Loading...
HomeMy WebLinkAbout19113 63rd Ave Ne_BLD3059_2026 a` Na� ` > i NOTICE TO PERMITEE AND/OR OWNER C—n� PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑APPROVED PERMIT#: AM PM DATE: (cJ -.4 OB ADDRESS: I )j ") ,) ; LOT#: PROJECT: TYPE OF INSPECTION /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 Cl CALL FOR REINSPECTION _L l 7L G- THEACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE ❑PLANNING ❑ CIVIL ❑ RuiI,DING CITY OF ARLINGTON a � uITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON,WA.98223 PHONE; (360) 403-3551 BUILDING PERNLIT Address:19113 63rd Ave NE Ste 4 Permit#•3059 Parcel#:3 105150040120 1 Valuation:5000.00 OWNER APPLICA_Nr CONITRA TOR I Name:City of Arlington Name:Mr Racks Name:Mr Racks LLC Address: 18204 59th Drive NE Address:500 SW 16th St Address:500 SW 16th St City,State Zip:Arlington,WA 98223 City,State Zip:Renton,WA 98057 City,State Zip:Renton,WA 98057 Phone: Phone:425-207-0058 Phone:206-697-1241 LIC:MRRACRL924BN EXP:01/17/2022 MECHANICAL CON-TRACTOR PLU'NIBING CONTRtiCTO_9 - 1 4 Name: Name. Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: PERMIT TYPE: Mist CODE YEAR: 2015 STORIES: CONST TYPE. DWELLING UNITS_ OCC GROUP: BUILDINGS: OCC LOAD: PERIIT 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. IBCI10/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 c cd City of ton#3101. 1e try 0 n signa-tureF PAnt Name If Date Released By 1 6atc CONl.TTIONS, Adhere to approved plans. Special Inspections required for anchors. Approved job copy shall be onsite for inspections. 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. _ PEkWT FEES Date Description Fee Amount 03/09/2020 Building Permit Fee $165.64 03/09/2020 Processing/Technology Fee $25.00 03/09/2020 Building Plan Review Fee $107.67 Total Due: $298.31 Total Payment: $0.00 Balance Due: $298.31 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 I I I % CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:19113 63rd Ave NE Ste 4 Permit#:3059 Parcel#:31051500401201 Valuation:5000.00 OWNER APPLICANT CONTRACTOR Name:City of Arlington Name:Mr Racks Name:Mr Racks LLC Address: 18204 59th Drive NE Address:500 SW 16th St Address:500 SW 16th St City,State Zip:Arlington,WA 98223 City,State Zip:Renton,WA 98057 City,State Zip:Renton,WA 98057 Phone: Phone:425-207-0058 Phone:206-697-1241 LIC:MRRACRL924BN EXP:01/17/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Naive: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: M1Sc CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: I___ 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 RC W 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. IBCI10/IRCI10. 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. :�Z'p ag�� Signature Print Name Date Released By I 6ate CONDITIONS Adhere to approved plans. Special Inspections required for anchors. Approved job copy shall be onsite for inspections. 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 03/09/2020 Building Permit Fee $165.64 03/09/2020 Processing/Technology Fee $25.00 03/09/2020 Building Plan Review Fee $107.67 Total Due: $298.31 Total Payment: $0.00 Balance Due: $298.31 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 R I City of Arlington Planning March 6,2020 Permit Application:Integrity Orthotics /Pallet Rack Anchors To whom it may concern, The engineer who did the structural calculations has requested a special inspection of the wedge anchors for the pallet rack. Engineer: Ben Riehl 16666 Glenesgles Blvd Suite 1 Billings MT 59105 We are contracting with AAR Testing of Redmond Wa to do the special anchor inspection. AAR Testing PO Box 2523 Redmond Wa 98073 Attn:Michele Phone#425-881-5812 Thank you Matt Matt Prevost Auto Cad and Sales Mr Racks LLC 206-697-1241 MAR 0 �Wb 4- SPECIAL INSPECTION AND TESTING AGREEMENT In accordance with International Building Code Chapter 17, where application is made for construction as described in this section, the owner or the registered design professional responsible for,and acting as the owner's agent shall employ one or more Special Inspectors to provide inspections during construction. APPLICANTS NAME ` First name Las name �� PHONE number rL S t4v� IL 0 6 7 47 EMAIL email PRIMARY First name Last name PHONE number. CONTACT EMAIL email TAX I.D.NUMBER Number 5 " PROJECT NAME Na Zy& e4 _ PROJECT Description DESCRIPTION ���� P SITE ADDRESS Addr 13 6 3 t-0 Before a permit can be ed:The owner,Architect or Engineer of record acting as th wner's �j agent, shall complete this agreement, including the required acknowledgements, and attach structural tests and inspections schedules.A pre-construction conference with the parties involved may be required to review the special inspection requirements and procedures. Approval of special Inspectors.Special inspectors shall be approved by the City of Arlington prior to performing any duties. SPECIAL INSPECTION AND TESTING SHALL MEET THE MINIMUM REQUIREMENTS OF 2015 IBC.THE FOLLOWING CONDITIONS ARE ALSO APPLICABLE. 1) Duties and Responsibilities of Special Insppect_or. a) Observe Work:The Special Inspector shall observe the work for conformance with City of Arlington approved (stamped) design drawings and specifications and applicable workmanship provisions of the IBC The Architect/Engineer-reviewed shop drawings and/ or project drawings may be used only as an aid to inspection. 11Page b) Report Non-Conforming Items:The Special Inspector shall bring non-conforming items to the attention of the Contractor and note all such items in the daily report.If any item is not resolved in a timely manner or is about to be incorporated in the work,the Special Inspector shall immediately notify the City of Arlington by telephone or in person,and notify the project Architect or Engineer. [Inspector Click or tap here to enter text. I phone Click or tap here to enter text. 1 c) Furnish Daily Reports: Each Special Inspector shall complete and sign an inspection report for each day's inspections to remain at the iob site with the contractor for review by the City of Arlington. d) Furnish Weekly Reports: The Special Inspector or agency shall furnish weekly red orc of tests and inspections directly to the City of Arlington,project Architect/Engineer, and others as designated.These reports must include the following: i) Description of daily inspections and test made,with applicable locations. ii) Listing of all non-conforming items. iii)Report on how non-conforming items were resolved or unresolved,as applicable. iv) itemize all changes authorized by the Architect/Engineer of Record and City of Arlington if not included in non-conformance items. e) Furnish Final Report:The Special Inspector or inspection agency shall submit a final signed report to the City of Arlington stating that all items requiring special inspection and testing were fulfilled and reported,and to the best of his/her knowledge, in conformance with the approved design drawings, specifications, approved change orders and the applicable workmanship provisions of the IBC. Items not in conformance,unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when inspection was required,etc.)shall be specifically itemized in this report. 2) Contractor Responsibilities a) Notify the Special Inspector:The Contractor is responsible for notifying the Special Inspector or agency regarding individual inspection items on the summary schedule and as noted on the City of Arlington approved plan as specified by the Architect and or Engineer of record. b) Provide Access to Approved Plans: The Contractor is responsible for providing the Special Inspector access to approved plans at the job site. c) Retain Special Inspection Records: The Contractor is also responsible for retaining at the job site all Special Inspection records submitted by the Special Inspector and providing these records for review by City of Arlington,upon request. 3) City of Arlineton a) Approve Special Inspector: The City of Arlington shall approve all Special Inspectors and inspection requirements. b) Monitor Special Inspection: Work requiring special inspection and the performance of Special Inspectors shall be monitored by the City of Arlington. His/ Her approval must be obtained prior to placement of concrete or similar activities in addition to that of the Special Inspector. 2 1 P a g e 4) Owner Responsibilities a) Funding:The project owner or the Architect or Engineer of record acting as the owner's agent shall fund the Special Inspection Services. 5) Architect or Engineer of Record Respgnsibilities a) DraWingS: The Architect or Engineer of record shall include special inspection requirements on the design drawings and specifications. b) Schedule Inspections: Provide a summary schedule of required inspections which would outline frequency of inspections for items which may require multiple inspections which may include but are not limited to concrete and grout testing,compaction,testing of backfill and or road beds as recommended by the geo-tech engineer,and structural welding as work progresses. SPECIAL INSPECTION&STRUCTURAL OBSERVATION ITEMS REQUIRED BY CHAPTER 17 OF THE 2015 IBC Indicate items requiring special inspection, structural testing, or structural observations by checking the appropriate box. DSTRUCTURAL STEEL(IBC 1705.2.1&1705.12.1) ❑STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL(IBC1705.2.2) ❑CONCRETE CONSTRUCTION(IBC 1705.3) ❑MASONRY CONSTRUCTION(1111C 1705.4) ❑WOOD CONSTRUCTION(IBC 1705.5,1705.11.1&1705.12.2) ❑SOILS CONSTRUCTION(IBC 1705.6) r,IDRFVFN DEEP FOUNDATIONS(IBC 1705.7) ❑CAST-IN-PLACE DEEP FOUNDATIONS(IBC 1705.8) ❑HELICAL PILE FOUNDATIONS(IBC 1705.9) ❑SPRAYED FIRE-RESISTANT MATERIALS(IBC 1705.14) 3 Page ❑MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS(IBC 1705.15) ❑EXTERIOR INSULATION AND FINISH SYSTEMS(EIFS)(IBC 1705.16) ❑FIRE-RESISTANT PENETRATIONS AND JOINTS(IBC 1705.17) ➢ Only required for high-rise buildings or those assigned to Risk Category III or IV per IBC Table 1604.5. ❑SMOKE CONTROL(IBC 1705.18) []ARCHITECTURAL COMPONENTS(IBC 1705.12.5) ➢ Only required for buildings located within Seismic Design Category D,E,or F ❑PLUMBING,MECHANICAL&ELECTRICAL COMPONENTS(IBC 1705.12.6) ➢ Only required for buildings located within Seismic Design Category C,D,E,or F ❑SEISMICALLY ISOLATED SYSTEMS(IBC 1705.12.8) ❑SPECIAL CASES(IBC 1705.1.1)-material alternatives or unusual design applications ❑MISCELLANEOUS AREAS--These inspections may be recommended by the Architect/Engineer and are to be approved by the Building department. 4 1 P a g e Acknowledgements I HAVE READ AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THIS AGREEMENT.(Attach more sheets for signatures if necessary) �L�rer Fir_ a Yl Date Hate ature si n. 3 a6 Contractor Fionhr .s L Date a Signature Sign ❑Submit written statement of responsibility in accordance with IBC Section 1704.4. S e lal Inspector Ana Date Date Signature slk:, ❑Submit WABO certification for special inspection agency and inspectors,(or) Submit Special Inspection agency documentation for Building Official approval. Names of Special Inspectors Scope of Work.Submit copies of inspector certifications provided for each discipline. Inspector name First name Last name Scopeofwork Work Inspector name First name First name Scope ofwork Work Inspector name First name First name SsopeofWork Work Inspector name First name First name Scope ofwork Work inspector name First name First name Scope of Work Work Inspector name First name First name Scope ofwork Work Architect/Engineer of Record F F&AQK491 Date Date Si tune Sign. 3-6-2020 Structural Observer First name Last name Date Date Signature sign. ❑Statement of Special Inspections completed and submitted in accordance with IBC Section 1704.3. ❑Structural Observations required in accordance with IBC Section 1704.5. 5 1 P a g e Acknowledgements I HAVE READ AND AGREE TO COMPLY WrrH THE TERMS AND CONDITIONS OF THIS AGREEMENT.(Attach more sheets for signatures if necessary) Owner Fit.. i u ar A-(,Cj late bate Signature sign. _ Contractor Fi s L_ ( ka-te-3, re 0 j ?- Signature si-.,n 3 �Z ❑Submit writtea,6at peof responsibility in accordance with IBC Section Special Inspector nJ Date Date 'Signature sip;- ❑Submits BO certi-fication for special insp -{i�ncy an inspectors,(or) XsUbmit Special Inspection agency documentation for Building Official approval. Names of Special Inspectors Scope of Work.Submit copies of inspector certifications provided for each discipline. Inspector name First name Last name scope of Work Work i Inspector name First name First name scope ofwork Work Inspector name First name First name scope of Work Work Inspector name First name First name Scope of Work Work Inspector name First name First name scope ofwork Work Inspectorname First name First name Scope of Work Work Architect AM 91Iyeer of S1 grahwe Sign. Stryictural Observer i'" name Last name Rate Date Signafalry Sign. O Statement of Special Inspections completed and submitted in accordance with IBC Section 1704.3. ❑Structural Observations required in accordance with IBC Section 1704.5. 61Page Permit#: 3059 Permit Date: 03/02/2002 \ � -� Project Name: Integrity Orthotics Racking Site Address: 19113 63rd Ave NE Ste 4 Company/Applicant Name: Mr Racks Company/Applicant Address: 500 SW 16th St City, State, Zip: Renton, WA 98057 Contact: Phone: 425-207-0058 Email: matt@mrracks.com Permit Type: Misc Valuation: 5000.00 Square Feet: 0 Number of Stories: 0 Type of Construction: Occupancy Type: Proposed Use: Racking MIC/Opportunity Zone: Permit Issued: Permit Expires: DNU: Status: IN PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051500401201 19113 63rd Avenue NE City of Arlington Contractors Contractor Primary Contact Phone Address Contractor Type License License# Mr Racks LLC Matt Prevost 206-697-1241 500 SW 16th St CONTRACTOR L&I MRRACRL924BN Plan Reviews Date Review Type Description Assigned To Review Status 03/02/2020 Misc Building In Review Uploaded Files Date File Name 03/02/2020 6303261-3051) Appfi•atiun.pdf Signature: Date: Y COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community$Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223• Phone(360)403-3551 THIS APPLICA77ON TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST RE ACCOMPANIED RYA COAMERCWL APPLICATION Suaufrrx CHECIMISTAND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project:. Integrity Orthotics Reciting Valuation: 15,000 Project Address:_19113 63rd Avenue-NE,Suite 4_Adington,WA 98223,USA _ Parcel ID#: _ Legal Description Owner: Sam Wright Phone Number. +44(0)7812 392 747 Address: as above. City: State: Zip Code: Engineer: Curry Rlehl 8 Associates Phone Number Cell Phone: E-mail: benrishl6bresnen.net Address: 1668 Gleneagles Blvd.suite 1, City: Billings, State: Mt. Zip Code: 59105 General Contractor: Mr.Racks,LLC Phone Number. 425-207-0068 Cell Phone: E-mail: Address: 500 S.W.16th St. City: Renton State: WA Zip Code: 98057 _ Contractor's License Number. Expiration:_ Contact Parson: Sam Wright Phone Number. +44(0)7812 392 747 Cell Phone: E-mail: asmw@1169medical.com Address: 19113 63rd Avenue NE.Suite 4 City: Arlington State: WA Zip Code: 98223 Proposed Scope of Work: Install warehouse racking REV 1112019 Page 6 of 9 Received FEB 2 6 202n >Pl b 3059 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 Project Name/Tenant Integrity Orthotics Racking Site Address 19113 63rd Avenue NE ,Arlington,WA 98223,USA Bldg/Unit/Sulte Suite 4 IBC Construction Type IBC Occupancy Type Description of Use Building Square Footage Number of Stories Square Footage Per Floor Will there be any Installation,modification or removal of the following?(Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Flre pumps ❑ Flammable and combustible liquids(tanks,piping etc...) ❑ Hazardous materials ® High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane stricture,tents(>200sq ft)or canopies(>400 sq ft) Provide detalls on any of the above checked items: We are installing racking for storage of shoes with a maximum load of 280ih liar regular racking level 8 a maximum of 1,0001b per level for pallet racking.. Installation,changes,modifications or removal of any of the above may require additional submittals, Information,or permits during the plan review or construction process. Statement of Special Inspection REV 11/2019 Pace 7 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community 6 Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 Name of Protect: Integrity Orthotics Racking Project Address: 19113 63rd Avenue NE,Suite 4,Arlington,WA 98223,USA Special Inspection Firm: A.A.R.TESTING LABORATORY INC Address: 7126180TH AVE NE C101 REDMOND, WA 98052 Contact Person: Phone: 425-881-6812 Email., Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( } Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems Q() Other Spoclfy: Anchor inspection All individual Inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection Is for work that Is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City.Revisions and addenda sheets will not be used for inspection unless approved by the City.The special Inspector shall report to the City revisions that are not approved. A daily record will be maintained on site Itemizing the Inspections performed,for the review of all parties.Any nonconforming items shall be brought to the Immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed,listing any nonconforming Items and resolution of nonconforming Items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed in the final report. The special inspector and special Inspection firm serve In the role as`deputy'City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the required work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily Inspections reports,on site,for review. REV 11/2019 Page 8 of 9 Gt�Y COMMERCIAL APPLICATION PERMIT SUBMITTAL tN O Department of Community&Economic Development City of Arlington• 18204 59th Ave NE-Arlington,WA 98223•Phone(380)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections.No concrete shell be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special Inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly indicate on the plans and specifications for the specific types of special Inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner: The project owner,or the architect or engineer acting as the owners agent,shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may vold this agreement and the Building Officials approval of the special Inspector.In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform In accordance with this agreement may result in a STOP WORK notice being posted on the project,until nonconforming Items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner. Sam Wright Date: 24th Feb 2020 1 hereby certify that the above Information Is correct and that the 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. 6W — Applicants Signature Sam Wright 24th Feb 2020 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 11/2019 Page 9 of 9 GAT Y Off, COMMERCIAL APPLICATION Q�'�lthr ® PERMIT SUBMITTAL Department of Community$Economic Development City of Arlington•18204 59th Ave NE-Arlington,WA 98223-Phone(360)403-3551 The following minimum Information Is required for your Commercial/Muld-Family Building Permit Application.Mark each box to designate that the Information has been provided.Please submit this checklist as part of your submittal documents.Incomplete applications will delay the review. ® One(1)City of Arlington Commercial/Multi-Famlly Permit Application (One(1)permit application per building or structure Is required) ® One(1)City of Arlington Commercial/MuRI-Famlly Submittal Requirements Form ® Two(2)Architectural Drawings ® Two(2)Structural Drawings ® Two(2)Structural Calculations ❑ One(1)Project Specification Manuals(If applicable) ❑ One(1)NREC Code Compliance Forms ® One(1)Special Inspection Requirements Forms ® One(1)Occupant's Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE,architectural,structural and landscape,and then ROLLED TOGETHER IN COMPLETE SETS),- An Intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(350)403 3551 or by small to cedCcDarlincrtonwa.rrov. I acknowledge that all Items designated above are Included as part of this application. REV 11/2019 Page 1 of 9 Received FEB 2 6 2020 COMMERCIAL APPLICATION �•� o PERMIT SUBMITTAL l�NG Department of Community&Economic Development City of Arlington-18204 59th Ave NE-Arlington,WA 98223-Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 Intemational Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 Intemational Fuel Gas Code(IFGC) 5. 2015 Intemational Fire Code(IFC) 6. 2015 Uniform Plumbing Code(UPC) 7. 2016 Intemational Property Maintenance Code(IPMC) 8. 2015 Intemational Existing Property Code(IEBC) 9. 2016 Washington State Energy Code(WESC) 10. 2017 Accessible&Usable Buildings and Faclllties(ICC/A117.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design, Frost Line Depth: 18 inches Soil Bearing Capacity: 1,500 psf unless a Goo-Technical Report Is provided.(IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans.Drawings and plans must be submitted on minimum 18'X 24',or maximum 30'X 42'paper.All shoots are to be the same size and sequentially labeled.Plans are required to be clearly legible,with scaled dimensions, in indelible Ink,blue line,or other professional media.Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. REV 1112019 Page 2 of 9 ' COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(380)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the Information has been provided. Please submit this checklist as part of your submittal documents A. ❑x SITE PLAN—REQUIRED WITH ALL SUBMITTALS (May be Included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scab not to exceed 1"=20 het 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building comers(or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,Including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. ® ARCHITECTURAL DRAWINGS 1. L Cover sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(If applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional In Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. ® Floor Plan a) Plan view 1/8'minimum scab.Details a minimum'/.-Inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,In all rooms and spaces) e) Show ALL exits on the plans;Include new,existing or eliminated. f) Show Barrier-Free lmbrmatlon on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses In the adjacent tenant spaces,If applicable, 1) Provide a door and door hardware schedule. REV 1112019 Page 3 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington• 18204 59th Ave NE"Arlington,WA 98223"Phone(360)403-3551 )) Show the location of all new walls,doors,windows,etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ® Reflected Ceiling Plan a) Plan view 118"minimum scale.Details a minimum%finch scale. b) Provide ceiling construction details. c) Provide suspended calling details complying with IBC 803.9.1.1.Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule. 4. ® Framing Plan a) Specify the size,spacing,span and wood species or metal gage for all stud walls. b) Indicate all wall,beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings,headroom,handrail and guardrail dimensions. 5. Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. ® SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Oceupanfe Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS).Contact the Arlington REV 11/2019 Page 4 of 9 Y Uf COMMERCIAL APPLICATION PERMIT SUBMITTAL �+crN1PU5 Department of Community&Economic Development City of Arlington-18204 59th Ave NE-Arlington,WA 98223-Phone(360)403-3551 The building permit does not include any mechanical,electrical,plumbing or fire sprinkler/alarm work.These permits are Issued separately.Mechanical,electrical,plumbing,or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant Improvement work In a space that Involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued.You must provide the Permit Center a copy of the approval letter or the approved plans.Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment Is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an Intake appointment,to schedule an appointment or to ensure that you have the most current Information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@arlingtonwa.gov. Incomplete applications will not be accepted. I acknowledge that all Items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 1112019 Page 5 of 9 h 9 Sur tkt+aw� LabWor 8 IndustrieNs(b_URs#In I.wa,gov). MR RACKS LLC Owner or tradesperson 500 SW 16TH ST Principals RENTON,WA 98057 Ferguson,Carey Scott,PARTNER/MEMBER 425-207-0058 KING County Ferguson,Julie Lynn,PARTNER/MEMBER Ferguson,Carey Scott,AGENT GONSER,BRETT,PARTNER/MEMBER (End:04/30/2013) MCLENDON,ROBERT,PARTNER/MEMBER (End:04/30/2013) Doing business as MR RACKS LLC WA UBI No. Business type 602 779 014 Limited Liability Company Governing persons CAREY FERGUSON JULIE FERGUSON, 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. MRRACRL924BN Effective—expiration 01/03/2008—01/17/2022 Bond AMERICAN CONTRACTORS INDEM CO $12,000.00 Bond account no. 100031015 Received by L&I Effective date 01/03/2008 12/20/2007 Expiration date Until Canceled Insurance Ohio Security Ins Co $1,000,000.00 Policy no BKS 54574031 Received by L&I Effective date 06/26/2019 06/29/2017 Expiration date 06/29/2020 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. L&I 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 f period. Certifications & Endorsements OMWBE Certifications No active certifications exist for this business. Apprentice Training Agent No active Washington registered apprentices exist for this business.Washington allows the use of apprentices registered with Oregon or Montana.Contact the Oregon Bureau of Labor&Industries or Montana Department of Labor &Industry to verify if this business has apprentices. 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 Account is current. 147,948-00 Doing business as MR RACKS Estimated workers reported Quarter 4 of Year 2019"31 to 50 Workers" L&I account contact T3/SYDNEY RAVES(360)902-4659-Email:RAVS235@lni.wa.gov Public Works Requirements Verify the contractor is eligible to perform work on public works projects. Required Training—Effective July 1,2019 Needs to complete training. 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 & Health Check for any past safety and health violations found on jobsites this business was responsible for. No inspections during the previous 6 year period. Calculations for : (A) STRIVE FOOTWEAR ARLINGTON , WA 02/19/2020 Loading: 250 # load levels 7 levels Q 6, 30, 54 , 78, 102, 126, 150 Seismic per IBC 2015 100% Utilization Sds = 0 . 763 Shc = 0 . 763 I = 1 . 00 84 Load Beams Uprights : 36 wide C 3 . 00Ox 1 . 625x 0 . 075 Columns C 1 . 500x 1. 250x 0 . 075 Braces 5 . 00x 8 . 00x 0 . 375 Base Plates with 2- 0 . 500in x 3 . 25in Embed Anchor/Column 2 . 50x 2 . 750x 0 . 075 Load beams w/ 3-Pin Connector by Ben Riehl Registered Engineer WA# 21008 wsi��yl 21 o 8 GCS�L '�j Zq 2/11/2020 U.S.Seismic Design Maps 4SHPD 19113 63rd Ave NE, Arlington, WA 98223, USA Latitude, Longitude: 48.1686872, .122.1459458 Global Mau life Works 191-st Pi m AB�N Technologies Bad Dog Distill 9 Octane Toy Box I UT11 Powersports... Atlas Copco Rental Arlif-oton Conirnunity Food Bank Steel Fab � tterdl Map data(,,.)2020 I Date 2/11/2020,11:00:10 AM Design Code Reference Document ASCE7-1 0 Risk Category II Site Class D-Stiff Soil Type Value Description Ss 1.067 MCER ground motion.(for 0.2 second period) S, 0.415 MCER ground motion.(for 1.0s period) Sms 1.145 Site-modified spectral acceleration value Smi 0.658 Site-modified spectral acceleration value SDS 0.763 Numeric seismic design value at 0.2 second SA SD1 0.439 Numeric seismic design value at 1.0 second SA Type Value Description SDC D Seismic design category Fa 1.073 Site amplification factor at 0.2 second Fv 1.585 Site amplification factor at 1.0 second PGA 0.429 MCER peak ground acceleration FPGA 1.071 Site amplification factor at PGA PGAM 0.459 Site modified peak ground acceleration TL 6 Long-period transition period in seconds SsRT 1.067 Probabilistic risk-targeted ground motion.(0.2 second) SsUH 1.088 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration SsD 11.5 Factored deterministic acceleration value.(0.2 second) SIRT 0.415 Probabilistic risk-targeted ground motion.(1.0 second) S1UH 0.438 Factored uniform-hazard(2%probability of exceedance in 50 years)spectral acceleration. SID 0.6 Factored deterministic acceleration value.(1.0 second) PGAd 0.5 Factored deterministic acceleration value.(Peak Ground Acceleration) CRS 0.98 Mapped value of the risk coefficient at short periods CR1 0.948 Mapped value of the risk coefficient at a period of 1 s 4 https://seismicmaps.org 1/2 Cold Formed Channel ------------------- ------------------- Depth 3.000 in Fy = 50 ksi Flange 1.625 in Lip 0.750 in Thickness 0.0750 in COLUMN SECTION R 0.1000 in Blank = 7.21 in wt = 1.8 plf A = 0.541 in2 Ix = 0.750 in4 Sx = 0.500 in3 Rx = 1.177 in Iy = 0.217 in4 Sy = 0.223 in3 Ry = 0.633 in a 2.6500 Web w/t 35.3333 a bar 2.9250 Flg w/t 17.0000 b 1.2750 x bar 0.6139 b bar 1.5500 m 0.9488 c 0.5750 x0 -1.5627 c bar 0.7125 J 0.0010 u 0.2160 x web 0.6514 gamma 1.0000 x lip 0.9736 R' 0.1375 h/t 38.0000 Section Removing: 0.640 inch slot 0.75 inches each side of center on web 0.375 inch hole 0.87 inches from web in each flange A- = 0.152 in2 At = 0.389 in2 x bar = 0.728 in I'x = 0.573 in4 S'x= 0.382 in3 R'x= 1.213 in I'y = 0.172 in4 S'y= 0.184 in3 R'y= 0.665 in Cold Formed Channel ------------------- ------------------- Depth 1.500 in Fy = 50 ksi Flange 1.250 in Lip 0.000 in Thickness 0.0750 in BRACE SECTION R 0.1000 in Blank = 3.73 in wt = 1.0 plf A = 0.280 in2 Ix = 0.106 in4 Sx = 0.141 in3 Rx = 0.614 in Iy = 0.046 in4 Sy = 0.056 in3 Ry = 0.403 in a 1.1500 Web w/t 15.3333 a bar 1.4250 Flg w/t 14.3333 b 1.0750 x bar 0.3946 b bar 1.2125 m 0.5298 c 0.0000 x0 -0.9244 c bar 0.0000 J 0.0005 u 0.2160 x web 0.4321 gamma 0.0000 x lip 0.8179 R' 0.1375 h/t 18.0000 Cold Formed Section ------------------- ------------------- HEIGHT OF BEAM 2.500 INCHES MAT'L THICKNESS 0. 075 INCHES INSIDE RADIUS 0.100 INCHES LOAD BEAM WIDTH 2.750 INCHES STEEL YIELD 50.0 KSI STEP 0.750 INCHES HIGH 1.000 INCHES WIDE ABOUT THE HORIZONTAL AXIS ABOUT THE VERT L Y LY LY2 Ii X LX LONG SIDE 2.1500 1.2500 2.6875 3.3594 0.8282 0.0375 0.0806 TOP 1.4000 2.4625 3.4475 8.4895 0.0000 0.8750 1.2250 STEP SIDE 0.4750 2.0875 0.9916 2.0699 0.0089 1.7125 0.8134 STEP BOTT 0.7250 1.7125 1.2416 2.1262 0.0000 2.2125 1.6041 SHORT SID 1.4000 0.8750 1.2250 1.0719 0.2287 2.7125 3.7975 BOTTOM 2.4000 0.0375 0.0900 0.0034 0.0000 1.3750 3.3000 CORNERS 0.2160 2.4125 0.5211 1.2571 0.0004 0.0875 0.0189 2 0.2160 2.4125 0.5211 1.2571 0.0004 1.6625 0.3591 3 0.2160 1.7625 0.3807 0.6709 0.0004 1.8000 0.3888 4 0.2160 1.6625 0.3591 0.5970 0.0004 2.6625 0.5751 5 0.2160 0.0875 0.0189 0.0017 0.0004 2.6625 0.5751 6 0.2160 0.0875 0.0189 0.0017 0.0004 0.0875 0.0189 TOTALS 9.8459 16.8500 11.5028 20.9056 1.0681 17.8875 12.7564 AREA = 0.738 IN2 CENTER GRAVITY = 1.168 INCHES TO BASE 1.296 INCHES TO LONG SID Ix = 0.640 IN4 Iy = 0.758 IN4 Sx = 0.481 IN3 Sy = 0.521 IN3 Rx = 0.931 IN Ry = 1.013 IN BEAM END CONNECTOR ------------------ ------------------ COLUMN MATERIAL THICKNESS = 0.075 IN LOAD BEAM DEPTH = 2 .5 IN TOP OF BEAM TO TOP OF CONN= 0.000 IN WELD @ BTM OF BEAM = 0.000 IN LOAD = 200 LBS PER PAIR CONNECTOR VERTICAL LOAD = 50 LBS EACH RIVETS 3 RIVETS @ 2 " oc 0.4375 " DIA A502-2 1st @ 1 "BELOW TOP OF CONNECTOR AREA = 0.150 IN2 EACH Fv = 22.0 KSI Vcap = 3.307 KIPS EACH RIVET BEARING Fb = 65.0 KSI ERG CAP= 2.133 KIPS EACH RIVET TOTAL RIVET VERTICAL CAPACITY = 6.398 KIPS Vk CONNECTOR 6 " LONG CONNECTOR ANGLE Fy = 50 KSI 1.625 " x 3 " x 0.1875 " THICK S = 0.131 IN3 Mcap = 3 .924 K-IN 3.924 K-IN RIVET MOMENT RESULTANT @ 2.4 IN FROM BTM OF CONN M = PL L = 1.1 IN Pmax = Mcap/L = 3.567 KIPS RIVET LOAD DIST MOMENT P1 2 .844 2.600 7.394 RIVET OK P2 0.656 0.600 0.394 P3 0.000 0.000 0.000 P4 0.000 0.000 0.000 TOTAL 3.500 7.788 CONNECTOR OK WELDS 0.125 " x 2.500 " FILLET WELD UP OUTSIDE 0.125 " x 1.750 " FILLET WELD UP INSIDE 0.125 " x 0.750 " FILLET WELD UP STEP SIDE 0 " x 1.000 " FILLET WELD STEP BOTTOM 0 " x 2.750 " FILLET WELD ACROSS BOTTOM 0 " x 1.750 " FILLET WELD ACROSS TOP USE EFFECTIVE 0.075 " THICK WELD L = 5.00 IN A = 0.375 IN2 S = 0.156 IN3 Fv = 26.0 KSI Mcap = 4.06 K-IN 4.06 K-IN 1 In Upright Plane Seismic Load Distribution ------------------------- ------------------------- per 2015 IBC Sds = 0.763 1.00 Allowable Stress Increase I = 1.00 R = 4 .0 E _ (Sds/R) *I*P1 Weight 60 # per level frame weight Columns @ 36 " Levels Load WiHi Fi FiHi Column: (inches) (#) (k-in) (#) (k-in) C 3 .00Ox 1.625x 0.075 150 310 47 76 11 126 310 39 64 8 102 310 32 52 5 78 310 24 40 3 KLx = 6 in 54 310 17 27 1 KLy = 45 in 30 310 9 15 0 A = 0.389 in 6 310 2 3 0 Pcap = 7950 lbs ---- ---- ---- ---- ---- ---- ---- ---- 2170 169 277 30 Column 24% Stress Max column load = 1914 # Min column load = -218 # Uplift Overturning ( .6-.14Sds)D+ (0.6-.14Sds) Papp- 1.4E _ -625 # MIN (1+0.14Sds)D+ (0.85+0.14Sds) .7P + .91E = 1560 # MAX REQUIRED HOLD DOWN = -625 # Anchors: 1 T = 625 # 2 0.5 in dia HILTI TZ 3.25 inches embed in 2500psi concrete Tcap = 2801 # 22% Stressed V = 146 # per leg Vcap = 5103 # = 396 Stressed COMBINED = 25% Stressed OK Braces: Brace height = 45 " Brace width = 36 " Length = 58 " P = 444 # Use C 1.500x 1.250x 0.075 A = 0.280 in L/r = 143 Pcap = 2083 # 21% In Upright Plane Seismic Load Distribution TOP LOAD ONLY ------------------------- ------------------------- per 2015 IBC Sds = 0.763 1.00 Allowable Stress Increase I = 1.00 R = 4.0 E = (Sds/R) *I*P1 Weight 60 ## per level frame weight Columns @ 36 " Levels Load WiHi Fi FiHi Column: (inches) (#) (k-in) (#) (k-in) C 3.000x 1.625x 0.075 150 310 47 86 13 102 60 6 11 1 78 60 5 9 1 KLx = 6 in 54 60 3 6 0 KLy = 45 in 30 60 2 3 0 A = 0.389 in 6 60 0 1 0 Pcap = 7950 lbs 610 63 116 15 Column 9% Stress Max column load = 728 ## Min column load = -150 # Uplift Overturning ( .6- .14Sds)D+ (0.6-.14Sds)Papp- 1.4E = -375 # MIN (1+0.14Sds)D+ (0.85+0.14Sds) .7P + .91E = 671 # MAX REQUIRED HOLD DOWN = -375 # Anchors: 1 T = 375 # 2 0.5 in dia HILTI TZ 3 .25 inches embed in 2500psi concrete Tcap = 2801 # 13% Stressed V = 58 ## per leg Vcap = 5103 # - 1% Stressed COMBINED 15% Stressed OK Braces: Brace height = 45 " Brace width = 36 " Length = 58 " P = 186 # Use C 1.500x 1.250x 0.075 A = 0.280 in L/r = 143 Pcap, = 2083 # 9% PAGE 1 MSU STRESS-11 VERSION 9/89 --- DATE: 02/11/<0 --- TIME OF DAY: 13:47:53 INPUT DATA LISTING TO FOLLOW: Structure Storage Rack in Load Beam Plane 7 Levels Type Plane Frame Number of Joints 30 Number of Supports 16 Number of Members 35 Number of Loadings 1 Joint Coordinates 1 0.0 6.0 S 7 15 23 30 2 0.0 30.0 S 3 0.0 54.0 S 6 14 22 29 4 0.0 78.0 S 5 13 21 28 5 0.0 102.0 S 6 0.0 126.0 S 4 12 20 27 7 0.0 150.0 S 8 43.5 0.0 S 3 11 19 26 9 43.5 6.0 -- 10 43.5 30.0 2 is 18 25 11 43.5 54.0 1 9 17 24 12 43 .5 78.0 13 43.5 102.0 8 16 14 43.5 126.0 15 43.5 150.0 16 130.5 0.0 S 17 130.5 6.0 18 130.5 30.0 19 130.5 54.0 20 130.5 78.0 21 130.5 102.0 22 130.5 126.0 23 130.5 150.0 24 174.0 6.0 S 25 174.0 30.0 S 26 174.0 54.0 S 27 174.0 78.0 S 28 174.0 102.0 S 29 174.0 126.0 S 30 174.0 150.0 S Joint Releases 8 Moment Z 16 Moment Z 1 Force X 2 Force X 3 Force X 4 Force X 5 Force X 6 Force X 7 Force X 24 Force X l� PAGE 2 MSU STRESS-11 VERSION 9/89 --- DATE: 02/19/<0 --- TIME OF DAY: 14:00:14 25 Force X 26 Force X 27 Force X 28 Force X 29 Force X 30 Force X 1 Moment Z 2 Moment Z 3 Moment Z 4 Moment Z 5 Moment Z 6 Moment Z 7 Moment Z 24 Moment Z 25 Moment Z 26 Moment Z 27 Moment Z 28 Moment Z 29 Moment Z 30 Moment Z Member Incidences 1 1 9 2 2 10 3 3 11 4 4 12 5 5 13 6 6 14 7 7 15 8 8 9 9 9 10 10 10 11 11 11 12 12 12 13 13 13 14 14 14 15 15 16 17 16 17 18 17 18 19 18 19 20 19 20 21 20 21 22 21 22 23 22 9 17 23 10 18 24 11 19 25 12 20 26 13 21 27 14 22 28 15 23 29 17 24 30 18 25 PAGE 3 MSU STRESS-11 VERSION 9/89 --- DATE: 02/19/¢0 --- TIME OF DAY: 14:00:14 ------------------------------------------------------------------------ ------------------------------------------------------------------------ 31 19 26 32 20 27 33 21 28 34 22 29 35 23 30 Member Properties 1 Thru 7 Prismatic Ax 0.520 Ay 0.520 Iz 0.740 8 Thru 21 Prismatic Ax 0.190 Ay 0.190 lz 0.390 22 Thni 35 Prismatic Ax 0.520 Ay 0.520 Iz 0 .740 Constants E 29000. All G 12000. All Tabulate All Loading Dead + Live + Seismic Joint Loads 9 Force Y -0.31 10 Force Y -0.31 11 Force Y -0.31 12 Force Y -0.31 13 Force Y -0.31 14 Force Y -0.31 15 Force Y -0.31 17 Force Y -0.31 18 Force Y -0.31 19 Force Y -0.31 20 Force Y -0.31 21 Force Y -0.31 22 Force Y -0.31 23 Force Y -0.31 9 Force X 0 .001 10 Force X 0 .004 11 Force X 0 .006 12 Force X 0.008 13 Force X 0 .012 14 Force X 0.014 15 Force X 0.018 17 Force X 0.001 18 Force X 0.004 19 Force X 0.006 20 Force X 0. 008 21 Force X 0.012 22 Force X 0 .014 23 Force X 0.018 Solve PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED Seismic Analysis per 2015 IBC ---------------- wi di widi2 fi fidi # in # 310 0.0029 0 2 0.0 1 2 310 0.0203 0 8 0.2 4 8 310 0.0378 0 12 0.5 6 12 310 0.0536 1 16 0.9 8 16 310 0.0669 1 24 1.6 12 24 310 0.0766 2 28 2.1 14 28 310 0.0820 2 36 3.0 18 36 2170 7 126 8.2 126 g = 32.2 ft/sec2 T = 0.2904 sec I = 1.00 Cs = 0.4380 or 0.1272 Shc = 0.763 Cs min = 0.095416 R = 6 Cs = 0.1272 V = (Cs*I*.67) *W* .67 V = 0.0852 W*.67 126 # 100% PAGE 4 MSU STRESS-11 VERSION 9/89 --- DATE: 02/19/<O --- TIME OF DAY: 14 :00:14 Structure Storage Rack in Load Beam Plane 7 Levels ------------------------------------------------------------------------ ------------------------------------------------------------------------ Loading Dead + Live + Seismic ------------------------------------------------------------------------ ------------------------------------------------------------------------ MEMBER FORCES MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 0.000 -0.012 0.00 1 9 0. 000 0.012 -0.51 2 2 0.000 -0.010 0.00 2 10 0.000 0.010 -0.43 3 3 0.000 -0.005 0.00 3 11 0.000 0.005 -0.21 4 4 0.000 0.000 0.00 4 12 0.000 0.000 0.01 5 5 0. 000 0.005 0.00 5 13 0.000 -0.005 0.23 6 6 0.000 0.011 0.00 6 14 0.000 -0.011 0.47 7 7 0.000 0.011 0.00 7 15 0.000 -0.011 0.50 8 8 2.091 0.060 0.00 8 9 -2. 091 -0.060 0.36 9 9 1.783 0.056 0.73 9 10 -1.783 -0.056 0.62 10 10 1.479 0.044 0.53 10 11 -1.479 -0.044 0.53 11 11 1.179 0.032 0.37 11 12 -1.179 -0.032 0.40 12 12 0.882 0.020 0.21 12 13 -0.882 -0.020 0.27 13 13 0.588 0.006 0.02 13 14 -0.588 -0.006 0.12 14 14 0.295 -0.020 -0.23 14 15 -0.295 0.020 -0.24 15 16 2.091 0.066 0.00 15 17 -2. 091 -0.066 0.40 16 17 1.783 0.068 0.83 16 18 -1.783 -0.068 0.80 17 18 1.479 0.072 0.83 17 19 -1.479 -0.072 0.89 18 19 1.179 0.072 0.82 18 20 -1.179 -0. 072 0.90 19 20 0.882 0.068 0.77 19 21 -0.882 -0.068 0.87 20 21 0.588 0.058 0.65 20 22 -0.588 -0.058 0.75 21 22 0.295 0.056 0.56 21 23 -0.295 -0.056 0.78 PAGE 5 MSU STRESS-11 VERSION 9/89 --- DATE: 02/19/<0 --- TIME OF DAY: 14:00:14 22 9 -0.002 -0.013 -0.58 22 17 0.002 0.01.3 -0.58 23 10 -0.008 -0.016 -0.72 23 18 0.008 0.016 -0.67 24 11 -0.006 -0.015 -0.69 24 19 0.006 0.015 -0.61 25 12 -0.005 -0. 013 -0.62 25 20 0.005 0.013 -0.52 26 13 -0.002 -0.010 -0.51 26 21 0.002 0. 010 -0 . 39 27 14 -0.011 -0. 007 -0.36 27 22 0.011 0 .007 -0.24 28 15 0.038 -0.003 -0.25 28 23 -0.038 0.003 -0.01 29 17 0.000 -0.015 -0.65 29 24 0.000 0.015 0.00 30 18 0.000 -0.022 -0.96 30 25 0.000 0.022 0.00 31 19 0.000 -0.025 -1.09 31 26 0.000 0.025 0.00 32 20 0.000 -0.026 32 27 0.000 0.026 0.00 33 21 0.000 -0.026 -1.13 33 28 0.000 0.026 0.00 34 22 0.000 -0.025 -1.07 34 29 0.000 0. 025 0.00 35 23 0.000 -0.018 -0.77 35 30 0.000 0. 018 0.00 APPLIED JOINT LOADS, FREE JOINTS JOINT FORCE X FORCE Y MOMENT Z 9 0.001 -0.310 0.00 10 0.004 -0.310 0. 00 11 0.006 -0.310 0 .00 12 0.008 -0.310 0.00 13 0.012 -0.310 0.00 14 0.014 -0.310 0.00 15 0.018 -0.310 0.00 17 0.001 -0.310 0.00 18 0 .004 -0.310 0.00 19 0 .006 -0.310 0.00 20 0.008 -0.310 0.00 21 0.012 -0.310 0.00 22 0.014 -0.310 0.00 23 0.018 -0.310 0.00 PAGE 6 MSU STRESS-11 VERSION 9/89 --- DATE: 02/19/<0 --- TIME OF DAY: 14:00:14 ------------------------------------------------------------------------ REACTIONS,APPLIED LOADS SUPPORT JOINTS JOINT FORCE X FORCE Y MOMENT Z 1 0. 000 -0.012 0.00 2 0. 000 -0.010 0.00 3 0.000 -0.005 0.00 4 0.000 0.000 0.00 5 0.000 0.005 0.00 6 0.000 0.011 0.00 7 0.000 0.011 0.00 8 -0.060 2.091 0.00 16 -0.066 2 .091 0.00 24 0.000 0.015 0.00 25 0.000 0.022 0.00 26 0.000 0.025 0.00 27 0.000 0.026 0.00 28 0.000 0.026 0.00 29 0.000 0.025 0.00 30 0. 000 0.018 0.00 FREE JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 9 0.0029 -0.0023 -0.0004 10 0.0203 -0.0100 -0.0005 11 0.0378 -0.0165 -0.0005 12 0.0536 -0.0216 -0.0005 13 0.0669 -0.0255 -0.0004 14 0.0765 -0.0280 -0.0003 15 0.0822 -0.0293 -0.0003 17 0.0029 -0.0023 -0.0004 18 0.0203 -0.0100 -0.0004 19 0.0378 -0.0165 -0.0004 20 0.0536 -0.0216 -0.0003 21 0.0669 -0.0255 -0.0002 22 0.0766 -0.0280 -0.0001 23 0.0820 -0.0293 0.0002 SUPPORT JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 1 0.0029 0.0000 0.0001 2 0.0203 0.0000 -0.0001 3 0.0378 0.0000 -0.0003 4 0. 0536 0.0000 -0.0005 5 0. 0669 0.0000 -0.0007 6 0.0765 0.0000 -0.0008 7 0.0822 0.0000 -0.0008 PAGE 7 MSU STRESS-11 VERSION 9/89 --- DATE: 02/19/<0 --- TIME OF DAY: 14:00:14 8 0.0000 0.0000 -0.0005 16 0.0000 0.0000 -0.0005 24 0.0029 0.0000 0.0003 25 0.0203 0.0000 0.0006 26 0.0378 0.0000 0.0007 27 0.0536 0.0000 0.0009 28 0.0669 0.0000 0.0010 29 0.0766 0.0000 0.0010 30 0.0820 0.0000 0.0009 Beam-Column Check C 3.000x 1.625x 0.075 Fy = 50 ksi A = 0.389 in2 Sx = 0.382 in3 Rx = 1.213 in Ry = 0.665 in kx = 1.00 ky - 1.00 Stress Factor 1.000 Point P M Lx Ly Pcap Mcap Ratio 17 2.1 0.4 6.0 45. 0 8.15 11.45 29% 18 2.0 0.8 24.0 45. 0 8.15 11.45 31% 19 1.9 0.9 24.0 45. 0 8.15 11.45 31% 20 1.7 0.9 24.0 45.0 8.15 11.45 29% 21 1.6 0.9 24.0 45. 0 8.15 11.45 27% 22 1.5 0.8 24.0 45.0 8.15 11.45 25% Load Beam Check ------------------ ------------------ 2.50x 2.750x 0.075 Fy = 50 ksi A = 0.738 in2 E = 29,500 E3 ksi Sx = 0.481 in3 Ix = 0.640 in4 Length = 84 inches Pallet Load 250 lbs Assume 0.5 pallet load on each beam M = PL/8= 1.31 k-in fb = 2.73 ksi Fb = 30 ksi 9% Mcap = 14.42 k-in 19.23 k-in with 1/3 increase Defl = 0.05 in = L/ 1644 w/ 25% added to one pallet load M = .22 PL = 1.16 k-in 8% Base Plate Design --------------------------- --------------------------- Column Load 1.6 kips Allowable Soil 1500 psf basic Assume Footing 12.4 in square on side Soil Pressure 1500 psf Bending: Assume the concrete slab works as a beam that is fixed against rotation at the end of the base plate and is free to deflect at the extreme edge of the assumed footing, but not free to rotate. Mmax = w1 2/3 Use 5 "square base plate w = 10.4 psi 1 = 0.70 in Load factor = 1.67 M = 3 #-in 6 in thick slab f'c = 2500 psi s = 6.00 in3 fb = 0 psi Fb = 5(phi) (f'c''.5) = 163 psi OK ! I Shear : Beam fv = 2 psi Fv = 85 psi OK ! ! Punching fv = 2 psi Fv = 170 psi OK 11 Base Plate Bending Use 0.375 " thick 1 = 1.5 in w = 64 psi fb = 3072 psi Fb = 37500 psi OK ! ! Calculations for STRIVE FOOTWEAR ARLINGTON , WA 02/11/2020 Loading: 1000 # load levels 2 pallet levels @ 60, 120 Seismic per IBC 2015 100% Utilization Sds = 0 . 763 Shc = 0 .439 I = 1 . 00 92 " Load Beams Uprights : 42 wide C 3 . 00Ox 1. 625x 0 . 075 Columns C 1 . 500x 1 . 250x 0 . 075 Braces 5 . 00x 8 . 00x 0 . 375 Base Plates with 2- 0 . 500in x 3 . 25in Embed Anchor/Column 3 .25x 2 . 750x 0 . 060 Load beams w/ 3-Pin Connector by : Ben Riehl Registered Engineer WA# 21008 �9 Cold Formed Section ------------------- ------------------- HEIGHT OF BEAM 3.250 INCHES MAT'L THICKNESS 0.060 INCHES INSIDE RADIUS 0.100 INCHES LOAD BEAM WIDTH 2.750 INCHES STEEL YIELD 50.0 KSI STEP 1.625 INCHES HIGH 1.000 INCHES WIDE ABOUT THE HORIZONTAL AXIS ABOUT THE VERTIC L Y LY LY2 Ii X LX LONG SIDE 2.9300 1.6250 4 .7613 7.7370 2.0961 0.0300 0.0879 TOP 1.4300 3.2200 4.6046 14.8268 0.0000 0.8750 1.2513 STEP SIDE 1.3650 2.4075 3.2862 7.9116 0.2119 1.7200 2.3478 STEP BOTT 0.7400 1.5950 1.1803 1.8826 0.0000 2 .2200 1.6428 SHORT SID 1.3050 0.8125 1.0603 0.8615 0.1852 2 .7200 3 .5496 BOTTOM 2.4300 0.0300 0.0729 0.0022 0.0000 1.3750 3 .3413 CORNERS 0.2042 3 .1728 0.6479 2.0556 0.0003 0.0772 0.0158 2 0.2042 3.1728 0.6479 2.0556 0.0003 1.6728 0.3416 3 0.2042 1.6422 0.3354 0.5507 0.0003 1.7972 0.3670 4 0.2042 1.5478 0.3161 0.4892 0.0003 2 .6728 0.5458 5 0.2042 0.0772 0.0158 0.0012 0.0003 2.6728 0.5458 6 0.2042 0.0772 0.0158 0.0012 0.0003 0.0772 0.0158 TOTALS 11.4252 19.3800 16.9443 38.3753 2.4953 17 .9100 14.0523 AREA = 0.686 IN2 CENTER GRAVITY = 1,483 INCHES TO RASE 1 _210 INCHES TO LONG SIDE Ix = 0.944 IN4 Iy = 0.682 IN4 Sx = 0.535 IN3 Sy = 0.449 IN3 Rx = 1.174 IN Ry = 0.998 IN to BEAM END CONNECTOR COLUMN MATERIAL THICKNESS = 0.075 IN LOAD BEAM DEPTH = 3.25 IN TOP OF BEAM TO TOP OF CONN= 0.000 IN WELD @ BTM OF BEAM = 0.000 IN LOAD = 1000 LBS PER PAIR CONNECTOR VERTICAL LOAD = 250 LBS EACH RIVETS 3 RIVETS @ 2 " oc 0.4375 " DIA A502-2 1st @ 1 "BELOW TOP OF CONNECTOR AREA = 0.150 IN2 EACH Fv = 22.0 KSI Vcap = 3.307 KIPS EACH RIVET BEARING Fb = 65.0 KSI BRG CAP= 2.133 KIPS EACH RIVET TOTAL RIVET VERTICAL CAPACITY = 6.398 KIPS 4% CONNECTOR 6 " LONG CONNECTOR ANGLE Fy = 50 KSI 1.625 " x 3 it x 0.1875 " THICK S = 0.131 IN3 Mcap = 3.924 K-IN 3.924 K-IN RIVET MOMENT RESULTANT @ 1.8 IN FROM BTM OF CONN M = PL L = 0.95 IN Pmax = Mcap/L = 4.130 KIPS RIVET LOAD DIST MOMENT Pi 2.844 3.200 9.100 RIVET OK P2 1.066 1.200 1.280 P3 0.000 0.000 0.000 P4 0.000 0.000 0.000 TOTAL 3.910 10.380 CONNECTOR OK WELDS 0 .125 x 3.250 FILLET WELD UP OUTSIDE 0.125 x 1.625 FILLET WELD UP INSIDE 0.125 x 1.625 FILLET WELD UP STEP SIDE 0 x 1.000 FILLET WELD STEP BOTTOM 0 x 2.750 FILLET WELD ACROSS BOTTOM 0 x 1.750 FILLET WELD ACROSS TOP USE EFFECTIVE 0 . 06 " THICK WELD L = 6.50 IN A = 0.390 IN2 S = 0.211 IN3 Fv = 26.0 KSI Mcap = 5.49 K-IN 5.49 K-IN In Upright Plane Seismic Load Distribution ------------------------- ------------------------- per 2015 IBC Sdc = 0.763 1. 00 Allowable Stress Increase I = 1.00 R - 4.0 E _ (Sds/R) *I*P1 Weight 60 # per level frame weight Columns @ 42 It Levels Load WiHi Fi FiHi Column: (inches) (#) (k-in) (#) (k-in) C 3.00Ox 1.625x 0.075 120 1060 127 181 22 60 1060 64 90 5 0 0 0 0 0 KLx = 60 in 0 0 0 0 0 KLy = 45 in 0 0 0 0 0 A = 0.389 in 0 0 0 0 0 Pcap = 7950 lbs ---- ---- ---- ---- 2120 191 271 27 Column 21W Stress Max column load = 1705 # Min column load = -48 # Uplift Overturning 1 4Rr3Gl n+ (n_F,- _'1 4Sc3sl Parn - 1_4E _ -381 ft MIN (1+0.14Sds)D+ (0.85+0.14Sds) .7Py+ .91E = 1324 # MAX REQUIRED HOLD DOWN = -381 # Anchors: 1 T = 381 # 2 0.5 in dia HILTI TZ 3.25 inches embed in 2500psi concrete Tcap = 2801 # 14W Stressed V = 142 # per leg Vcap = 5103 # = 3W Stressed COMBINED = 16o Stressed OK Braces: Brace height = 45 " Brace width = 42 " Length = 62 " P = 397 # Use C 1.500x 1.250x 0.075 A = 0.280 in L/r = 153 Pcap = 1826 # 2216 (Z In Upright Plane Seismic Load Distribution TOP LOAD ONLY ------------------------- per 2015 IBC Sds = 0.763 1.00 Allowable Stress Increase I = 1.00 R = 4 .0 E _ (Sds/R) *I*P1 Weight 60 # per level frame weight Columns @ 42 " Levels Load WiHi Fi FiHi Column: (inches) (#) (k-in) (#) (k-in) C 3.00Ox 1.625x 0.075 120 1060 127 208 25 60 60 4 6 0 0 0 0 0 0 KLx = 60 in 0 0 0 0 0 KLy = 45 in 0 0 0 0 0 A = 0.389 in 0 0 0 0 0 Pcap = 7950 lbs 1120 131 214 25 Column 15% Stress Max column load = 1162 # Min column load = -102 # Uplift Overturning ( .6-.14Sds)D+ (0.6-.14Sds)Papp- 1.4E _ -438 # MIN (1+0.14Sds)D+ (0.85+0.14Sds) .7P + .91E = 964 # MAX REQUIRED HOLD DOWN = -438 # Anchors: 1 T = 438 # 2 0.5 in dia HILTI TZ 3.25 inches embed in 2500psi concrete Tcap = 2801 # 16% Stressed V = 107 # per leg Vcap = 5103 # = 2% Stressed COMBINED = 18% Stressed OK Braces: Brace height = 45 If Brace width = 42 If Length = 62 If P = 313 # Use C 1.500x 1.250x 0.075 A = 0.280 in L/r = 153 Pcap = 1826 # 17% PAGE 1 MSU STRESS-11 VERSION 9/89 --- DATE: 02/11/<0 --- TIME OF DAY: 14:02:51 INPUT DATA LISTING TO FOLLOW: Structure Storage Rack in Load Beam Plane 2 Levels Type Plane Frame Number of Joints 10 Number of Supports 6 Number of Members 10 Number of Loadings 1 Joint Coordinates 1 0.0 60.0 S 2 0.0 120.0 S 2 5 8 10 3 47.5 0.0 S 4 47.5 60.0 5 47.5 120.0 6 142.5 0.0 S 7 142.5 60.0 1 4 7 9 8 142.5 120.0 9 190.0 60.0 S 10 190.0 120.0 S Joint Releases 3 6 3 Moment Z 6 Moment Z 1 Force X Moment Z 2 Force X Moment Z 9 Force X Moment Z 10 Force X Moment Z Member Incidences 1 1 4 2 2 5 3 3 4 4 4 5 5 6 7 6 7 8 7 4 7 8 7 9 9 5 8 10 8 10 Member Properties 1 Thru 2 Prismatic Ax 0.686 Ay 0.480 Iz 0.944 3 Thru 6 Prismatic Ax 0.389 Ay 0.194 Iz 0.573 7 Thru 10 Prismatic Ax 0.686 Ay 0.480 Iz 0.944 Constants E 29000. All G 12000. All Tabulate All Loading Dead + Live + Seismic Joint Loads 4 Force Y -0.53 5 Force Y -0.53 7 Force Y -0.53 8 Force Y -0.53 4 Force X 0.015 PAGE 2 . MSU STRESS-11 VERSION 9/89 --- DATE: 02/11/<0 --- TIME OF DAY: 14:02:51 5 Force X 0.028 7 Force X 0.015 8 Force X 0.028 Solve PROBLEM CORRECTLY SPECIFIED, EXECUTION TO PROCEED Seismic Analysis per 2015 IBC ---------------- ---------------- wi di widi2 fi fidi # in # 1060 0.2440 63 30 7.3 15 30 1060 0.3123 103 56 17.5 28 56 0 0.0000 0 0 0.0 0 0 0 0.0000 0 0 0.0 0 0 0 0.0000 0 0 0.0 0 0 0 0.0000 0 0 0.0 0 0 2120 166 86 24.8 85 g = 32.2 ft/sec2 T = 0.8280 sec I = 1.00 Cs = 0.0883 or. 0.1272 Shc = 0.439 Cs min = 0.054833 R = 6 Cs = 0.0883 V = (Cs*I*.67) *W*.67 V = 0.0592 W*.67 85 # 99%; s _ / , PAGE 3 MSU STRESS-11 VERSION 9/89 --- DATE: 02/11/<O --- TIME OF DAY: 14:02:51 - ------------------------------------------------------------------------ ------------------------------------------------------------------------ Structure Storage Rack in Load Beam Plane 2 Levels Loading Dead + Live + Seismic ------------------------------------------------------------------------ ------------------------------------------------------------------------ MEMBER FORCES MEMBER JOINT AXIAL FORCE SHEAR FORCE MOMENT 1 1 0.000 -0.031 0.00 1 4 0.000 0.031 1.48 2 2 0.000 -0.007 0.00 2 5 0.000 0.007 -0.35 3 3 1.054 0.042 0.00 3 4 -1.054 -0.042 2.55 4 4 0.527 0.025 0.58 4 5 -0.527 -0.025 0.91 5 6 1.054 0.044 0.00 5 7 -1.054 -0.044 2.61 6 7 0.527 0.031 0.75 6 8 -0.527 -0.031 1.13 7 4 -0.003 -0.034 -1.64 7 7 0.003 0.034 -1.60 8 7 0.000 -0.0 3 7 -1.7 6ls �itJlVV 8 9 0.000 0.037 0.00 9 5 0.003 -0.011 -0.56 • �•••"�EsI��r 9 8 -0.003 0.011 -0.46 10 8 0. 000 -0.014 -0.67 10 10 0.000 0.014 0.00 APPLIED JOINT LOADS, FREE JOINTS JOINT FORCE X FORCE Y MOMENT Z 4 0.015 -0.530 0.00 5 0.028 -0.530 0.00 7 0.015 -0.530 0.00 8 0.028 -0.530 0.00 REACTIONS,APPLIED LOADS SUPPORT JOINTS PAGE 4 , MSU STRESS-11 VERSION 9/89 --- DATE: 02/11/<0 --- TIME OF DAY: 14:02:51 JOINT FORCE X FORCE Y MOMENT Z 1 0.000 -0.031 0. 00 2 0.000 -0.007 0. 00 3 -0.042 1.054 0. 00 6 -0.044 1.054 0.00 9 0.000 0.037 0.00 10 0.000 0.014 0.00 FREE JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 4 0.2440 -0.0056 -0.0010 5 0.3123 -0.0084 -0.0004 7 0.2440 -0.0056 -0.0009 8 0.3122 -0.0084 -0.0002 SUPPORT JOINT DISPLACEMENTS JOINT X-DISPLACEMENT Y-DISPLACEMENT ROTATION 1 0.2440 0.0000 0.0003 2 0.3123 0.0000 -0.0001 3 0.0000 0.0000 -0.0056 6 0.0000 0.0000 -0.0056 9 0.2440 0.0000 0.0006 10 0.3122 0.0000 0.0004 2? Beam-Column Check ------------------ ------------------ C 3.000x 1.625x 0.075 Fy = 50 ksi A = 0.389 in2 Sx = 0.382 in3 Rx = 1.213 in Ry = 0.665 in kx = 1.00 ky = 1.00 Stress Factor 1.000 Point P M Lx Ly Pcap Mcap Ratio 7 1.1 2.6 60.0 45.0 8.15 11.45 36% 8 0.6 1.1 60.0 45.0 8.15 11.45 16% 0 0.0 0.0 60.0 45.0 8.15 11.45 0% 0 0.0 0.0 60. 0 45.0 8.15 11.45 0% 0 0.0 0.0 60. 0 45.0 8.15 11.45 096 0 0.0 0.0 60.0 45.0 8.15 11.45 0% Load Beam Check ------------------ ------------------ 3.25x 2 .750x 0.060 Fy = 50 ksi A = 0.686 in2 E = 29,500 E3 ksi Sx = 0.535 in3 Ix = 0.944 in4 Length = 92 inches Pallet Load 1000 lbs Assume 0.5 pallet load on each beam M = PL/8= 5.75 k-in fb = 10.76 ksi Fb = 30 ksi 3616 Mcap = 16.04 k-in 21.38 k-in with 1/3 increase Defl = 0.18 in = L/ 506 w/ 25% added to one pallet load M = .22 PL = 5.06 k-in 3216 2g Base Plate Design Column Load 1.3 kips Allowable Soil 1500 psf basic Assume Footing 11.1 in square on side Soil Pressure 1500 psf Bending: Assume the concrete slab works as a beam that is fixed against rotation at the end of the base plate and is free to deflect at the extreme edge of the assumed footing, but not free to rotate. Mmax = w1A2/3 Use 5 "square base plate w = 10.4 psi 1 = 0.04 in Load factor = 1.67 M = 0 #-in 6 in thick slab f'c = 2500 psi s = 6.00 in3 fb = 0 psi Fb = 5(phi) (fIc�.5) = 163 psi OK ! ! Shear : Beam fv = 0 psi Fv = 85 psi OK ! ! Punching fv = 0 psi Fv = 170 psi OK ! ! Base Plate Bending Use 0.375 " thick 1 = 1.5 in w = 51 psi fb = 2456 psi Fb = 37500 psi OK ! ! cn P w ry NN❑❑ WV3S-Nwn-lo3 Wd3g GVO-1 ado-1 1-flndn #0001 80103NN❑❑ D r (� 3 d II Z 1SIS3N 01 NId kl33VS 0 0 S3SQ3 183A 8/1 ,SL'd )IH1 91/E D w � x z D m 5. � II Oo 0 0 NWniDO NI o X❑ XB/S-T -T1 z 2 CJ - --A `� II --1 0 �5s1❑-iS n6Hl A00H o A3IH1 V9 t�T I `❑ c� '-' o �_ II (n �N3 0 0 ,2 �.9i/L Wb'3H Qb'❑� fU D C 70 -0 n D 8 0 S13AIN 2-209V ISIV (E) o �� d N r 3 m r d o 0 z NN03 NId (E) M ,T x H,8/9-1 z i Cl r V M 80133NNOO 0 ' f'l � ww < �I In -�-I � = r co 0 , � m N❑I133S-X 3S'dg �JWf130❑ NN❑3 33dNS O z X M V) O r II n 3aV89 NO BVIS 31380N❑O .9� a�� ,i ,8/T 3�ddg 30d3 V3 .211-1 A8/1 W F9 � d N zp 1 n M Ln 90 '9 Nwn'1❑3 01 GN3 d3 • ,E M m M � o � � � D sz'E Q�3B T13o,#2 00 it7 7� ,9 S80HONV 0,Z/T 2) cD r � V) - JJ 3Od21(a L_I AHl d9 H 31b�d3SdH W ElQ D m �1 n 3QIS b3 S'T SZ T x S'T 3 ,8 x,S x,B/E • p tj � V) Jo �0,9 ,2/i-i 8/1 o �J < N f'l r X SdOHONd 0.2/T (2) � b M Ln (� D X m 31Vld3SVO 8 XS X8/E Z NH1 d9 bT m co- NWnlOO Mn rrlom -9 < „ o D Z m N V) m � D cn H-L Ag UdAO JN SSTI 9 N❑I1VAT13 WV3H CIV0� 1HgiNdn � 3H1 ll8(33/102Idd`d SS3lNn a3ZiaoHlnV 830WHO ON c c -o D �e s alea ,0-,b M d❑133NN❑3 x 0 3❑b'�1Q a3noaddd 1 H 1N3Wii 1 iVI33a Mu s z Wb'3H Qd❑� z NO LLD r I O .&LUD �a A-,1 0 soolz �� ud I NOI33NN❑3 ,0-,ET 0 rP NG I c z Wd39 9VOI Z yO sy u vu M 30O ,OST ',9ZT ',ZOT `,8L ',bS ',OE ',9 @ ,11I❑ddV3 #0SZ ®D IdSN❑3 NI 3d 1 I�� d S N❑Iltt❑❑� sn❑n� rr d rr 9N Il 1 Q33V-ld 39 01 VMV NI S3H3NI OS OS NVH1 S' 3 1❑N 3novld 1N3NdWd3d cn -Al w ru NN03 W'd3g--NWfl1❑o Wd3a GV01 ED aV❑-1 13I]dn #000i d0103NN03 D r- 0 3 t7 II z 1SIS3H 01 NId k133VS 0 0 S3❑a3 1213/� B/I )IH1 .91/6 D rU n D ii o 0 NWfI- ❑❑ NI o xE x8/9-1 0 0 S1❑lS nNH1 NDDH r'l 2 CJ 0 r'l II fTl Al � 0 no �o,Z 0,9I/L WV3H aft❑1 ° �❑IH1 b9 9T fU D C �7 -❑ �j D IZ II (n b�9 o p a S13AIN Z-209V ISIV (E) ° d31S o r 3 V) M r t� p O Z NN❑3 NId (6) /� ,T x H,8/9-T I z -oo o r b M ND133NN❑O 0 ---!!! m M 0wbj < v --i % (o z v) D (isF— N❑I133S-X 3SVa NWf11❑❑ NNO� 3�y�g 1d 3S'dS '8 NWfl1❑❑ z z Cd '" M Q o o r n n 3avND NO 8V-IS 313NON❑D .9 r;�� 3 � 3�d�S 30V3 V3 .z/t-T 8/1 m z II � z £ C!1 , G) m 3 N o (7 M o Q° ( 9 Nwn-loo ❑1 aN3 V3 • £ —I I, V) d ,SZ'E ,9 a33M 1333I3 SDI❑H3NV 0, r D Z/T (Z) n �(� r �� L—I )IHl d� Tr8 31V-ld3SVH °°mbd bd (� �0,9 3 zSI3 B/T os T SZ'T x S'T .$ x,S x,8/E< <D frl f S21❑H❑NV 0,Z/T (Z)` � bDd X ram, 31VId3SV8 8 XS xB/E z NH1 V9IVT D ITI M N v 8 NWn1❑❑ T ## M n r�"I O m C 1 ~ < Q CD h v ul 0 tj C) d D z •-0 m FrI F9 V) 3> --� ;;u F9 N❑IIVA333 WV3E aV❑3 1H9INdn D � � F—_ ,0-,s :E 3�b21H z tiWISg7va�SsJy ?i❑1❑3NN0❑� a z SOo1Z J�d,Oa F-1 <o ay o 3 210133NN❑3 z D WV3H aVO-I 19-IC ,OZT ',09 7 All3VdV3 #OOOT 9NI1V1S N0I1V001 snon3IdSN❑❑ NI riSrr :1d/li a33V-Id 3H 01 V3dV NI S3H❑NI OS OS NVH1 131 1❑N 3noV-id 1N3NVWN3d -- COMMERCIAL APPLICATION 6 PERMIT SUBMITTAL �lI'G Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Adington,WA 98223• Phone(360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUSTBE ACCOMPANIED BYA COMMERCIAL APFUCATIONSUBMRTALCHECKLISTANDANOCCUIPANrS STATEMENT OF INTENDED USE. Name of Project: Integrity Orthotice Racking Valuation: $5,000 Project Address: 19113 63rd Avenue NE,Suits 4,Arlington.WA 98223,USA Parcel ID#: Legal Description Owner: Sam Wright Phone Number. +44(0)7812 392 747 Address: as above. City:_ State: Zip Code: Engineer: Curry Riehl&Associates Phone Number. Cell Phone: E-mail: benriahl6bresnan.net Address: IWO Glen"lea Blvd.suite 1, cfty: Billings, State: Mt. Zlp Code: 59105 General Contractor: Mr.Racks,LLC Phone Number. 425-207-0058 Cell Phone: E-mail: Address: 500 S.W.16th St. City: Renton State: -W&_ Zip Code: 98057 Contractor's License Number Expiration: Contact Person: Sam Wright Phone Number. +44(0)7812 392 747 Cell Phone: E-mall: samw(a,Ibgmedical.com Address: 19113 63rd Avenue NE,Suits 4 City: Arlington State: WA Zip Code: 98223 Proposed Scope of Work: Install warehouse racking REV 11I2019 Page 5 of 9 COMMERCIAL APPLICATION *� ? PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 Project Name/Tenant Integrity Orthotics Racking Site Address 19113 63rd Avenue NE,Arlington,WA 98223, USA _Bldg/UnIUSuite Suite 4 IBC Construction Type. IBC Occupancy Type Description of Use Building Square Footage_ Number of Stories Square Footage Per Floor Will there be any Installation,modification or removal of the following?(Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping etc...) ❑ Hazardous materials ® High piled/rack storage ❑ Industrial ovens/furnace, ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standplpe systems ❑ Temporary membrane stricture,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: We are installing racking for storage of shoes with a maximum load of 250ib per regular racking level&a maximum of 1.0001b per level for pallet racking.. Installation,changes,modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. Statement of Special Inspect/on REV 11/2019 Page 7 of 9 GAT.y 01, COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington s 18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 Name of Project: Inte fl Orthotics Racking _ Project Address: 19113 63rd Avenue NE,Suite 4,Arlington,WA 98223,USA Special Inspection Firm: A.A.R.TESTING LABORATORY INC Address: 7126180TH AVE NE C101 REDMOND, WA 98052 Contact Person: Phone: 425-881-5812 Email., Special Inspection Firm Special Inspectors: The Special inspection Firm of will perform special inspection for the following types of work(separate forms must be submitted if more than one firm is to be employed). ( ) Reinforced Concrete ( ) Bolting in Concrete ( ) Pre-stressed Concrete ( ) Shotcrete ( ) Structural Masonry ( ) Structural Steel and Welding ( ) High-Strength Bolting ( ) Spray-Applied Fireproofing ( ) Smoke-Control Systems QO Other Specify:_ Anchor Inspection All individual Inspectors to be employed on this project will be WABO certified for the type of inspection they are to perform. If inspection Is forwork that is not covered by the WABO categories,a detailed resume of the inspector and firm must be submitted.The resume must show the inspector and firm are qualified to perform the work and testing required by the project design and specifications. The work shall be inspected for conformance with the plans and specifications approved by the City,Revisions and addenda sheets will not be used for inspection unless approved by the City.The special Inspector shall report to the City revisions that are not approved. A daily record will be maintained on site itemizing the inspections performed,for the review of all parties.Any nonconforming items shall be brought to the immediate attention of the contractor for resolution.A weekly shall be submitted to the City;detailing the inspections and testing performed,listing any nonconforming Items and resolution of nonconforming items.Unresolved nonconforming items will be detailed on a discrepancy report and presented to the building department. A final report shall be submitted to the Building Division prior to the Certificate of Occupancy being issued.This report will indicate that Inspection and testing was completed in conformance with the approved plans,specifications and approved revisions and addenda. Any unresolved discrepancies must be detailed In the final report. The special inspector and special Inspection firm serve In the role as"deputy'City of Arlington inspectors and as such are responsible to the City of Arlington Building Division in the performance of the roquired work. Contractor: The contractor shall provide the special inspector or agency adequate notification of work requiring inspection. The City approved plans and specifications must be made available,at the job site for the use of the special inspector and the City Inspector.The contractor shall maintain all daily inspections reports,on site,for review. REV 11/2019 Page a of 9 4�o COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community B Economic Development City of Arlington•18204 59th Ave NE-Arlington,WA 98223•Phone(360)403-3551 The special inspection functions are considered to be in addition to the normal inspections performed by the City and the contractor is responsible for contacting the City to schedule regular inspections.No concrete shall be poured or other work covered until approved by the City Inspector. Building Division: The Building Division shall review any revisions and addenda.Approved copies will be given to the contractor to maintain as part of the approved plan set. The City Inspector will monitor the special Inspection functions for compliance with the agreement and the approved plans. The City Inspector shall be responsible for approving various stages of construction to be covered and work to proceed. Design Professionals: The architect and engineer will clearly Indicate on the plans and specifications for the specific types of special Inspection required,and shall include a schedule for inspection and testing. The architect and engineer will coordinate their revisions and addenda process in such a way as to insure all required City approvals are obtained,prior to work shown on the revisions being performed. Owner: The project owner,or the architect or engineer acting as the owners agent,shall employ the special inspector or agency. ENFORCEMENT: A failure of the special inspector or firm to perform in keeping the requirements of the IBC,the approved plans and this document may vold this agreement and the Building Officials approval of the special inspector.In such case a new special inspector and/or firm would need to be proposed for approval.A failure of the design and/or construction parties to perform In accordance with this agreement may result in a STOP WORK notice being posted on the project,until nonconforming items have been resolved. ACKNOWLEDGEMENTS I have read and agree to comply with the terms and conditions of this agreement. Owner. Sam Wright Date: 24th Feb 2020 I hereby certify that the above Information is correct and that the 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. Applicants Signature Sam Wright 24th Fab 2020 Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 1112019 Page 9 of 9 GAT Y-Ofi COMMERCIAL APPLICATION 4''��•�� PERMIT SUBMITTAL Department of Community 6 Economic Development City of Arlington•16204 59th Ave NE•Arlington,WA 96223•Phone(360)403-3551 The following minimum Information Is required for your CommerclaflMultl-Family Building Permit Application.Mark each box to designate that the Information has been provided.Please submit this checklist as part of your submittal documents.Incomplete applications will delay the review. ® One(1)City of Arlington Commerclal/Multi-Family Permit Application (One(1)permit application per building or structure Is required) ® One(1)City of Arlington Commercial/Multi-Family Submittal Requirements Form ® Two(2)Architectural Drawings ® Two(2)Structural Drawings ® Two(2)Structural Calculations ❑ One(1)Project Specification Manuals(If applicable) ❑ One(1)NREC Code Compliance Forms ® One(1)Special Inspection Requirements Forms ® One(1)Occupants Statement of Intended Use Form Drawings shall be BOUND SEPARATELY BY TYPE, architectural,structural and landscape,and then ROLLED TOGETHER IN COMPLETE SETS> An Intake appointment is required for all new Commercial or Multi-Family Building Permit Applications. To schedule an appointment please contact the City of Arlington Permit Center at(360)403 3551 or by small to c©d(ftriingtonwa.gov. I acknowledge that all Items designated above are Included as part of this application. REV 11/2019 Pegs 1 of 9 Received FEB 2 6 2020 c1% Y COMMERCIAL APPLICATION • e PERMIT SUBMITTAL Department of Community 6 Economic Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 A. FEES DUE AT TIME OF PERMIT ISSUANCE B. CODES The City of Arlington currently enforces the following: International Codes 1. 2015 International Building Code(IBC) 2. 2015 International Residential Code(IRC) 3. 2015 International Mechanical Code(IMC) 4. 2015 International Fuel Gas Code(IFGC) 5. 2015 International Fire Code(IFC) 6. 2015 Uniform Plumbing Code(UPC) 7. 2016 Intemational Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2017 Accessible&Usable Buildings and Facilllles(ICC/A117.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2. WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAC 61-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 296-46B Electrical Safety Standards,Administration,and Installation C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 110 miles per hour(Exposure B) Ground Snow Load: 25 pounds per square foot Seismic Zone: D1 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 18 inches Soil Bearing Capacity: 1,500 psf unless a Geo-Technical Report Is provided.(IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit two(2)complete sets of drawings and plans.Drawings and plans must be submitted on minimum 18"X 24',or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled.Pians are required to be clearly legible,with scaled dimensions,in indelible ink,blue line,or other professional media.Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Plans@ Note:A separate submittal of plans is required for each bulld/ng or structure. REV 1112019 Page 2 of 9 G1�Y COMMERCIAL APPLICATION Y PERMIT SUBMITTAL Department of Community&Economic Development City of Arlington• 18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the informaton has been provided. Please submit this checklist as part of your submittal documents A. ❑X SITE PLAN—REQUIRED WITH ALL SUBMITTALS (May be Included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scab not to exceed 1"a 20 feeL 2. Show building outline and all exterlor improvements. 3. Provide property legal description and show property Imes. 4. Provide dimensions from the property Imes to a minimum of two building comers(or two identifiable locations for irregular plan shapes). 5. Show building setbacks,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities.Including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. ® ARCHITECTURAL DRAWINGS 1. L2f Cover sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members 2. Floor Plan a) Plan view 1/8'minimum scab.Details a minimum Y.-Inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Pmvido an occupant load calculation on the floor plan.(on every floor,In all rooms and spaces) e) Show ALL exits on the plans;Include new,existing or eliminated. f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces,If applicable. i) Provide a door and door hardware schedule. REV 1112019 Page 3 of 9 Y �+t' COMMERCIAL APPLICATION PERMIT SUBMITTAL l j Department of Community&Economic Development City of Arlington• 18204 59th Ave NE"Arlington,WA 98223"Phone(360)403-3551 j) Show the location of all new walls,doors,windows,etc. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,door,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. Reflected Ceiling Plan a) Plan view 1/8"minimum scale.Details a minimum%finch scale. b) Provide ceiling construction details. c) Provide suspended calling details complying with IBC 803.9.1.1.Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. 0 Include a lighting fixture schedule. 4. Framing Plan a) Specify the size,spacing,span and wood species or metal gage for all stud walls. b) Indicate all wall,beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise,run,landings,headroom,handrail and guardrail dimensions. 6. 0 Storage Racks(if applicable) a) Structural calculations are required for seismic bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or wails. NOTE:High pile storage shall meet the requirements of current International Building and Fire Codes. C. ® SPECIAL INSPECTION 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. ❑ WASHINGTON STATE ENERGY CODE 1.One(1)completed Washington State Non-Residential Energy Code Envelope Summary forms. E. OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant'a Statement of Intended Use form shall be completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIs).Contact the Arlington REV 11/2019 Page 4 of 9 G�ty COMMERCIAL APPLICATION PERMIT SUBMITTAL Department of Community&Economk Development City of Arlington•18204 59th Ave NE•Arlington,WA 98223•Phone(360)403-3551 The building permit does not include any mechanical,electrical,plumbing or fire sprinkler/alarm work.These permits are Issued separately.Mechanical,electrical, plumbing,or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that Involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued.You must provide the Permit Center a copy of the approval letter or the approved plans.Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information, An intake appointment Is required for all large Tenant Improvement Building Permit Applications.To determine If your project requires an intake appointment,to schedule an appointment or to ensure that you have the most current information,please contact the City of Arlington Permit Center at(360)403-3551 or by email to ced@ariingtonwo.gov. Incomplete applications will not be accepted. I acknowledge that all Items designated as submittal requirements must accompany my Building Permit Application to be considered a complete submittal. REV 1112019 Page 5 of 9 D:\DROPBO%\Dro box\PubliC\ACAD\DRAWINGS\R220020N.dw 252020831;40AM r-� DOOR TO MILLING COUNTER � C7 F-I n m co a n A D r a D D � D 41 DA w A W A w A w Z O o O o o O O o D W co w i a` � D m D to D D Gi D yy D D DA dz WINDOW rrii D: 0 m x N --1 I w w N I 002 8' IL 1yI IIy IIy IyI JI a • • P 1 p��p� I p I p I p� 1 p� r o z 3 m ny w A Ll Z 4� N CO a 0 \ Ln V x = m N J N mm smx D \ V a D m m r. n < n C3 r A 0 N n m jr N Z T m Z N I W D O Q. w N N-yI m m ti X m r y a L7 a M °, w "m Z 1 z N m C" T� c1 L1 N °n 4 x V w �I Z > a m mm o z o n� m m tir � m m co CZ ZO a f� e a oy> Dop N > Ov4 T �< o � p 6M cys sra 9 0 as la £ m (D (D. ZG^BRR N o�N Q �o O t7 bd '' m W a C❑NESC❑ RACK LAYOUT for ZtiA Z7 40 N STRIVE FOOTWEAR ;u I < o CENTENNIAL, CO 19113 63rd AVE NE, STE 4 ��� ARLINGTON, WA Z c CD m ti Z nc"NOTICE 1�L� TO PERMITEE AND/OR OWNER cw 1 �106wv PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ❑ APPROVED PERMIT#: ��l AM ,pM DATE:`tl" �_3 - OB ADDRESS: �- I �' ; _.)I' � i _ � LOT#: PROJECT 1 i��' 1 �� n 'i. ��(J t✓�� TYPE OF INSPECTION" (OTHER: I i ❑ 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 - z /�F-' 1-4-TCW: VEER THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Y V'• Cl PLANNING 0CIVIL ❑ Buu.niNc, CITY OF ARLINGTON CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 Go PHONE; (360) 403-3551 BUILDING PERMIT Address:19113 63rd Ave NE Ste 4 Permit#:3059 Parcel#:31051500401201 Valuation:5000.00 OWNER APPLICANT CONTRACTOR Name:City of Arlington Name:Mr Racks Name:Mr Racks LLC Address: 18204 59th Drive NE Address:500 SW 16th St Address:500 SW 16th St City,State Zip:Arlington,WA 98223 City,State Zip:Renton,WA 98057 City,State Zip:Renton,WA 98057 Phone: Phone:425-207-0058 Phone:206-697-1241 LIC:MRRACRL924BN EXP:01/17/2022 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION -V PERMIT TYPE: Mlsc CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: W 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 IOARCI10. 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. :��zl c Signature Print Name Date Released By bate CONDITIONS Adhere to approved plans. Special Inspections required for anchors. Approved job copy shall be onsite for inspections. 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 03/09/2020 Building Permit Fee $165.64 03/09/2020 Processing/Technology Fee $25.00 03/09/2020 Building Plan Review Fee $107.67 Total Due: $298.31 Total Payment: $0.00 Balance Due: $298.31 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 City of Arlington Planning March 6,2020 Permit Application:Integrity Orthotics /Pallet Rack Anchors To whom it may concern, The engineer who did the structural calculations has requested a special inspection of the wedge anchors for the pallet rack. Engineer: Ben Riehl 16666 Glenesgles Blvd Suite 1 Billings MT 59105 We are contracting with AAR Testing of Redmond Wa to do the special anchor inspection. AAR Testing PO Box 2523 Redmond Wa 98073 Attn:Michele Phone#425-881-5812 Thank you Matt Matt Prevost Auto Cad and Sales Mr Racks LLC 206-697-1241 - SPECIAL INSPECTION AND TESTING AGREEMENT In accordance with International Building Code Chapter 17, where application is made for construction as described in this section, the owner or the registered design professional responsible for, and acting as the owner's agent shall employ one or more Special Inspectors to provide inspections during construction. APPLICANTS NAME First nameLast nyme h� PHONE numb rLJ lL EMAIL email PRIMARY First name Last name PHONE number. CONTACT EMAIL email TAX I.D.NUMBER Number 4 " PROJECT NAME Name '-Z4`7 PROJECT Description DESCRIPTION � Gt — P� � ��� l�rww�-�, SITE ADDRESS Addr r E� _ \ 1 4 Before a permit can lie i sued:The owner,Architect or Engineer of record acting as th wner's3 agent, shall complete this agreement, including the required acknowledgements, and attach structural tests and inspections schedules.A pre-construction conference with the parties involved may be required to review the special inspection requirements and procedures. Approval of special inspectors:Special inspectors shall be approved by the City of Arlington prior to performing any duties. SPECIAL INSPECTION AND TESTING SHALL MEET THE MINIMUM REQUIREMENTS OF 2015 IBC.THE FOLLOWING CONDITIONS ARE ALSO APPLICABLE. 1) Duties and Responsibilities of Special Inspector a) Observe work: The Special Inspector shall observe the work for conformance with City of Arlington approved (stamped) design drawings and specifications and applicable workmanship provisions of the IBC The Architect/ Engineer-reviewed shop drawings and/ or project drawings may be used only as an aid to inspection. lipaoe b) Report Non-Conforming Items: The Special Inspector shall bring non-conforming items to the attention of the Contractor and note all such items in the daily report If any item is not resolved in a timely manner or is about to be incorporated in the work, the Special Inspector shall immediately notify the City of Arlington by telephone or in person,and notify the project Architect or Engineer. [Inspector I Click or tap here to enter text. I phone I Click or tap here to enter text. 1 c) Furnish Daily Reports: Each Special Inspector shall complete and sign an inspection report for each day's inspections to remain at the iob site with_the contractor for review by the City of Arlington. d) Furnish Weekly Reports: The Special Inspector or agency shall furnish weekly reports of tests and inspections directly to the City of Arlington,project Architect/Engineer, and others as designated.These reports must include the following: i) Description of daily inspections and test made,with applicable locations. ii) Listing of all non-conforming items. iii) Report on how non-conforming items were resolved or unresolved,as applicable. iv) Itemize all changes authorized by the Architect/Engineer of Record and City of Arlington if not included in non-conformance items. e) Furnish Final Report: The Special Inspector or inspection agency shall submit a final signed report to the City of Arlington stating that all items requiring special inspection and testing were fulfilled and reported,and to the best of his/her knowledge, in conformance with the approved design drawings, specifications, approved change orders and the applicable workmanship provisions of the IBC. Items not in conformance,unresolved items or any discrepancies in inspection coverage (i.e., missed inspections, periodic inspections when inspection was required,etc.)shall be specifically itemized in this report. 2) Contractor Responsibilities a) Notify the Special Inspector: The Contractor is responsible for notifying the Special Inspector or agency regarding individual inspection items on the summary schedule and as noted on the City of Arlington approved plan as specified by the Architect and or Engineer of record. b) Provide Access to Approved Plans: The Contractor is responsible for providing the Special Inspector access to approved plans at the job site. c) Retain Special Inspection Records: The Contractor is also responsible for retaining at the job site all Special Inspection records submitted by the Special Inspector and providing these records for review by City of Arlington,upon request. 3) Cilry of Arlington a) Approve Special Inspector: The City of Arlington shall approve all Special inspectors and inspection requirements. b) Monitor Special Inspection: Work requiring special inspection and the performance of Special Inspectors shall be monitored by the City of Arlington. His/ Her approval must be obtained prior to placement of concrete or similar activities in addition to that of the Special Inspector. 2 1 P a g e 4) Owner Responsibilities a) Funding: The project owner or the Architect or Engineer of record acting as the owner's agent shall fund the Special Inspection Services. 5) Architect or Engineer of Record Responsibilities a) Drawings: The Architect or Engineer of record shall include special inspection requirements on the design drawings and specifications. b) Schedule Inspections: Provide a summary schedule of required inspections which would outline frequency of inspections for items which may require multiple inspections which may include but are not limited to concrete and grout testing,compaction,testing of backfill and or road beds as recommended by the geo-tech engineer,and structural welding as work progresses. SPECIAL INSPECTION&STRUCTURAL OBSERVATION ITEMS REQUIRED BY CHAPTER 17 OF THE 2015 IBC Indicate items requiring special inspection, structural testing, or structural observations by checking the appropriate box ❑STRUCTURAL STEEL(IBC 1705.2.1&1705.12.1) ❑STEEL CONSTRUCTION OTHER THAN STRUCTURAL STEEL(IBC1705.2.2) OCONCRETE CONSTRUCTION(IBC 1705.3) ❑MASONRY CONSTRUCTION(IBC 1705.4) ❑WOOD CONSTRUCTION(IBC 1705.5,1705.11.1&1705.12.2) ❑SOILS CONSTRUCTION(IBC 1705.6) ❑DRIVEN DEEP FOUNDATIONS(IBC 1705.7) ❑CAST-IN-PLACE DEEP FOUNDATIONS(IBC 1705.8) ❑HELICAL PILE FOUNDATIONS(IBC 1705.9) ❑SPRAYED FIRE-RESISTANT MATERIALS(IBC 1705.14) 3 ' Page ❑MASTIC AND INTUMESCENT FIRE-RESISTANT COATINGS(IBC 1705.15) ❑EXTERIOR INSULATION AND FINISH SYSTEMS(EIFS) (IBC 1705.16) ❑FIRE-RESISTANT PENETRATIONS AND JOINTS(IBC 1705.17) ➢ Only required for high-rise buildings or those assigned to Risk Category III or IV per IBC Table 1604.5. ❑SMOKE CONTROL(IBC 1705.18) OARCHITECTURAL COMPONENTS(IBC 1705.12.5) ➢ Only required for buildings located within Seismic Design Category D,E,or F OPLUMBING,MECHANICAL&ELECTRICAL COMPONENTS(IBC 1705.12.6) ➢ Only required for buildings located within Seismic Design Category C,D,E,or F OSEISMICALLY ISOLATED SYSTEMS(IBC 1705.12.8) ❑SPECIAL CASES(IBC 1705.1.1)-material alternatives or unusual design applications ❑MISCELLANEOUS AREAS--These inspections may be recommended by the Architect/Engineer and are to be approved by the Building department. 41Page Acknowledgements I HAVE READ AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THIS AGREEMENT.(Attach more sheets for signatures if necessary) Owner Fit. arrj9J►rtit Date Date Signature Sign. VAU ContractorDate e Signature sign ❑Submit written statement of responsibility in accordance with IBC Section 1704.4. Special Inspector s a. ��C'I nlJtWvx Date Date Signature ❑Submit WABO certification for special inspection agency and inspectors,(or) Xsubmit Special Inspection agency documentation for Building Official approval. Names of Special Inspectors Scope of Work.Submit copies of inspector certifications provided for each discipline. Inspector name First name Last name Scope of work Work Inspector name First name First name Scope of Work Work Inspector name First name First name Scope of Work Work Inspector name First name First name Scope ofwork Work Inspector name First name First name Scope of Work Work Inspector name First name First name Scope of Work Work Architect/Engineer of Record F . , 1 Date Date Signature Sign. 3 s-2o2o Structural Observer First name Last name Date Date Signature sign. ❑Statement of Special inspections completed and submitted in accordance with IBC Section 1704.3. ❑Structural Observations required in accordance with IBC Section 1704.5. 5 Page Acknowledeements I HAVE READ AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THIS AGREEMENT. (Attach more sheets for signatures if necessary) Owner Fi:.. i , ^ar: c fL'j �', _ Date Date 1 Signature SZnn. A Contractor Fi t r %- ,s �� —L __ ( Date >> ce St1u %�z- . ❑Submit writte t e,yrof responsibility in accordance with IBC Section f T�. �S eciai l�uspector r us�'. i e, &WviA Date Date I$lgt>atnFf�°e Si:,r + �� a ra�j'z-F cr— --� `�`� i 13 Submit 1 . O certirication for special insp�ct� n agencyi?Z7antu�,t:7 ,(spectorso .B r) Submit Special Inspection agency documentation for Building Official approval. Names of Special Inspectors Scope of Work.Submit copies of inspector certifications provided for each discipline_ inspector name First name Last name scopeofwork Work I Inspector name First name First name scope of Work Work inspector name First name First name Scope of Work Work Inspectorname First name First name Scope of Work Work Inspector name First name First name Scope of Work Work Inspector name First name First name Scope of Work Work Architect/En weer of Record F :::;: v %na V-a_ ' 1 -Date Date S1 Ptiftwe Sign. Structural Observer First Date Hate - SiUn ItAlre Sign, O Statement of Special Inspections completed and submitted in accordance with IBC Section 1704.3. ©Structural Observations required in accordance with IBC Section 1704.5. 61Fage Aelmowledgements I HAVE READ AND AGREE TO COMPLY WITH THE TERMS AND CONDITIONS OF THIS AGREEMENT.(Attach more sheets for signatures if necessary) 4 Owner Fi:... i , ra r fig( } Date Date g6atare.Si gn. Contractor Fi t 1' ;s , L ,( Date r. ce Signature si�:n i]Submit written,6nt of responsibility in accordance with IBC Section 1704.4. Special I Dfa&7i el- a� y'4C >> Date Date 3 i Signature G Submit l BO certification for special inspft:(i n age cy an d ins prectors,(or) XSubmit Special inspection agency documentation for Building Official approval. Names of Special Inspectors Scope of Work.Submit copies of inspector certifications provided for each discipline. ! { Inspector name First name Last name Scope of work Work i Inspector name First name First name i scope of work Work I Inspector name First name First name scope of Work Work inspector name First name First name Scope ofwork Work inspector name First name First name scope of work Work inspector name First name First naive i Scope of Work Work Architect/Engineer of Record F .,=. rfl 'na �_�' Date Dare S� ignature sign. Structural Observer First name Last name Date Date � Signature Sign. i O Statement of Special Inspections completed and submitted in accordance with IBC Section 1704.3. 0 Structural Observations required in accordance with IBC Section 1704.5. 5 1 P a g e Permit#: 3059 Permit Date: 03/02/20 Permit Type: COMMERCIAL RACKING Project Name: Integrity Orthotics Racking Applicant Name: Mr Racks Applicant Address: 500 SW 16th St Applicant, City, State, Zip: Renton,WA 98057 Contact: Phone: 425-207-0058 Email: matt@mrracks.com; pdeluca@integrityortho.com Scope of Work: Racking Valuation: 5000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 06/22/2020 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31051500401201 19113 63rd Avenue NE City of Arlington 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 07/06/2020 C00.RACKING Racking anchors approved 07/06/2020 07/06/2020 BUILDING Approved Plan Reviews Date Review Type Description Assigned To Review Status 03/02/2020 Misc BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $165.64 Processing/Technology $25.00 Building Plan Review Table 4-2 $107.67 Total $298.31 Attached Letters Date Letter Description 03/02/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 05/21/2020 Peter DeLuca 80400426 $298.31 Outstanding Balance $0.00 Notes Date Note Created By: 03/09/2020 Special Inspection forms received Raelynn Jones 03/05/2020 Emailed for Special Inspection form submittal for the anchors Raelynn Jones Uploaded Files Date File Name 10/28/2021 9997925-3059 Approved Plans.pdf 10/07/2021 9847592-3059 IC 7.6.2020.pdf 03/09/2020 6361824-R220020LAA.PDF 03/09/2020 6361823-3059 SPECINSP.PDF 03/02/2020 6303261-3059 Application.pdf REVISIONS 2-25-20 GENERAL 6" ROLL DOOR B 3'-6" B ❑PPICE LOADING 250#/LEVEL 1 1000#/LEVEL i 7,_0. � LOADING�� T-8" 7'-8" SPRINKLER 2'-0' STANDPIPE + T i 3q" 1 13-0" 2'-0' 5'-0' 4-843' + 12,_0• 2 1'T92. 2'-0' + 2'�0 � J— z 6" TYPE "A" TYPE "B" 0 ~ 6" o- 0 0 A 3-0"A A A COLUMN 3" W 4-0" 31' 14GA THK FIRE EXIT 3/8x 5x 8 BASEPLATE H- -H� 12) 1/2"0 ANCHORS V) 3/8'x 5"x 8" EA SIDE BASEPLATE FF W 3" 3.25" (2) 1/2"0 ANCHORS 6" C) z 30 � C) Q a 6" LLJ W Z l/8 1-1/2' EA FACE I 6` CONCRETE SLAB ON GRADE T- > Q 3 a'—o' COLUMN & BASE PL COLUMN BASE X—SECTION E] 3 WW � z >- W o z _ A 3'-0° A A A W D ~ LD o CU Wz - mz WQ � W q_0. Q L 7-0. � V) Q r -t R R A 3"-0" A A A 6" a'-0. 31' 46'-4" RACK LAYOUT PLAN 1/4"=1' z v Q zz L) z � W BENJ bDigitally y BEN 1REHd LLJ a Date: z z R I E H L 11 90;07,DD, z L J � u Ea 5 r17 R/ BY BEN ofw < DATE 2-19-20 JOB # 220020 o Pp�4��IU09 SHEET S F3,S VRALbpl� 3 '0 At 6N R � OE 0 0 rj VA `NDlDNI3�Jb N o � b 3JS `3N 3nd PJ69 6II6T N wN 03 1VINN3IN3S N Li �d3/MUnJ 3AIKS w N NW ��d�n JirloAv W 03S3NO3 o cu LD oa q ❑ �G13 Cp 3'� O 2 V. OLU �i+ W ao M wd CD (L Z CL \ a vi p O�Q oz- U o J W 0 1 0 • ;y J pq y o # vLLJ �i w m ma a. ¢ 7 F L7 h !h r NNE N z U Z m,. M LrJ v, I � w X J F w � ���•Lr) o 0 z Q • W PG � � Z J J C! w m u W Z J 4 d m Q X W¢ W W # t <- j h len Q •I x as� ra N ^ N w X Li U a- Q 00 0^ .Z. t7 \pq <v 0 J .. 0 W N MOQNIM R\ W 0 \W d / J d /I\ Z Z K Q Q Q I m Q M sr m Q (`7 V m v J d F— J Y o W H Q. O Q 831N000 ONIIIIW 01 8000 ® z x M Wtl 041Lf8020Z/SZ/Z'^�P'V10200ZZU\5'JNIMtlUO\OtlJMc�lgnd\�oq o�0\Xp9d0bd\'Q