEC EX. RAMPS 199 SF y�� goo PROP COV. DECK 260 SF PROP. DECK 84 SF TOTAL 2,291 SF / PROP. ; EX. / 2,291 / 8,084 = 28.3% COV. PATIO �.�. � / IMPERVIOUS: EX. SFR 1,891 SF DECK REMOVE / � EX. MTL RAMP 84 SF EX. DECK REINFORCE / R=300.0 EX. DW/WALK/PATIO 673 SF EX. RAMP / L=89.34 PROP. COV. DECK 336 SF Wow / A=16,36 _PROP. WALK 214 SF / Q TOTAL/ 3,198 SF -� 3,198 / 8,084 39.6% SCOPE OF WORK: DECKS/RAMPS/WALK z N Q pi SCALE: 1" = 20' W E S I T E P LA N o s ,o 20 16 1 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY *APPROVED PERMIT#: ?, . LOT#: DATE: JOB ADDRESS: L000b TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ 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 - i THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INS1114 :01t DATjr 3:4111CDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON `'�' MISCELLANEOUS ' PERMIT APPLICATION iL 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 INTERIOR ALTERATIONS, FENCES, RETAINING WALLS, STORAGE TANKS, PLAYGROUND EQUIPMENT, POOLS, HOT TUBS, ETC. Project Address: - _(� O Adz_/ Aj D/Z - A?6114__4' MA_J W/� c/F223 Project Description: 0WK_ W1CCJmr&_6 1-8,411-IAi'l-S Valuation: Yo2Q, -,2 Owner: 61,U4 �,�I/OIOCK Address: �� Gq,v� ��, City- , VU1KpCJ State: Gf/,¢ Zip Code: 9g,��3 Phone: Email: leL/ILIlta `l(� &1-7 A)715e, etil- 1 Applicant: X/ - -- - - - - Address: ��5� Vz City: pl,�W State:d�z_ Zip Code- qF4,70 Phone: Email: Contractor Name: la 15 &.,5- iLn /a/4X)!5 Address: 5n& gLsr, � City: ��Llv State: �,¢ Zip Code: /8Z?rc) Phone: - Email: License Number: ° - - Expiration Date: l hereby certify that the above information is correct and that the construction, installation for the above mentioned property will be in accordance with the applicable laws of the City of Arlington and the State of Washington. 7 Applicants Signature Date �y/ xos/nc/ Print Applicants Name FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# WDe eceived CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:6818 Upland Drive Permit#:2074 Parcel#:00870600002400 Valuation:25000.00 OWNER APPLICANT CONTRACTOR Name:HANCOCK RAY G&LISA M Name:KB's Custom Designs Name:KB's Custom Designs Address:6818 UPLAND DR Address:5028 88th Street NE Address:5028 88th Street NE City,State Zip:ARLINGTON,WA 98223-7869 City,State Zip:Marysville,WA 98270 City,State Zip:Marysville,WA 98270 Phone: Phone:360-631-8518 Phone:360-631-8518 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Deck CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC l0/IRCI10. SA`L''TAk :Sales tax rel2dnt,to construction and construction materials in the City of Arlington must be reported on your sales tax return form .lid oded City f Arlingt ri I. / 4' S Si re rint Natn6 Date Released By Dpfee CONDITIONS See redlined plans for additional requirements. Review all notes on the plans. Adhere to approved plans. THIS PERMIT AUTHORiZS 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 9/5/2018 Building Permit Fee $563.68 9/5/2018 Building Plan Review Fee $366.39 9/5/2018 Processing/Technology Fee $25.00 9/5/2018 State Building Code Surcharge Fee $6.50 Total Due: $961.57 Total Payment: $0.00 Balance Due: $961.57 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY APPROVED PERMIT#: `� LOT#: DATE: , JOB AD TYPE OF INSPECTION: _ Li- ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ 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 MAY APPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE / OP /0"'BUILDING DEPT. Cl PLANNING DEPT. CITY OF ARLINGTON Date: 03/23/2026 Permit#: 2074 Permit Date: 07/27/2018 Review Date: 07/27/2018 Permit Type: ACCESSORY STRUCTURE Review Type: Deck Target Date: 08/03/2018 Scheduled Time: 00:00 Completed Date: 08/31/2018 Description: Approved with red-lines review all notes on drawings. Review Status: Assigned To: BUILDING Time In: 00:00 Time Out: 00:00 Hours: 0.0 Property Information Parcel#: 00870600002400 HANCOCK RAY G &LISA M HANCOCK RAY G& LISA M 6818 UPLAND DR 6818 UPLAND DR ARLINGTON, WA 98223-7869 Zoning: 111 Single Family Residence - DetachedLot: Block: Permit#: 2074 Permit Date: 07/27/18 Permit Type: ACCESSORY STRUCTURE Project Name: Hancock Applicant Name: KB's Custom Designs Applicant Address: 5028 88th Street NE Applicant, City, State, Zip: Marysville,WA 98270 Contact: Kelly Boston Phone: 360-631-8518 Email: bosskdb@hotmail.com Scope of Work: Deck addition with cover and railings. Valuation: 25000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 09/07/2018 Permit Expires: Form Permit Type: Status: IN PROCESS Assigned To: Kristin Foster Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 00870600002400 6818 UPLAND DR HANCOCK RAY G 111 Single Family &LISA M Residence-Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License KB's Custom Designs Kelly Boston 360-631-8518 5028 88th Street CONSTRUCTION NE CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 11/26/2018 R20.ACCESSORY 11/21/2018 BUILDING Approved STRUCTURE FINAL R20.ACCESSORY 10/11/2018 STRUCTURE Framing approved Approved FINAL R20.ACCESSORY 09/27/2018 STRUCTURE Footings approved 09/27/2018 BUILDING Approved FINAL Plan Reviews Date Review Type Description Assigned To Review Status 07/27/2018 Deck Approved with red-lines review all notes on drawings. BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $563.68 Building Plan Review Table 4-2 $366.39 Processing/Technology $25.00 State Surcharge- 1st DU Residential- 1st Unit $6.50 Total $961.57 Attached Letters Date Letter Description 09/05/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 09/07/2018 Lisa Hancock check#24130 Launa Black $961.57 Outstanding Balance $0.00 Uploaded Files Date File Name 11/26/2018 4221572-2074-11-21-2018 Inspection Card.pdf 10/12/2018 4040949-2074 10-11-2018 Inspection Card.pdf 09/07/2018 3911971-2074 Issued Permit.pdf 07/27/2018 3758921-2074 Application.pdf .. .............. zv! 9909 M 9Z6 £OZ96 VM 11303 9190—£04(09£) NOlONIHSVM'11393A3 'ONI'S3NI1 NOIS30 _ 1£S6£99 9Z4 1S NOSIOVN 9161 •03SIAM £ZZ96 VM'NOlON11ilV O3A83S38 S1HO18 11V— 91OZ 0 1HOIMAdOO 'NO ONVIdfl 9199 76'Ig S N90 MqV OMM3kftdG 15��531NMI�NDi5111 OVA .AB a31N30 NVId ONIOII(19 V 3VIOH 313ldVCD 91-9Z-1 :NMVaO KOONVH �Vd dVIV� HOdOd 2? 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KAo4-16 COMPLETE HOME&BUILDING PLAN CENTER COVERED DECK & PORCH RAMP RAY HANCOCK a CIISTCY NGNES REC NOES AGGI9GN$ &SC 6818 UPLAND DR. - FLANS MINT caa[Rqu DUFFING�c5 (JT COPYRIGHT®2018 -ALL RIGHTS RESERVED ARLINGTON,WA 98223 REVISED: 1915 NADISON ST 425 353 0531 DESIGN LINES INC. EVERETT,WASHINGTON (360)403-0815 �' EVERETT,WA 98203 425 Z53$086 FAx • Community and Economic Development Building Division INSPECTION RECORD SHALL REMAIN AT JOB Building construction shall not commence until permit SITE holder or agent has posted this Inspection Record Card in a conspicuous place on the premises. OWNER: HANCOCK CONTRACTOR:KB'S CUSTOM DESIGNS oBADDRESS:6818 UPLAND DRIVE OWNER ADDRESS:6818 UPLAND DRIVE USE ofBUILDING: SFR PLAT NAME: Description of Work:DECK & COVER LOT# PERMIT NO: BLD-2074 Sprinklered: CONDITIONS: SEE REDLINED PLANS DATE ISSUED:9/6/2018 TYPE GROUP DEPARTMENT INSPECTION DATE DATE PASS FAIL INITIALS FOOTING BUILDING FOUNDATION INSPECTION LINE UNDERFLOOR (360)403-3417 SHEARWALL PLUMBING (groundwork) GAS PIPING(groundwork) ROUGH PLUMBING ROUGH GAS PIPING ROUGH HEATING&VENTILATION FRAMING INSULATION WALLBOARD (SHEAR/RATING) ROOF DRAINAGE DEVELOPMENT STORM INFILTRATION SERVICES GRADING INSPECTION LINE CURB GUTTER&SIDEWALK (360)403-3417 LANDSCAPE DRIVEWAY UTILITIES SIDE SEWER INSPECTION LINE SEWER CLEANOUT/FINAL (360)403-3508 WATER SERVICE INSPECTION WATER SERVICE FINAL CROSS CONNECTIONFINAL (360)403-3417 FINAL INSPECTION All sections must be signed off prior to final inspection Electrical must be signed off prior to final inspection COMMENTS: