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Home My WebLink About17625 HILLSIDE CRT_BLD7014_2026 City of Arlington Building Department APPROVED Kevin Olander - 08/07/2026 No changes authorized unless approved by the Building Official -- ; PROJECT SUMMARY F _--- I - PROPOSED WORK INCLUDES REPLACEMENT OF THE EXISTING -- REAR DECK WITH A NEW 22'-0" x 18'-0" DECK AND STAIRS, REPLACEMENT OF THE EXISTING FRONT PORCH WITH A NEW x 4"-0" PORCH AND A SEVEN-STEP STAIR, AND REPLACEMENT OF THE EXISTING REAR CONCRETE PATIO WITH A NEW 14"-0" x 2-l'-0" CONCRETE SLAB BENEATH THE DECK. Irh NO OTHER SITE IMPROVEMENTS ARE PROPOSED. N TOTAL 292 SQ.FT. 0) a w --�--- z z — > o PROJECT iN ORMATIoN z a Y J 06 � . a J V) OWNER: J (n U MCLAIN RU55ELL L KATHRYN E W w 0 PROJECT ADDRESS: Q 11625 HILLSIDE CT, ARLINGTON WA g8223 � H J z U = wQ nU) zJ ON O � a � 0 a� Cw GENERAL NOTE5 E cn •— a N • CODE COMPLIANCE DECK ATTACHMENT SUPPORT C d a (n ALL WORK SHALL COMPLY WITH THE 2021 INTERNATIONAL RESIDENTIAL CODE (IRC), 2021 INTERNATIONAL ALL STRUCTURAL CONNECTIONS SHALL BE INSTALLED PER APPLICABLE CODES AND MANUFACTURER nj M BUILDING CODE (IBC), WASHINGTON STATE BUILDING CODE (W55C), AND ALL APPLICABLE LOCAL REGULATIONS. GUIDELINES. N N � WHERE CONFLICTS ARISE BETWEEN CODES, THE MOST STRINGENT REQUIREMENT SHALL APPLY. THE CONTRACTOR IS RESPONSIBLE FOR ENSURING PROPER ANCHORING OF STRUCTURAL COMPONENTS USING THE CONTRACTOR IS RESPONSIBLE FOR ENSURING THAT ALL WORK MEETS OR EXCEEDS THE MINIMUM LEGAL APPROVED FASTENERS AND BRACKETS. aaaa REQUIREMENTS. IF CONDITIONS ARISE THAT REQUIRE MODIFICATIONS, THE CONTRACTOR MUST OBTAIN WRITTEN APPROVAL BEFORE MAKING CHANGES. • SITE INSPECTION � VERIFICATION THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, AND SITE CONDITIONS PRIOR TO CONSTRUCTION. • CONTRACTOR DISCRETION ; JUSTIFICATION ANY DISCREPANCIES, UNFORESEEN CONDITIONS, OR CONFLICTS BETWEEN PLANS AND ACTUAL SITE CONDITIONS THE CONTRACTOR MAY MAKE FIELD ADJUSTMENTS AND MODIFICATIONS, PROVIDED THEY: MUST BE REPORTED BEFORE PROCEEDING. COMPLY WITH ALL APPLICABLE CODES, REGULATIONS, AND INDUSTRY STANDARDS. THE CONTRACTOR IS RESPONSIBLE FOR REVIEWING AND UNDERSTANDING ALL PROJECT DOCUMENTS AND SITE DO NOT COMPROMISE STRUCTURAL INTEGRITY OR PROJECT INTENT. 0 >M CONDITIONS. ARE JUSTIFIABLE BASED ON SITE CONDITIONS OR PRACTICAL CONSIDERATIONS. U IF REQUESTED, THE CONTRACTOR MUST PROVIDE JUSTIFICATION FOR ANY DEVIATIONS FROM THE DRAWINGS. � U • WORKMANSHIP � STANDARDS ANY MAJOR DEVIATIONS OR MODIFICATIONS MUST BE DOCUMENTED AND REPORTED TO THE OWNER OR z ALL WORK SHALL BE PERFORMED IN A WORKMANLIKE MANNER, CONSISTENT WITH INDUSTRY STANDARDS AND ARCHITECT. Y V a BEST PRACTICES. U ' THE CONTRACTOR SHALL ENSURE THAT ALL MATERIALS USED MEET OR EXCEED APPLICABLE CODES AND • INSPECTION � APPROVAL LU >. (D MANUFACTURER RECOMMENDATIONS. THE CONTRACTOR SHALL SCHEDULE AND PASS ALL REQUIRED INSPECTIONS BEFORE COVERING ANY WORK OR 0 U ANY PROPOSED SUBSTITUTIONS OR DEVIATIONS MUST BE APPROVED IN WRITING BEFORE IMPLEMENTATION. PROCEEDING TO THE NEXT PHASE OF CONSTRUCTION. () 0) LU THE CONTRACTOR IS RESPONSIBLE FOR COORDINATING WITH INSPECTORS TO ENSURE COMPLIANCE WITH ALL < a) J 0 • STRUCTURAL REQUIREMENTS APPLICABLE CODES. ALL STRUCTURAL COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH PRESCRIPTIVE SPAN TABLES OR ANY MODIFICATIONS REQUIRED BY INSPECTORS SHALL BE COMPLETED IN ACCORDANCE WITH THEIR DIRECTION J AN APPROVED ENGINEERED DESIGN. AT THE CONTRACTOR'S EXPENSE. p FOOTINGS SHALL BE SIZED AND INSTALLED PER LOCAL DEPTH AND LOAD REQUIREMENTS. 'a DECK FRAMING SHALL BE CONSTRUCTED USING APPROVED MATERIALS SUITABLE FOR OUTDOOR USE, SUCH AS SITE CLEANUP � SAFETY PRESSURE-TREATED WOOD OR CERTIFIED STEEL (OR OTHER) FRAMING SYSTEMS. THE CONTRACTOR IS RESPONSIBLE FOR MAINTAINING A CLEAN AND SAFE JOB SITE AT ALL TIMES. ALL FASTENERS, CONNECTORS, AND HARDWARE SHALL BE CORROSION-RESISTANT AND COMPATIBLE WITH THE ALL WASTE MATERIALS SHALL BE DISPOSED OF IN COMPLIANCE WITH LOCAL REGULATIONS. MATERIALS USED. THE CONTRACTOR SHALL IMPLEMENT NECESSARY SAFETY MEASURES TO PROTECT WORKERS, PROPERTY, AND THE PUBLIC DURING CONSTRUCTION. designed by IP DESIGN ilia@ipdesign.group Page 1/4 Arch C EXISTING HOUSE m TIMIBERTECH FULTON RAILING PER CODE 22'-0" 4'-0" 22-40 4"-0" EXISTING HOUSE 2 EXISTING HOUSE 3 5IMP50N DTTIZ TENSION TIE TYP OF 4, EQ SPCG 2X8 PT HF#2 LEDGER BOARD r -i ft 12"SQXIS"DP FTG TYP #4,E.W.,BOTTOM m m 4'-0" d) 2X8 PT HF#2 012" O.G. TYfz � =m COMPOSITE DECK BOARDS m m PORCH PLAN PO SCALE %4"-I' N 00 I'-0'" C6-8" L 6'-8' L -8 I'-0" J119 1 0) IB 18 18 18 W :mIII DO 111 L11: 3: _ rd z TIM5ERTECH FULTON RAILING PER CODE -a 7MF EXISTING HOUSE 0 IS`SQXIS""DP FTG TYP 4XIO IT HF#2 BEAM 4X8 PT HF#2 BEAM TYP = '^ #4,E.W.,BOTTOM FOR STAIR SUPPORT V 4X6 PT HF#2 POST TYP `� � z 0 m 4X8 PT HF#2 BEAM a 4'-2" 4'-0"' 1'-6" 5'1le" I'-0" J W V 2XI2 PT HF#2 CUT STRINGER TYP 4X4 PT HF#2 POST TYP J 22'-0' FOR STAIR SUPPORT W 4"-2" 4'-0"' En Io 0 I2`SQXI5"DP FTG TYP I En#4,E.W.,BOTTOM 4X4 PT HF#2 POST TYP a J za F) N FLOOR PLAN FRAMING PLAN O 2XI2 PT HF#2 CUT STRINGER TYP U M O � a � SCALE %a -I SCALE %4 -I — 4'-6" ''ww VI PORCH FRAMING PLAN c O SCALE: %4' 4� a 30° MINIMUM HIGH GUARD WITH INTERMEDIATE RAILS 4) SPACED SO THAT A SPHERE 4" c W IN DIAMETER CANNOT PASS THROUGH O � C O C4-1 4- N ' ca ° cn N M N N N N I aaaa r Cf, I I I I II I I I I I I I I I I I I I I I I I II I 11 O LJ LJL_J LJ LJ LJ LJ L_J L_J L_J L_J L_J LJ LJ V V C z .2 YU z U O W � ( � SOUTHWEST ELEVATION NORTHEAST ELEVATION NORTHWEST ELEVATION City of Arlington U a I I I SCALE' '%a' -I" SCALE' %4' -I" SCALE' %'-I' Building Department APPROVED LU 0 @) J 0 Kevin Olander - 08/07/2026 J NOTE: RAILINGS ARE NOT SHOWN FOR CLARITY. THEY WILL No changes authorized unless approved by BE INSTALLED ALONG THE ENTIRE PERIMETER OF the Building Official THE DECK IN ACCORDANCE WITH PROJECT REQUIREMENTS AND BUILDING CODES. FASTENERS FOR PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE UNTH 4STM 4153.R311.3 .GUARDS WHERE THE ADJACENT SURFACE OR GRADE IS 30"OR MORE BELOW GUARDS)A 36"IN HEIGHT SHALL RESIST A CONCENTRATED LOAD OF 200 POUNDS IN ANY DIRECTION AT THE TOP.INFILL ELEMENTS SHALL RESIST A HORIZONTAL LOAD OF 50 POUNDS OVER A ONE SQUARE FOOT AREA AND BE SPACED TO NOT ALLOW THE PASSAGE OF A 4"SPHERE R301.5/R312 STAIR RISERS SHALL BE 1 MAX.TREAD DEPTH SHALL BE 10"MIN.RISER HBGHT AND TREAD DEPTH designed by I P D E S I G N MUST NOT VARY BY MORE THAN yl".R311.1.5 OPEN RISERS TO RESTRICT PASSAGE 7 44 SPHERE R311_151 ilia@ipdesign.group ALL DECK LUMBER MUST BE PRESSURE-TREATED AND OF GOOD QUALITY TO ENSURE DURABILITY AND COMPLIANCE WITH STANDARDS. USE BRACKETS,HANGERS,AND CONNECTORS AS DETAILED IN THE PLANS OR EQUIVALENT ALTERNATIVES THAT MEET STRUCTURAL REQUIREMENTS. ONLY USE FASTENERS AND HARDWARE RECOMMENDED BY THE MANUFACTURER OF THE FRAMING OR page 2/4 CONNECTORS TO ENSURE PROPER PERFORMANCE AND CODE COMPLIANCE. Arch C SHEATHING POST PER PLAN SIDING FINISHED GRADE FLASHING FOR 51MPSON A5A4[Z OR SIMILAR WATER TIGHTNESS d 4 dd DECK BOARD SIMPSOIJ LU828Z OR SIMILAR ,O a? I a 4 I I — N ACCORDING JOIST SIZE � � M I d a Q I I I D 0 D GRK 5/16-IN X 4-IN LAG SCREW OR SIMILAR N Z D v 0) v FLOOR JOIST W Q 4 e I l I I l I I l I I l l I l l SIMPSON DTTIZ TENSION TIE z z a a TYP OF 4,EO SPCG > O CONCRETE WA PER PLAN A N ANCHOR BOLT 7t4 6 EACH WAY,2"CLR TO BOTTOM a a ° 2 L MIN I/z„X6„ L r r TYPICAL JOIST HANGER Q z TYPICAL POST-TO-FOOTING INSTALLATION INSTALLATION 06Q J 0 J U ~ W TYPICAL DECK POST TO CONCRETE FOOTING 2 DECK ATTACHMENT FOR LATERAL LOADS W Q W 3 3 ? Q � H J � Z U = wQ nLf) zJ ON O2 a � 0 a� DECK c W -J DECKING o C DECK JOIST c v MIN 10" G w RIM JOIST OR END JOST L W IJOIST ^ Q E RIM JOIST En � / Li >- GRK 5/16-IN X 4-IN LAG ® x N M 4�i Q ^, ^W, W^, W^, 0 FASCIA W D 0) 0) 0) 0) m 0 Aa 4X4 BLOCKING 51MPSON HI EVERY 5TH JOISTZ 0 ORSIM SIMILAR J L�OZ SIMPSON H2.5AZ ON SIDES OR SIMILAR 2XI2 CUT STRINGER __t OR SIMILAR FINISHED GRADE a a a a OR SIMILAR' TOE NAILED I 2XI2 SUPPORT ALL STAIR WIDE SIMPSOJ L�OZ ALL STAIR WIDE BLOCKING m A OR SIMILAR BEAM PER PLAN ANCHOR BOLT \3,000 PSI 4'X I'CONCRETE 2XI2 CUT STRINGER MIN 1fi"X6" SIMPSON AG6Z OR SIMILAR O >M BOTH SIDES U TYPICAL POST-TO-BEAM STAIR TO CONCRETE ATTACHMENT STAIR TO DECK ATTACHMENT CONNECTOR INSTALLATION UI POST PER PLAN ,�, Y w (D � 3 DROPPED BEAM o U 3 City of Arlington U a LU I I I Building Department o J Q APPROVED (dj Kevin Olander - 08/07/2026 J No changes authorized unless approved by the Building Official N FASTENERS FOR PRESERVATIVE-TREATED AND FIRE-RETARDANT-TREATED WOOD SHALL BE OF HOT-DIPPED ZINC-COATED GALVANIZED STEEL,STAINLESS STEEL,SILICON BRONZE OR COATING WEIGHTS FOR ZINC-COATED FASTENERS SHALL BE IN ACCORDANCE WITH ASTM A153.R311.3 -GUARDS- WHERE THE ADJACENT SURFACE OR GRADE 16 30"OR MORE BELOW GUARD($)A 36"IN HEIGHT SHALL RESIST A CONCENTRATED LOAD OF 200 POUNDS IN ANY DIRECTION AT THE TOP.INFILL ELEMENTS 614ALL RESIST A HORIZONTAL LOAD OF 50 POUNDS OVER A ONE SQUARE FOOT AREA AND BE SPACED TO NOT ALLOW THE PASSAGE OF A 4"SPHERE R301.5/R3I2 STAIR RISERS SHALL BE 1 A°MAX TREAD DEPTH SHALL BE 10"MIN.RISER HEIGHT AND TREAD DEPTH designed by P E S I G N MUST NOT VARY BY MORE THAN W.R311.1.5 OPEN RISERS TO RESTRICT PASSAGES UF 44 SPHERE R311_1.5.1 ilia@ipdesign.group ALL DECK LUMBER MUST BE PRESSURE-TREATED AND of GOOD QUALITY TO ENSURE DURABILITY AND COMPLIANCE WITH STANDARDS. USE BRACKETS,HANGERS,AND CONNECTORS AS DETAILED IN THE PLANS OR EQUIVALENT ALTERNATIVES THAT MEET STRUCTURAL REQUIREMENTS. ONLY USE FASTENERS AND HARDWARE RECOMMENDED BY THE MANUFACTURER OF THE FRAMING OR page 3/4 CONNECTORS TO ENSURE PROPER PERFORMANCE AND CODE COMPLIANCE. Arch C N w E S • 4 � . vv M \ OWNER: N N / \\ MCLAIN RUSSELL L KATHRYN E � 0-- PROJECT ADDRESS w 11625 HILLSIDE CT, ARLINGTON WA 95223 Z Z DRIVEWAY PARCEL NUMBER _ ep¢U �0-- 008�0600003600 a Z ,m ^ PROPERTY DESCRIPTION: 06 J EnQ HIGHLAND VIEW ESTATES BLK 000 D-80 LOT 36 J in W (~j SECTION 23 TOWNSHIP 31 RANGE 05 QTR SW J (n Io w (n o EXISTING HOUSE a � � a � DECK H J wQ LU nLf) \ Z J M � \ o � 0= 02 a � � w amwuueiwu ��' WAND D0. E a r HI„ O p w +0.+ �en,o��mo � 0 � C d 0 (n f • p' N M =�Mp 0) 0) 0) 0) VICINITY MAP (NOT TO SCALE) a a a a O >M Lot COVERAGE. 00 NN EXISTING HOUSE: 1220 SQ.FT. z .2 < 7 0PROPOSED DECK: 292 SQ.FT. U N N / TOTAL. 1512 SQ.FT. LU U LOT AREA: 8112 SQ.FT. U a LU COVERAGE: 1512 SQ.rT./5112 5Q.rT. = 11% JD w � J •- O 51TE PLAN City of Arlington 'a Building Department SCALE: 1" - 10' APPROVED Kevin Olander - 08/07/2026 No changes authorized unless approved by designed by IPDESIGN the Building Official ilia@ipdesign.group Page 4/4 Arch C CITY OF ARLINGTON ` 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS: 360-403-3417-Permit Center: 360-403-3551 BUILDING PERMIT 17625 HILLSIDE CRT Permit#: 7014 PERMIT EXPIRES 180 DAYS AFTER Parcel#: 00870600003600 DATE OF ISSUANCE. Scope of Work:Proposed work includes replacement of the existing rear deck with Valuation: 15000.00 a new 22'-0" X 10'-0"deck and stairs,replacement of the existing front porch with a new 7-0" X 4'-0"porch and a seven-step stair,and replacement of the existing rear concrete patio with a new 14'-0" X 27'-0"concrete slab beneath the deck.No other site improvements are proposed.total—292 sq.ft. OWNER APPLICANT CONTRACTOR MCLAIN RUSSELL L&KATHRYN E Legacy Decking LEGACY DECKING LLC 17625 HILLSIDE CRT 6105 48th St NE 6105 48th St NE ARLINGTON,WA 98223-7868 Marysville,WA 98270 Marysville,WA 98270 4253438942 425-212-7740 LIC:605-340-471 EXP: 10/21/2026 LIC:LEGACDL775QP EXP: 11/24/2027 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: RESIDENTIAL ADDITION CODE YEAR: 2021 STORIES: 2 CONST.TYPE: 111A DWELLING UNITS: OCC GROUP: R-1;Residential 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.IBC 110/IRC 110. 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. � G 08/07/2026 Applicant Signature Date Building Official Date CONDITIONS Adhere to approved plans Permit shall be onsite for inspections Call for inspections The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. 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 08/07/2026 Building Permit $375.94 08/07/2026 Processing/Technology $25.00 Total Due: $400.94 Total Payment: $400.94 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 INSPECTION INFORMATION I Pass/Fail i RESIDENTIAL MISCELLANEOUS APPLICATION Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 • Phone(360) 403-3551 This application is required for Residential: Decks,Fences, Hot Tub/Spa, Pools, Retaining Walls and other similar in nature but not specified. See the ASSISTANCE BULLETINS for additional information and requirements. EACH BUILDING OR STRUCTURE REQUIRES A SEPARATE SUBMITTAL. SUBMIT ELECTRONIC FILES FOR EACH OF THE FOLLOWING; Incomplete applications will not be accepted. REQUIRED DOCUMENTS 0 DECKS • Proof of approved Zoning Verification or Permit Number: • Site Plan ❑ FENCES • Type of fencing: • Site Plan ❑ HOT TUB/SPA • Manufacturer's Installation Documents • Site Plan ❑ ABOVE GROUND POOL . Manufacturer's Engineering and Installation Documents • Site Plan ❑ IN GROUND POOL • Manufacturer's Engineering and Installation Documents • Site Plan ❑ RETAINING WALL . Engineered plans • Site Plan ❑ OTHER • Describe: • Site Plan Type of Permit: 0 Deck ❑ Fence ❑ Hot Tub/Spa ❑ Pool ❑ Retaining Wall ❑ Property Address: 17625 Hillside Ct, Arlington, WA 98223 Project Valuation: 15000 Lot#: Parcel ID No.: 00870600003600 Subdivision: Project Scope Of Work: Proposed work includes replacement of the existing rear deck with anew 22'-0"•10'-0"deck and stairs,replacement of the existing front porch with anew I p 7'-0"x 4'-0"porch and a seven-step stair,and replacement of the existing rear concrete patio with anew 14'-0"x 27'-0"concrete slab beneath the deck.No other site improvements are proposed. Primary Contact: ❑ Owner 0 Contractor Owner Name: Russell McLain Home No.: Email Address: chunkypotatoes@yahoo.com Cell No.: (425)971-1296 Mailing Address: 17625 Hillside ct city: Arlington State: WA Zip: 98223 Contractor Name: Legacy Decking Office No.: 425-212-7740 Email Address: david@legacydecking.co Cell No.: Mailing Address: 6105 48TH ST NE City: MARYSVILLE State: WA Zip: 98270 L&I Contractor License Number: LEGACDL775QP Expiration Date: 11/24/2027 I hereby certify that I am the ❑ Owner ❑ Contractor and authorized to sign this application and that the above information is correct and construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulation of the State of Washington,and the City of Arlington. A�Izlo� Ilia Petrenko 7/24/2026 Signature Print Name Date SAVE PRINT CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 17625 HILLSIDE CRT Permit#:7014 Parcel#:00870600003600 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work:Proposed work includes replacement of the existing rear deck with a Valuation:15000.00 new 22'-0"X 10'-0"deck and stairs,replacement of the existing front porch with a new 7-0"X 4'-0"porch and a seven-step stair,and replacement of the existing rear concrete patio with a new 14'-0"X 27-0"concrete slab beneath the deck No other site improvements are proposed.total—292 sq.ft. APPLICANT CONTRACTOR MCLAIN RUSSELL L&KATHRYN E Legacy Decking LEGACY DECKING LLC 17625 HILLSIDE CRT 6105 48th St NE 6105 48th St NE ARLINGTON,WA 98223-7868 Marysville,WA 98270 Marysville,WA 98270 4253438942 425-212-7740 LIC:605-340-471 EXP:10/21/2026 LIC:LEGACDL775QP EXP:11/24/2027 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR ' LIC#: EXP: LIC#: EXP: JOB DESCRIPTION S I PERMIT TYPE: RESIDENTIAL ADDITION CODE YEAR: 2021 STORIES: 2 CONST.TYPE: HIA DWELLING UNITS: OCC GROUP: R-1;Residential 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.IBCl l0/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. 08/07/2026 Applicant Signature Date Building Official Date CONDITIONS Adhere to approved plans Permit shall be onsite for inspections Call for inspections The property owner shall ensure that the construction project complies with all applicable zoning codes and regulations.The property owner shall also ensure that the construction project does not cause any adverse impact on the surrounding environment or community.The property owner shall be responsible for obtaining all necessary permits and approvals from the relevant authorities before commencing construction.The property owner shall ensure that the construction project complies with all applicable design review requirements. 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. FEESFMMEW Date Description Fee Amount 08/07/2026 Building Permit $375.94 08/07/2026 Processing/Technology $25.00 Total Due: $400.94 Total Payment: $400.94 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 INSPECTION INFORMATION I Pass/Fail