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HomeMy WebLinkAbout17601 59th Ave Ne_BLD6679_2026 CITY OF ARLINGTON 18204 59th Avenue NE,Arlington,WA 98223 INSPECTIONS:360-403-3417-Permit Center:360-403-3551 BUILDING PERMIT 17601 59TH AVE NE Permit#:6679 Parcel#:31052200405500 PERMIT EXPIRES 180 DAYS AFTER DATE OF ISSUANCE. Scope of Work:Install 12 bays of pallet racking per stamped plans. Valuation:19354.00 Ow MAPPLICA PUBLIC UTILITY DISTRICT NO 1 Mr.Racks LLC Mr Racks LLC PO BOX 1107 2220 S Tacoma.Way 2220 S Tacoma.Way EVERETT,WA 98206 Tacoma,WA,98409 Tacoma,WA 98409 360-840-1512 4252070058 LIC:602 779 014 EXP:08/31/2026 LIC:MRRACRL924BN EXP:01/19/2026 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR LIC#: EXP: LIC#: EXP: W JOB DESCRIPTION ` PERMIT TYPE: COMMERCIAL ALTERATION CODE YEAR: 2021 STORIES: 3 CONST.TYPE: IA DWELLING UNITS: OCC GROUP: S-2;Storage Low Hazard 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 I10/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. 82"W1141 �C�deIL 8/22/2025 � �� 08/22/2025 Applicant Signature Date Building Official Date CONDITIONS - Adhere to approved plans.Permit shall be onsite for inspection.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 08/22/2025 Building Plan Review $312.71 08/22/2025 Credit Card Service $9.38 08/22/2025 Processing/Technology $25.00 08/22/2025 Building Permit $467.50 Total Due: $814.59 Total Payment: $814.59 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 COMMERCIAL MISCELLANEOUS PERMIT APPLICATION Community and Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223 •Phone (360)403-3551 Building Permits are required for the following commercial construction. Complete the appropriate section for the permit type. Type of Permit: ❑ Deck ❑ Fence ❑ Hot Tub/Spa/Pool ❑ Retaining Wall ❑■ Racking ❑Other Property Address: 17601 59th Ave NE Arlington, WA 98223 Project Valuation: 19354 Lot#: 2 Parcel ID No.: 31052200405500 Subdivision: Project Scope of Work: Install 12 bays of pallet racking outside of building. Primary Contact: ❑ Owner ❑ Architect ❑ Engineer ❑■ Contractor Owner Name: Public Utility District No. 1 Office No.: 425-783-5005 Email Address: calaZar@snopud.com Cell No.: Mailin Address: PO BOX 1107 City: Everett State: WA Zip: 98206 Architect Name: Office No.: Email Address: Cell No.: Mailing Address: City: State: Zip: Professional License Number: Expiration Date: Engineer Name: Basil Kattula Office No.: 206-851-7303 Email Address: bkattula@hotmail.com Cell No.: Mailing Address. 21122 126th Ave SE city: Kent state: WA zip: 98031 Professional License Number: 12660 Expiration Date: Contractor Name: Mr. Racks LLC Office No.: 425-207-0058 Email Address: brendan@mrracks.com Cell No.: 360-840-1512 Mailing Address: 2220 S Tacoma Way City: Tacoma State: WA zip: 98409 L&I Contractor License Number: MRRACRL924BN Expiration Date: 1/19/2026 I hereby certify that I am the ❑ Owner ❑Architect ❑ Engineer ❑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. Brendan Eason 8/18/2025 Signature Print Name Date FOR STAFF USE ONLY PERMIT# ACCEPTED BY: DATE STAMP ❑ Decks ❑ Fence Requirements 10 feet Standard Lot Fence: Fences and hedges shall not V�) 42-inch-high fence exceed 42-inches for ten feet from the ultimate right- > 6-foot-high fence of-way along front and exterior side yard lot a Sidewalk boundaries adjacent to public streets. o U_ a 10 feet I� 25-foot site ———— triangle 30-inch-high fence Corner Lot Fence: Fences and hedges shall not exceed 42-inch-high fence 30-inches in the 25-foot site triangle. Outside of the 25- 6-foot-high fence g foot triangle the fence may be 42-inches. For 6-foot fences the fence needs to set in ten feet from the ultimate right-of-way along exterior side yard lot boundaries o�. to feet adjacent to public streets. I � I \ — Public or Private Street ❑ Hot Tub/Spa and Pools • Submit 2 plan sets and electronic file of submittal requirements (pdf) ❑ Retaining Wall • A permit is required is the retaining wall if the wall is over 48 inches in height from the bottom of the footing to the top of the wall,or if the wall is intended to be structural to support a structure or parking lot. • Submit 2 plan sets and electronic file of submittal requirements (pdf) ■❑ Racking GENERAL NOTES: APPLICABLE CODES: Contractor: Analysis and Design of Racks Conform to the 2021 IBC SEC 2209. Mr. Racks LLC. The 2012 RMI Code and Section 15.5.3 of ASCE 7-16 Using the A. ALL RACKING IS LOCATED OUTSIDE OF THE BUILDING ON CONCRETE SLAB. 2021 IBC g 2220 S Tacoma Way o B. ALL VERTICAL DIMENSIONS SHOULD BE TAKEN FROM TOP OF SLAB. NFPA 13 2016 ASD Method: V-.70*C.s*I.p*Ws. Ip-1.0 Tacoma, WA 98409 o C. THE INSTALLER IS TO VERIFY ALL LOCATION DIMENSIONS PRIOR TO THE START OF NFPA 72 2016 Reg: CC MRRACRL924BN a Scope of Work: Supply and Install (12) Bays of Pallet Rack per THE INSTALLATION. UBI: 602-779-014 Seismic Calculations, Stamped Floor Plan and Detail Sheet D. ALL FRAMES AND POSTS ARE TO BE PLUMB. ALL BAYS TO BE SQUARE. Contact: Brendan Eason Special Anchor Inspection is Included. E. THIS STRUCTURE IS TO BE ADDED TO AN EXISTING BUILDING. IT IS DESIGNED AS A Phone: 425-207-0058 FREE STANDING STRUCTURE AND IS NOT TIED TO THE BUILDING, OTHER MECHANICAL, F ELECTRICAL,PLUMBING AND FIRE SUPPRESSION ARE TO BE PERMITTED SEPARATELY. Engineer: Parcel Information: F. INSTALLER IS TO SET UP ONE BAY FOR APPROVAL AND SIGN-OFF Basil Kattula Parcel#: 31052200405400 BY THE CUSTOMER PRIOR TO COMPLETING INSTALLATION. APPROVAL AND SIGN-OFF P.E. - S,E, ID # 12660 ow �x3�o Site Address: 17601 59th Ave NE Arlington, WA 98223 INCLUDES RACK POSITION AND BAY CONFIGURATION AND IS NECESSARY TO PREVENT 21122 126th Ave SE a�_ =a Owner Name: PUBLIC UTILITY DISTRICT NO. 1 OF SNO CO COSTLY SYSTEM RECONFIGURATION. Kent WA 98031 =�o�w��w Phone: 206-851-7303 ===asa Owner Address: PO BOX 1107, EVERETT, WA 98206-1107 Legal Description: Section 22 Township 31 Range 5 Quarter SE LOT 1 CITY ARL COMMODITY INFORMATION: Special Anchor Inspectors: a=ffl ZLL� c,c, BSP FILE NO SPUD00000142 REC AFN 202105145008 BEING A PTN NE1/4 AAR Testin moo�Qaawo A. TYPE OF PRODUCT: PAD-MOUNTED TRANSFORMER BOXES. STORED ON STANDARD g SE1/4 SD SEC WOODEN PALLETS. NON ENCAPSULATED. NO SOLID SHELVES. 7126 180th Ave NE 00 B. TOP OF STORAGE NOT TO EXCEED 15'0". Suite C-101 Redmond WA 98052 VICINITY MAP: Phone: 425-881-5812 Z � , Cn - CAPACITY PLACARDS : Q r k 8 "' X 11" LAMINATED PLACARDS. � U 2 RMI FORMATTED CAPACITY PLACARDS STATING: C,C CALCULATED LOAD CAPACITY PER SHELF LEVEL. U I w IFC-13 PRODUCT COMMODITY CLASSIFICATION. CJ V) h MAXIMUM ALLOWABLE STORAGE HEIGHT. Cl J � a � p W + © These capacities are for undamaged Q h _ MAXIMUM t racking. Z , LDamage reduces the rack capacity. 0 � Repair or Replace damaged CAPACITY• `�' itipk - components. lti, this pia ueinfsn tyof the owner to 3,000 LBS Q ry * * e ■ Q e s re that the rack system s not V altered in a man erthat'nvatdates this plaque'ntormat on W I- a a PER BEAM LEVEL 4 F Commodity Classification: o �B�A��S � CLASS I-IV, GROUP A TOP OF STORED HEIGHT o s Customer l nformation. 22205Tacoma Way, Snohom-sh Pl10 aroma Wk-8 1J6,gt,,, A982 NOT TO EXCEED: 15' 0" _ 'F racks.com grington,WA 98223 LU I CV .. ++. `„ K. vavt� a a E F 0 ' o ( .� > - City of Arlington q cn ^ a c� p o ,� F k Building Department DRAWN APPROVED EBY. loll Kevin Olander- 08/21/2025 SCALE: _ No l changes authorized unless approved b t 9 PP Y the Building Official DATE: 8/18/2025 DRAWING N0: CHECKED BY: SHEET NO. 1 OF I SHEETS N NOTES: 1. ALL RACKING LOCATED OUTSIDE ON CONCRETE PAD. 2. NO SOLID SHELVES.WIRE DECKS ARE PROVIDED. c 3.TYPICAL EGRESS PATH"20 FEET. y A w 0.' F A w N of T b tp 2t� 0m Qp Q Z =CONK � 3w 1 h � ¢F=aao�a= c�3�,�6m�az az o==a zog oas�oo.,p so�z'z�ow^ �aausp Adjacent Lot 0 0 0 �� ll o U rI ^< I- CJ LLJ Z U F U I 0 W .� W W W W W I� N U Ol 1 -0 Ol al Ol Ol Ql . o X X X X X Z � � y m o0 N N N I-, I-, I-, u Orq o N � � N N N ' N N N O O O O O O W v, W - U.)-' - --_ W W dl 01 Ol 01 01 Ol C+ i X X X X� X X � q 00 N 00 00 00 00 00 1' = 161; 1'typ. 16' 16' —_--- N _ Z 0080' - rn o > Q T \VCLs c DM p c� c - o O 1' o co .r— City of Arlington t( DRAWN BY.. Building Department 2 BE APPROVED 12�� SCALE: Kevin Olander-08/21/2025 3/8" = 1'-0" DATE: No changes authorized unless approved by 6/23/2025 the Building Official DRAWING N0: Approved: Revise and Resubmit:_ Approved as Noted: Not Approved: CHECKED BY. Company: By: SHLNO.Title:Racks are NOT to be Loaded Prior to Final Buildin and Fire A roved Ins ections - Customers Initial. Date: S ---.�' OR 10' - STRUCTURAL NOTES: 1. RACKS ARE MANUFACTURED BY MAVERICK MFG.OF RIVERSIDE,CA OR EQUAL. ti 2. MINIMUM YIELD(Fy)AND ULTIMATE(Fu)STEEL STRENGTHS FOR SELECTIVE RACKS SHALL BE AS ti 7 FOLLOWS w PALLET (a) BEAMS AND COLUMNS Fy=55ksi Fu-70ksi. 4K x _ (b) BRACING STRUTS Fy=55ksi Fu=70ksi. 5 3 - 1 7 3 3 (c) BASE PLATES FLOAD i PER LE si. 3. MAXIMUM RACK LOAD PER LEVEL PER PAIR OF BEAMS SHALL BE 3,000 LBS. 4. CONCRETE SLAB IS GIVEN AS 6"THICK WITH fc'=2,500 psi.REINFORCED WITH#4@12"ON CENTER EACH o WAY. 5. ALLOWABLE SOIL BEARING PRESSURE IS GIVEN AS 1,500 psfFOR GRAVITY LOADS. 6. TIE-DOWN ANCHORS SHALL BE SIMPSON STRONG BOLT 11 WEDGE ANCHORS. c USE TWO(2)1/2"O X 5-1/2"ANCHORS WITH A 3-7/8"EMBEDMENT PER BASEPLATE.PLACED DIAGONALLY. PERIODIC SPECIAL INSPECTION IS REQUIRED AND SHALL BE COMPLETED PER ICC ESR-3037. V y e y p 7. POST LOAD SIGNS NOT LESS THAN 50 SQUARE INCHES IN AREA SPECIFYING THE DESIGN CAPACITY AT Q CONSPICUOUS LOCATIONS. 2 G a o LLI 8. IF ANY DISCREPANCY OCCURS,CONTACT THE ENGINEER FOR CLARIFICATION. w 3 0 9. ANALYSIS AND DESIGN OF RACK CONFORMS TO THE 2021 IBC SEC 2209,THE ANSI MH-16.1,2012 CODE, z AND SEC 15.5.3 OF SEI/ASCE 7-16 USING THE ASD METHOD WHERE: o a O V=0.70 CS Ip WS AND Ip=1.0 (RESTRICTED AREA-NO PUBLIC ALLOWED) a o $ N a (n Ss=1.054 z3 No�000, ILL Cs =2.5 Ca/R AND Ca=0.337 FOR THE GIVEN ADDRESS AND SITE CLASS D(DEFAULT). 3 o o W LL t5. N N (-4SI=o.376 � g5o°�o's R=4.0 TRANSVERSE(BRACED)DLR. r o az'z S o w Fa=1.2 o�aa�+zo O R= 6.0 LONGITUDINAL(MOMENT)DIR. 03 h 10. PROJECT HAS NO FIELD WELDING,ALL WELDING IS COMPLETED IN THE SHOP BY LICENSED WELDERS. o 0 00 11. THERE ARE NO SHOP DRAWINGS FOR THIS PROJECT. THIS DRAWING SHALL SERVE AS THE PROJECT SHOP DRAWINGS. 12. FACILITY IS NOT OPEN TO THE PUBLIC. 13. CAPACITY PLACARDS ARE SUPPLIED STATING CALCULATED PER SHELF CAPACITY,PRODUCT i CLASSIFICATION BEING STORED,AND MAXIMUM ALLOWABLE STORAGE HEIGHT. Z v d' 14. ALL RACKING TO BE INSTALLED OUTSIDE,NOT LOCATED IN A BUILDING. C rn N r U "Al Uj Side View Side View Front View je U . 0 9 41 RACK ELEVATIONS SCALE: 1/2" = 1' Z cli U N h __ BRACE(TYP.) 375 R BRACKET ASSY. �3 co D CC � 31 AS NOTED - - TYP. y1 13 1 18,E w w UPRIGHT COLUMN i O El � � � F �1/8 ® ® O �� 5� El 2"TYP. 6 0 1 1 o AS NOTED 14GA THK. —1/4"REF. --HORIZINTAL ❑ ❑ ❑ U BRACE TYP. - 7/8 MIN. ❑ '---BEAM SECTION 16 GA THK. (TYP) ASTM A572 GR55 ° 1/81, (TYP.) .531 SQUARE,% I�3/4,, R1Pg,. BEAM DETAILS PI 1 z N N ° 84" or 120" COLUMN DETAILS _ Ln 1 � 12 8" - t BRACING CONNECTION DETAIL —R1 2 Y thick yp, �hj DRAWN BY., 1 1/2"'-1�-I� 4 5-1/2 BE SCALE: 16 GA 1 1/2" A T 7„I 8" ��22, AS SHOWN 8"f 16 GA.THK. -��8 �— DATE: - --- City of Arlington 6/23/2025 COLUMN STRUT Row Spacer Detail 1 typ. �1 typ. r ANCHOR DETAILS BuiIding APPROV Dment DRAWING 1�: Attach with (4) 7/16 UNC X 1 LG � typ. SEE NOTES FOR DETAILS Kevin Olander- 08/21/2025 CHECEED BY: HEX HEAD BOLT& NUT No changes authorized unless approved by SHEET NO. the Building Official Z RACK DETAILS SCALE: 3" = 1 FOOTPLATE DETAILS of 3 SHEETS City of Arlington Building Department APPROVED �Qf Kevin Olander-08/21/2025 Job T�Iel�pMt No changes authorized unless approved by iv ,.7-0" Ia), By Date L©� the Building Official Job No. Checked Sheet 1 of 3 G 2bZ1 re c 77d-t Z C-o 4'"o etc raT���s V. ��rp :o_ p l.o FACILE dS ,ve raP C �W0 - G /--ACIL17Y Aook&ss ° 12660 = 2 :t i& C(ASS F-A U T' 4 \ .., 6•{f J)�� T/�({�'1 '/ /'�/� C- L b.U L0lJGt T . (1 M e) .. !I - t,�3 S a 0 ,1a7 P + •f- `a�'� C, - t L o y M w . pusc-4-- �,A,ao p LE v6.L Pam , � = ; .�'d?S sou et ,o®o A S �:_.. tl$e lob* E.Lv£-t- —4 f-4E*- 0 L - t,a'L loQry VSE 1 o a m) &7r,r bdA41 sA4 ic L oA 0 C ,u�rcQc LD,4o e4 Le . ,SA., p. � TWA M5V, V �. a.2.1! �c3,, 2 ,10 G. Z ��' -l2 - Clot j _ . iS t� TL S 2 �'�g 14)Pe zo tj S Par.i wV/cr, '7/ t. d P dPCO j A ®. 46 4n h T4 = v2 M .C.- C--T S S2 3a 'i 1a9t77f tGCIQtj,*j epfC,%l D•tJ F5 AAC rat Vr P 7-;�IAr- a4 44 eC Q � 1 1t t `/z �`Si �3a� k 4 e c�rra,�s IjE '14"Aeruk4i l , s � �� 1•` `, Job Tine By Date 4 -10 2 5 Job No. Z.S" / .3 -� Subject Checked Sheet � of �C.4 _,C�� � Sfa tC Ni.Q k �aLtlrN/� 4�►t.-p Is ek- A Uz <&) r b� .e r� A", r i Atmz,44. i v Trcic 16>,QCAE7V- StAld WJ7-0107 ' �LGo GJ a S � •S 'a ( Ct, - ONt:I 7)/.4, VFW 9P 1 t k. 3 2.ta ,�� -- ©, v . S&IL , F p� z 0 .71 p -' t ,ss 95 ea — T z � # S _ L ��� IJ-SIAJC323 F; fL =7 a g - ,L 57IL&w.nd � �a CL1t20> b6r-L W Z11 Awo Is Ilk �grw pjL Job Title By 6774— Date '202� 2 s(3 Job No. Subject Checked Sheet 3 of 0Lu4AJ S : 3 x3�,� t4LaA �C�TtoA5 17-# ? Vie = a�'t5 ` � ,b3-`w �•t _ �,t3tiN Col. D.15 � D !c Z 19.9 2- cob cz" 1 z $ k� VL- kz `-r- e tl,gtZ pct., - La Tlv9 . 3 }3 4.2Y + ?�-IO As - W2 - 7744 N Parcel Information: Parcel#: 31052200405500 Site Address: 17601 59th Ave NE Arlington, WA 98223 o � Owner Name: PUBLIC UTILITY DISTRICT NO. 1 OF SNO CO a Owner Address: PO BOX 1107, EVERETT, WA 98206-1107 Legal Description: Section 22 Township 31 Range 5 Quarter SE LOT 2 CITY ARL BSP FILE NO SPUD00000142 REC AFN 202105145008 BEING A PTN NW1/4 SE1/4 & NE1/4 SE1/4 SD SEC Parcel Line- --------------------------------------- � �Na'J Ohb Owk� �Zx nOJ¢ O0Z�� zNW�Nz .w oz a�a�6o��z '3�NdmooN 3z�� WLL=i i5 80wg xoo�z—za3 a¢�uao (j O h N D Area of Work m ` C~ Z N O m m w W F p � � U ° zC'i oOTT= w �- lD 4 1"F Q F R D r� Z m CV W CV 00 Z � � Q �:: J 'Cl- N Cn -O U y E � O O O t N O CO .— — City of Arlington n - CL A ca` Building Department DRAWN BY.• APPROVED BE Kevin Olander- 08/21/2025 SCALE: 1/32" = 1'-0" No changes authorized unless approved by DATE: the Building Official 8/18/2025 DRAWING N0: Approved: Revise and Resubmit:_ Approved as Noted: Not Approved: CHECKED BY.• Company: By: SHEET NO. Title: 1 Racks are NOT to be Loaded Prior to Final Building and Fire Approved Inspections - Customers Initial. Date: OF 1 SHEETS Permit#: 6679 Permit Date: 08/18/25 Permit Type: COMMERCIAL ALTERATION Project Name: Snohomish PUD Pallet Rack Applicant Name: Mr. Racks LLC Applicant Address: 2220 S Tacoma Way Applicant, City, State, Zip: Tacoma,WA, 98409 Contact: Brendan Eason Phone: 360-840-1512 Email: brendan@mrracks.com Scope of Work: Install 12 bays of pallet racking per stamped plans. Valuation: 19354.00 Square Feet: 1238 Number of Stories: 3 Construction Type: IA Occupancy Group: S-2; Storage Low Hazard ID Code: Permit Issued: 08/22/2025 Permit Expires: 02/20/2026 Form Permit Type: COMMERCIAL RACKING Status: COMPLETE Assigned To: Hannah Hardwick Property Parcel# Address Legal Description Owner Name Owner Phone Zoning Section 22 Township 31 Range 5 Quarter SE LOT 2 CITY ARL BSP FILE NO PUBLIC UTILITY 489 Other Utilities 31052200405500 17601 59TH AVE NE SPUD00000142 REC AFN DISTRICT NO 1 NEC 202105145008 BEING A PTN NW1/4 SE1/4&NE1/4 SE1/4 SD SEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# 2220 S Tacoma CONSTRUCTION Mr Racks LLC 4252070058 UBI 602 779 014 Way CONTRACTOR 2220 S Tacoma CONSTRUCTION Mr Racks LLC 4252070058 Way CONTRACTOR L&I MRRACRL924BN Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status Onsite Contact:Dwayne Hilmo Phone:425-758-7653 10/07/2025 C00.RACKING 10/08/2025 10/08/2025 BUILDING Approved Racking is located outside. You will need to get in contact with Dwayne. 10/01/2025 C00.RACKING AM inspection around 7A or 10/02/2025 BUILDING Approved 8:00 AM to 11:00 AM Plan Reviews Date Review Type Description Assigned To Review Status 08/19/2025 COMMERCIAL BUILDING Approved ALTERATION Fees Fee Description Notes Amount Building Plan Review Table 4-2 $312.71 Credit Card Service $9.38 Processing/Technology $25.00 Building Permit Table 4-1 $467.50 Total $814.59 Attached Letters Date Letter Description 08/22/2025 Building Permit 08/18/2025 Web Form-Building Application Payments Date Paid By Description Payment Type Accepted By Amount 08/19/2025 Matthew Prevost 240568934 Hannah Hardwick $9.38 08/19/2025 XBP Conf: $312.71 240568934 08/22/2025 XBP Con£ $492.50 240925284 Outstanding Balance $0.00 Notes Date Note Created By: 08/18/2025 Contractor needs to add COA to UBI Hannah Hardwick 08/18/2025 sent email for business license. Hannah Hardwick Uploaded Files Date File Name 08/22/2025 27944536-20250818 BLD6679 Approved Plans.pdf 08/22/2025 27944231-2025 BLD6679 Issued Permit.pdf 08/18/2025 437c7f7da5e52b4c9ccda882cb46fafc site plan 081825.pdf 08/18/2025 al6b92809f37bOa5bdaa8e77al84925b permit application 081825.pdf 08/18/2025 360cbd4470fle82aea7300b6e024a5b2 seismic calculations 081525.pdf 08/18/2025 250fe777dl386a3c008be1Of2lfaOc4e plan set 081825.pdf