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HomeMy WebLinkAbout19704 60th Ave Ne_BLD2965_2026 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address: 19704 60th Ave NE Ste.102 Permit#:2965 Parcel#:00746300001100 Valuation: 14000.00 OWNER APPLICANT CONTRACTOR Name: 19704 Properties LLC Name:[Company Name] Name:HCI Steel Buildings Address:7722 21st Ave NE Address:[Company Address] Address: 17833 59th Avenue NE,#C City,State Zip:Seattle,WA 98115 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:206-262-8340 Phone:360-403-4900 LIC:HCISTSB864DE EXP:03/05/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR I� Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC M EXP LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 1 CONST.TYPE: ` 13 DWELLING UNITS: OCC GROUP: F-I BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC 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 an c� A gton O1. Signature Print Name Date Released By 1] c CONDITIONS Adhere to approved plans. 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 01/27/2020 Building Permit Fee $354.91 01/27/2020 Processing/Technology Fee $25.00 01/27/2020 State Surcharge-Commercial $25.00 01/27/2020 Building Plan Review Fee $230.69 Total Due: $635.60 Total Payment: $0.00 Balance Due: $635.60 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 ^l Permit#: 2965 Permit Date: 01/09/20 Project Name: Meeco Outdoor Storage Bldg Site Address: 19704 60th Ave NE Ste. 102 Company/Applicant Name: Clark Schaefer Company/Applicant Address: 19704 60th Ave NE Ste 102 City, State, Zip: Arlington, WA 98223 Contact: Clark Schaefer Phone: 206-262-8340 Email: cschaefer@meecomfg.com Permit Type: Commercial New Valuation: 14000.00 Square Feet: 0 Number of Stories: 0 Type of Construction: Occupancy Type: Proposed Use: Construction of outdoor metal storage building MIC/Opportunity Zone: Permit Issued: Permit Expires: DNU: Status: IN PROCESS Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 19704 Properties 399 Other 00746300001100 19704 60TH AVE NE LLC Miscellaneous Manufacturing NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# HCI Steel Buildings Ted Wheeler 360-403-4900 17833 59th CONTRACTOR HCISTSB864DE Avenue NE,#C Plan Reviews Date Review Type Description Assigned To Review Status 01/09/2020 Conunercial Building Building In Review 01/09/2020 Commercial Building Josh Grandlienard In Review 01/09/2020 Commercial Building` Nova Heaton In Review Fees - Fee T :: scxlpdQa Notes Amount Building Pen-nit Fee 322.10.00.00 $354.91 Processing/Technology Fee 341.43.00.02 $25.00 State Surcharge-Commercial 386.00.01.00 $25.00 Building Plan Review Fee 345.83.00.00 $230.69 TotalWOO Notes Date Note Created By: O1/09/2020 Colors:Tahoe Blue and Old Towne Gray Raelynn Jones Uploaded Files Date File Name 01/09/2020 6074194-HCI Color Chart 2019.pdf O1/09/2020 6074193-2965 Letter.pdf O1/09/2020 6074192-2965 Constriction I'lans.pdf O1/09/2020 6074191-2965 Application.pdf COMMERCIAL APPLICATION y�ijNc o PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE a Arlington, WA 98223 a Phone (360)403-3551 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS NOT REGULATED UNDER THE IRC. THIS APPLICATION MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: MEECO OUTDOOR STORAGE BLDG Valuation: $14,000 Project Address: 19704 60th Ave NE, Ste 102, Arlington WA 98223 Parcel I D#: 00746300001100 Legal Description Section 15 Township 31 Range 5 Quarter NE-Airport-37 Block 000-DOO Lot 11 EXC S 35 FT AS MEAS AT R/A TO S LN THOF PER CITY OF ARL BLA REC AFN 20000113503 ADA LOT 11 AIRPORT-37 PLAT REV REC AFN200004215OD2 LESS RNV TO CITY OF ARL PER OCD REC AN 200010270120 Owner: 19704 Properties LLC Phone Number: 206.427.9372 Address: 7722 21st Ave NE City: Seattle State: WA Zip Code: 98223 Engineer:Saady Amin-A&A Engineering Phone Number: 419.292.1983 Cell Phone: E-mail: saady@aa-engineers.com Address: 6036 Renaissance PI City: Toledo State: OH Zip Code:43623 General Contractor: HCI STEEL BUILDINGS LLC Phone Number: 360.403.4900 Cell Phone E-mail: welcome@hcisteelbuildings.com Address 17833 59th Ave NE, Ste C City: Arlington State: WA Zip Code: 98223 Contractor's License Number. HCISTSB864DE Expiration: 03/05/2020 Contact Person: Clark Schaefer Phone Number: 206.262.8340 Cell Phone: 206.427.9372 E-mail: cschaefer@meecomfg.com Address: 19704 60th Ave NE, Ste 102 City: Arlington State: WA Zip Code: 98223 Proposed Scope of Work: Construction of Outdoor Storage Building p Received REV 11/2019 Page 6 of 9 JAN 0 9 2020 IbI.D 2gso i G`T Y 01, COMMERCIAL APPLICATION s o y PERMIT SUBMITTAL �tlNG�® Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Project Name/Tenant MEECO MFG CO INC Site Address 19704 60th Ave NE, Arlington WA 98223 Bldg/Unit/Suite IBC Construction Type II'B IBC Occupancy Type Storage Description of Use Storage Building Square Footage 900 Number of Stories One (1) Square Footage Per Floor 900 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 ❑ Standpipe systems ❑ Temporary membrane structure, tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: 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 Page 7 of 9 i �rC Y ®.�. COMMERCIAL APPLICATION ING�o PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Name of Project: MEECO OUTDOOR STORAGE BLDG Project Address: 19704 60th Ave NE, Arlington WA 98223 Special Inspection Firm: N/A Address: Contact Person: Phone: 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 ( ) Other Specify 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 wi II 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 COMMERCIAL APPLICATION PERMIT SUBMITTAL '-°�" Department of Community& 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 void 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. I ?� .QU�FP-7ZES LLC Owner: &27W F/�` Date: �GZ© 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 Ind F_ co -.o /illC Applicants Signature (f z-1--7,eK S- �- 1A/Zo a c> Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 11/2019 Page 9 of 9 i` COMMERCIAL APPLICATION IdGao 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/Multi-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-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 ❑X Two (2) Structural Drawings ® Two(2) Structural Calculations ❑ One (1) Project Specification Manuals (if applicable) ❑ One (1) NREC Code Compliance Forms (Unheated Storage Space) ❑ 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(360) 403 3551 or by email to ced(a)_arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 11/2019 Page 1 of 9 I GYM Y o1' COMMERCIAL APPLICATION y�L��G�o PERMIT SUBMITTAL 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 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. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10. 2017 Accessible& Usable Buildings and Facilities(ICC/A117.1) Washington State Amendrnents 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 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. 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 11/2019 Page 2 of 9 G.J,r ® ' COMMERCIAL APPLICATION s • 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 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 scale not to exceed 1"=20 feet. 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 corners(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. C ARCHITECTURAL DRAWINGS 1. ❑x 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. XD Floor Plan a) Plan view 1/8"minimum scale. 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 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 11/2019 Page 3 of 9 c+�y . a COMMERCIAL APPLICATION jNG�p� PERMIT SUBMITTAL 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,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 1/8"minimum scale. Details a minimum %-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling 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 ❑X 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 Occupant's 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 cis y COMMERCIAL APPLICATION �NG�® PERMIT SUBMITTAL 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 11/2019 Page 5 of 9 MEECO Manufacturing Company, talc. 19704 6011,Ave NE, Ste 102 • Arlington, WA 98223 Telephone: (206) 262-8340 Fax: (206) 262-8343 � r January 9, 2020 City of Arlington ATTN: Permit Center 18204 591h Ave NE Arlington, WA 98223 RE: Permit Application for Outdoor Storage Building To Whom It May Concern, I have been asked to respond to two questions. 1. Civil: Provide drainage details with submittal: The building being proposed will be erected on existing asphalt which is sloped west to east. Photo below: 2. Planning: Provide color palette of siding materials for Administrative Design Review: Roof and Trim-Tahoe Blue Walls-Old Town Gray Please let me know if anything additional is needed. Sincerely, Received (� ]AN 0 9 2020 "Mfi& a 17833 59th Ave NE,Suite C OFFICE: (360)403-4900 • • • Arlington,WA 98223 Contractor's License: HCISTSB864DE www.hcisteelbuildings.com i j STANDARD COLOR CHART Winter White Malibu White ' ForestRoman Bronze Brick Red Tahoe Blue • • Towne Galvalume J� O 1 o t m <n W '2 w z �Cs�a Q d W 0 co ~ LLJ J IL W o V J Lu W 0 U i` az 0 W W COMPANY5INC . H� M, >MECCOMANUFACTU �ING aU 0 ❑ Wr L+i Q O �H im (0-) U m CLANK 5CIIAEff EK v� J 19704 60TH AVENUE NE , SUITE 102gzw o Af�LI N GTO N WA 9b 2 2 3 �z ��zj = } ?�Z Z U N 1 I I ZS-oa ¢ a U] 18X50X a �2O 0 DESIGN NOTES DESIGN CRITERIA DRAWING INDEX Mo.�S� w u u; o I COVER SHEET <�o � � I , ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH PREVAILING CODE: WSBC pBC 201 5) • • 0 coo ZLL « z IBC 2015. A5CE7-10, OSHA, A15C 3GO, AI51 100, USE GROUP: S (STORAGE) � a W ui LLj CONSTRUCTION TYPE: 11 - B 2 ........ ELEVATIONS i _ < Q AWS D 1 .3 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. RISK CATEGORY: 1 W O cq 0 0 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN ON BUILDING FOOTAGE: 900 SQ.FT 3 ....... FOUNDATION DETAILS FOUNDATION DETAILS SHEET, I . DEAD LOAD (D) D = 2.0 P5F 4 ........ FLOOR PLAN � DETAILS y_ 2. ROOF LIVE LOAD (Lr) Lr = 25 P5F � _ O 3. ALL MATERIALS IDENTIFIED BY Iv1ANUFACTURER NAME MAY BE 3. SNOW LOAD (5) 5 ........ FRAME SECTION * DETAILS cc SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING ORIGINAL. GROUND SNOW LOAD Pg = 30 P5F IMPORTANCE � PORTANCE FACTOR 15 = 0.80 G ........ SIDE WALL FRAMING 4 DETAILS r= gg 4. ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS. NO M THERMAL FACTOR Ct = 1 .2 FIELD WELDING 15 REQUIRED. EXPOSURE FACTOR Cc = 1 .0 7A ....... END WALL FRAMING 5. ALL FIELD CONNECTIONS SHALL BE #12 (1/4"X I") (E5K-2 19G) OR ROOF SLOPE FACTOR C5 = I ,O CITY OF Ll ` ° FLAT ROOF SNOW LOAD Pf = 20 P5F fir, p o uj APPROVED EQUAL. SLOPED ROOF 5NOW LOAD Ps = 20 PSF BUILDING DEPARTMENT m a G. STEEL SHEATHING SHALL BE 29GA. CORRUGATED GALV. OR 4, WINDAD ND/SPEED Vult = 115 MPH APPROVED a PAINTED STEEL - MAIN RIB hT. 3/4" (FY=80K51) OR EQ. EXPOSURE C ' 5. SEISMIC LOAD (E) DATE Z BY Received SEAL:7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS SHALL BE _ 5D5/5D I 0.763/0,439 NO CHANGES AUTHORIZED �ND Z' A,� GRADE 50 GALV. STEEL. DESIGN CATEGORY D JAN 0 9 2A2O S W AS 8. STRUCTURAL TUBE T52 I/2"X2 I/2" - 14GA, 15 EQUIVALENT TO SITE CLA55 D UNLESS APPROVED BY THE p4 % IMPORTANCE FACTOR le = 1 .00 BUILDING INSPECTOR T52 1/4"X2 1/4" - 1 2GA AND EITHER ONE MAY BE USED IN LIEU OF THE OTHER. LOAD COMBINATIONS: SPECIAL INSPECTIONS 1 . D + (Lr OR 5) 9. 1 2GA IS DEFINED AS 0. 109" THICKNESS. 14GA 15 DEFINED AS 2. D + (O.GW OR ±0.7E) NO SPECIAL INSPECTIONS ARE REQUIRED FOR THIS , 0.083"THICKNESS. 2GGA 15 DEFINED AS 0.01 9" THICKNESS. 3. D + 0.75 (O.GW OR ±0.7E) + 0,75 (Lr ORS) STRUCTURE; A5 IT MEETS THE EXCEPTIONS OF SECTION ro 573 O 4. O.GD + (O.GW OR ±0.7E) r���ISTt R� 29GA 15 DEFINED A5 0,01 5" THICKNESS. 1 704 PER WSBC (IBC 2015). UNLE55 EXPLICITLY CS C� S/ONAl- OFFICE REQUIRED BY THE BUILDING OFFICIAL. COPY EXPIRES: 1/3/2022 DATE SIGNED: DEC 20 2019 N O w m � N � 12 12 3 f 3 I-- z Q � � N O Lz N - Qt O U W Z m LU" U w - 0 w w FIN. GRADE zp J FIN, GRADE r` 18'-0" 18' r) Q I=KONT END WALL ELEVATION BACK END WALL ELEVATION o uJ 5CALE: 1/8" : 1 5CALF; 1/8" = 1' nUw -� �N LU m SHEATHING 29GA. z N CORRUGATED STEEL �. ALL, AROUND I I I l 1 H I I I 1 I I 11-11111111-11111 11111111 1 1 111111 1 1-1-11 1-1 Illifl-I I 11.111 I O w CLEAR PANELS- w w m �- z BY OTHERS v — w z O c=n o _ � � FIN, GRADC 50'-0" C LEI'T SIDE WALL ELEVATION 5CALF: 1/5" O o CC LL M w .. w Q w w tt a CLEAR FANEL5- SEAL. BY OTHERSstl I.I I I-1.1I_I1_I 1 l_L1.1_ILIJ I IL1.1_ I I-11 I I_.I 1.1E_1 I I_I I I I I I I l I-I I I I I I I ll I I I I l 1111_. PAY ro z — U O F m LL- •r ?��f v GISTf- FIN. GRADE 50'-0" S S•/() A I- RIGHT SIDE WALL ELEVATION EXPIRES: 113/2022 5CALE: I/8" : 1' DATE SIGNED: DEC 20 2019 FOUNDATION NOTES: I . ASPHALT ANCHORS SHALL BE LOCATED AT ALL 4 CORNERS, ON EACH SIDE OF F"-'.. m • OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR COLUMN POSTS AND BASE RAIL COLUMN P05T OR 0 cNv c\j l� END WALLS POSTS. 6s IL �, to END WALL POST 2. ALL POSTS WITH NO ANCHORS ADJACENT 51-IALL BE ANCHORED TO THE GROUND O O WITH A 3/4" 0 X 30" -G. ROD. RODS WILL HAVE A WELDED NUT AT THE TOP AND ONE COAT OF RUST PROOF PRIMER. d 0 q X J' X 1151, ell ANGLE BRACKET ATTACHED w J 0 m WITH 1/2" O THROUGH v p 0 BASE RAIL 2 112" 5Q. X 14GA TUBE BOLT AND " N ASHI=RS E.S O = Lu Y z COLUMN POST 2 1/2" 5Q. X 14GA TUBE w w • EXISTING ASPHALT Q d 0 m ANCHOK 'A' TIE DOWN ASPHALT ANCHOR#593G7 6„ 0 ANCHOR'S' 3/4"0 X 30"THRD. ROD EMBED. IN EARTH U O _ 0 m J � 3/4" 0 X 30" ANCHOR ROD 4 u- ZU N a < `� TIE DOWN ASPHALT ANCHOR #593G7 v OR APPROVED EQUAL U-j v 6i 0 r I= (D m w ~ z z FOUNDATION DETAIL � w_ � � 0 5GALt: 314' I' I O � cl 0 � O O A B A © A B B A� B RA co O B � O o CD °w M 4 a w A � a SEAL �pY A c�PoC W Sy Al AI 17 ` B -0 .� A r0 ? 57344 A BB ------- --OA B A B A B A B !•S, �CISTERC,�� S�O,V A l. 3 FOUNDATION PLAN EXPIRES: 1/3/2022 5CALE: 3/1 G" : 1' DATE SIGNED: DEC 20 2019 c� o_ w m t N d ° U � z Z QW O m z o o z 50'-0" Z 0 5'.-0" 8 5PACE5 @ 5'-0" CC = 40'-0" 5'-0" _ I z a U cn O F U — �, I o O m `t z o � � w LL 't � � o b M D }zv N Q [ � i� g : b b o ° � op — w -- Lij O z_ cot� z Lu ui b w m O N o 0 0 c� O 2 t` C 4 5'-0" 8 SPACES @ 5'-0" CC = 40'-0" 5'-0" o 50'-0" 11 oo FLOOR PLAN NOTE:5EE 5HEET 3 FOR ANCHOR TYPE 4 MEMBER PROPERTIE5 0 cM SCALE: 3/1 G" : I °w a v a a w a a SEAL: CORNER DOUBLE COLUMN �DW S�t DOOR POST COLUMN P05T O P05T ANCHOR F ANCHOR ANCHOR 1-7 Z A '•r r 57344 BASE RAIL BASE (RAIL BASE RAIL O�CSS CGI5T���y ANCHOR DETAIL I ANCHOR DETAII ANCHOR DETAI . /OA,A SCALE: 1/2" : 1' 5CALE: 1/2" : ?' 5CALE: 1 J2" : 1' EXPIRES: 1/3/2022 DATE SIGNED: DEC 20 2019 N O COLUMN P05T 2 112" 5Q. X 14GA TUBE — Lu ROOF MEMBER 2 1/2" 5Q. X 14GA TUBE m BASE RAIL 2 112" 5Q. X 14GA TUBE N N PEAK BRACE 2 112"X 14GA CHANNEL URLIN @ 3'-I a" G/C -TOTAL 8 KNEE BRACE 2 1/2" X 14GA CHANNEL z < 0 ROOF MEMBER 3 � � �-- ON O CONNECTOR SLEEVE 2 1/4" 5Q. X 1 2GA TUBE - , w z W PURLIN5 4 X 14GA HAT CHANNEL ,-- - > O 3 [] 6'-O" ¢ r0 LOCATION CORNER PANEL 51DE LAP5 EDGE LAPS ELSEWHERE ; i 5 EAK BRACE p - - SPACING _ 9" CC MIN, I 4" CC 9" CC i - i 3ob d z z m FASTENER TYPE: # 1 2x I" SELF-DRILL 5CREW5 1 KNEE BRACE 0 Q U w z (E5R-2 19G) W/ NEOPRENE/5TEEL WASHER 5 w x ~ 0 w w z LUU a V c=n O /n o ¢ U1 O U-i m J d- Q Z — n� U � w O tL- BASE RAIL 5 z Q u FQ 1 O O PURLIN5 FIN. GRADE--' `�� v 3 u U Lu ROOF SHEATHING - SEE SCHEDULE FOR F- z z FASTENER 6G ERAME SECTION w w ui REQUIREMENTS 5CALE: 1/4": 1' _ Q O cn0 1 CIO ROOF MEMBER Yz" RET. 'e TYF'. O l I G" LG. CONNECTOR �Oppp SLEEVE - FIELD BOLT 0 E.S. W/ (4) #12 X I" KNEE BRACE - ATTACH SELF DRILLING W/(2) #12 X I" TEKS O SCREWS AS SHOWN SCREW E.S. (4 TOTAL) o M W a a SIDE WALL a SIDE WALL COLUMN POST SHEATHING - SEE SCHEDULE FOR SEAL SHEATHING - FASTENER SEE REQUIREMENTS COLUMN O FOR SCHEDULE REQUIREMENTS ROOF MEMBER SQ' ��W AA y�j G" LG. COLUMN P05T SLEEVE - FIELDT / °O BOLT WI (4) #12 X I" �a i X Y RET. `n TEK5 SCREWS AT �e TYP. PEAK BRACE - ATTACH EACH SLEEVE W/ (2) #12 X 1"TEK5 SCREW E.5. (TOTAL 4 57344 V EACH END). MAINTAINCISTI-- G��` BASE RAIL MIN. I" EDGE DISTANCE S�ONAL V' AND SPACING FRAME DETAIL BASE DETAI PEAK BRACE DETAIL�� EXPIRES: 1/3/2022 5CALE: 314" : i' �" SCALE: 3/4•: ; �� DATE SIGNED: DEC 20 2019 • N 5'.0" 8 SPACES @ 5-0" CC = 40'-0" 5_0„ O Lu 4 PURLIN5 L _ D N N 3'-1 C/c 1 II I I II Il II T� I I I I r I II II II II li --ii II II �1 2 _\ II Il II _ II II II II Il — I � — z Z m cn wz — Q COLUMI`+� POSTSOZ o LL._ z m _ ❑ o J -9 U w O = i d U U) BASE RAIL G L) W 50'-0' RIGhT SIDE WALL FRAMING z C) O 5CALE; 3/1 G" : I U w N d� d j Z U N Q < - 5'-0" 8 SPACES @ 5' 0" CC = 40'-0" 5'-0° O O 4 PURLIN5 3'-1 �" C/C II 11 ii 11 fl 11 11 Ti 11 I z I I - CI' -ll it -T T I I — li^ ? h Il -i 11 II _ T1 ^ll �i- - II - I ~ 6� z Lu ~ _ ¢ O U) ❑ ❑ ❑ COLUMN POSTS o C M O I C) U. co CO BASE RAIL G _ w - L 50'-O" 4 LEFT SIDE WALL FRAMING SEAL 5CALE: 311 G" : I' �p Y G" SLEEVE WELDED TO FOR 5PACING SEE v W S// COLUMN POST - BASE RAIL AND SHEATHING FASTENER O ATTACHED TO COLUMN SCHEDULE Q' POST WITH (4) #12 SIDE ci --' � AS SHOWN RET. �8\ "1\ SIDE WALL POST 2 I/2" SQ. X 14GA TUBE TYF. �" BASE RAIL 2 1/2" SQ. X 14GA TUBE � _ ATTACH PURLIN5 TO �i' 57344 CONNECTOR SLEEVE 2 1/4" SQ. X 1 2GA TUBE ROOF BEAMS W/(2) BASE RAIL PURLIN5 4"X 14GA HAT CHANNEL FA5TENERS GIRT/PURLIN5 COLUMN-RASE DETAIL GIRT/PU RLI N DETAIL 2 EXPIRES: 1/3/2022 SCALE: 3/4" : 1' I SCALE: 3/4" : 1' DATE SIGNED: DEC 20 2019 N O m Lu m J � ME r N N [ti - CORNER P05T 2 112"5Q. X 14GA TUBE � Q Lu u- ROOF MEMBER 2 112" 5Q. X 14GA TUBE 0 L Lu BASE RAIL 2 1/2" 50. X 14GA TUBE Q m 1 HEADER 2 1/2" 5Q. X 14GA TUBE w z 12 DOOR P05T 2 112" 5Q. X 14GA TUBE < O 7A 3 WINDOW P05T 2 I/2" 5Q. X 146A TUBE END WALL P05T5 2 112" 5Q. X 14GA TUBE Q Z Z m 2 3 o C LuZ 7B 7A m G Lu U w -- ROOF MEMBER _ Ix i i 4" X 2"X 18GA FLAT CLIP, 0- U 0 COLUM1h 4 4 SECURE TO ROOF CORNER SIDE WALL p u— P05T5 7B 7A MEMBER AND POST W/(4) POST BASE RAIL H J #12 5D5 AS SHOWN 2" X 2"X 2" X 18GA U — p — CLIP ANGLE. IT SECURE TO POST (2) 2"X 2" X 2" X 18GA AND BASE RAIL W/ z u 3 CLIP ANGLES. SECURE (4) #12 5D5 AS Q O I TO ROOF MEMBER SHOWN U z w n O 713 7B AND P05T W/(4) #12 END WALL - > _ LLJ cNw FIN. GRADES - `-' END WALL POST 5D5 A5 SHOWN BASE RAIL d 0- Nlz 1d 6'-O" 2 ROOF MEMBER DE Ai CORNER DETAIL 2 0 0 7A � o � g FRONT END WALL FRAMING scALE: 3/4` : SCALE: 3/4" : U - SCALE: 5/I G" : I' H z C9 Oq ~ Z Z W WLd LLI END WALL POST O � � � � 2"X 2" X 2"X 18GA CLIP ANGLE E.5. W.I. DOOR/ SECURE TO POST WINDOW HEADER ON AND HEADER WI (4) p • #12 5D5 A5 SHOWN a) cr1 I � 7A 12 L � � WINDOW/DOOR DETAIL SCALE: 3/4" : I' a w a SEAL: COLD!.'`: P05T5 DOOR/ WINDOW P05T— 2"X 2"X 2" X PD Y �y 18GA CLIP ANGLE G' 04 W S 4"X 2"X 18GA FIAT E.S. SECURE TO CLIP E.5. SECURE TO P05T AND DOOR POST AND BASE HEADER W/ (4) RAIL W/ (4) #12 5D5 ° #12 5D5 AS I AS SHOWN ° o SHOWN 7B `�' �0'C 57344 O �" FIN. GRADE — CISTE 2 DOOR/ WINDOW FRAME SS�ONA1. REAR END_ WALL FRAMING 7A WINDOW/DOOR DETAILO SCALE: 5/1 G' : SCALE: 3/4" : 1 EXPIRES: 1/3/2022 DATE SIGNED: DEC 20 2019 N i O w m LL D W `� � END WALL POST O END WALL P05T (2) 2" X 2" X 2"X I SGA z (2) 2"X 2" X 2" X 18GA ABOVE HEADER CLIP ANGLE5, 5ECURE O `�', Z O > CLIP ANGLES. SECURE TO P05T AND BASE It ¢ z o 0 TO POST AND BASE RAIL W/ (4) #12 5D5 8 w z RAIL WI (4) #12 5D5 A5 51-iOWN UJ v AS SHOWN — O w w BASE RAIL O DOOR HEADER a J COLUMN-PAH DETAIL ABOVE HEADER DETAIL Q 1 � SCALE: 3/4" : P SCALE: 3/4 1' z � u LU �¢t -� UN U ? w Z m O Z Q u W N sz oU U U J Z } ~ C9 m ~ Z Z W o o � o 0 0 vt A DOOR POST - END WALL POST o END WALL P05T (2) 2"X2" X2" X 2"X 2" X 2"X 18GA 18GA CLIP ANGLES. o M CLIP ANGLE. SECURE SECURE TO P05T TO POST AND BASE AND HEADER WI (4) RAIL W/ (4) #12 5D5 u co 4"X 4" X 16GA FLAT a AS SHOWN o,n CLIP E.5. 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F' z � o F' E. Q x ❑ � � � �+ C) O wCa n d w . \ e C Gn ❑ o. a Qzw O F zwu � OV) M cG w F" z V o V FW- c� wo wE- c ea p z � W = w zz w Q t�- CG z F„ o. C O a - 3Q zOz a w wx oa as � z a a Iz a Q w w O Q Q w Q" Ex zaa� O as z ° Z ❑ ❑ w oa °z � � aw, � owa 3 � Cj y 70 p F � F� r� w z � C! F Q x ❑ � � z w z oz M E-� O V Q w ¢ � c7p O wca LM � A ❑ o. -a zzW o FF zU � _ CQ z z A=, `n CA A p 00. M u z cG Z w Z Z ? U a FO a r` 0 P. � � � F OCD R .''. w CA ` O Z QCIZ ' Zia OUaQ vFi OVQ OV Z n D a NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY /APPROVED PERMIT#: AM PM DATE: j ��I TO JOB ADDRESS: I l 1 I i - .e �_1 LOT#: PRO GCT: l l v t o TYPE OF INSPECTION: �,1f� OTHER: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BY LAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 ZZ9 INSPECTOR DATE `�v o Cl PLANNING rl CIVIL -BUILDING • CITY OF ARLINGTON #HCIST56864DE "����1�" STEEL BUILDINGS ��c Arlington, • • General Contractor of Pre-Engineered Steel Buildings and Steel Building Components MalibuSTANDARD COLOR CHART Winter White Beige Roman Bronze Brick Red Tahoe Blue Galvalume Forest Green Old Towne Gray Dark Gray Y COMMERC IAL APPLICATION 'ply G�o� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, 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 MUST BE ACCOMPANIED BY A COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: MEECO OUTDOOR STORAGE BLDG Valuation: $14.000 Project Address: 19704 60th Ave NE, Ste 102,Arlington WA 98223 ParcellD#: 00746300001100 Legal Description Section 15Tomship31 Range 5 Quarter NE-Airport-37 Block 000-DOOLo111EXCS35FTASMEAS AT R/A TO S LN THOF PER CITY OF ARL BLA REC AFN 20000113503 ADA LOT 11 AIRPORT-37 PLAT REV REC AFN200004215002 LESS R/W TO CITY OF ARL PER OCD REC AFN 200010270120 Owner: 19704 Properties LLC Phone Number: 206.427.9372 Address: 7722 21st Ave NE City: Seattle State: WA Zip Code: 98223 Engineer:Saady Amin-A&A Engineering Phone Number: 419.292.1983 Cell Phone: E-mail: saady@aa-engineers.com Address: 6036 Renaissance PI City: Toledo State: OH Zip Code.43623 General Contractor: HCI STEEL BUILDINGS LLC Phone Number: 360.403.4900 Cell Phone. E-mail: welcome@hcisteelbuildings.com Address: 17833 59th Ave NE, Ste C City: Arlington State: WA Zip Code 98223 Contractor's License Number: HCISTSB864DE Expiration: 03/05/2020 Contact Person: Clark Schaefer Phone Number: 206.262.8340 Cell Phone: 206.427.9372 E-mail: cschaefer@meecomfg.com Address: 19704 60th Ave NE, Ste 102 City: Arlington State: WA Zip Code: 98223 Proposed Scope of Work: Construction of Outdoor Storage Building REV 11/2019 Page 6 of 9 ;bL_t) 2q5� +�t -� COMMERCIAL APPLICATION �LINGfp� PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Project Name/Tenant MEECO MFG CO INC Site Address 19704 60th Ave NE, Arlington WA 98223 Bldg/Unit/Suite IBC Construction Type II'B IBC Occupancy Type Storage Description of Use Storage Building Square Footage 900 Number of Stories One (1) Square Footage Per Floor 900 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 ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: 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 Page 7 of 9 ii COMMERCIAL APPLICATION m r t o PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington, WA 98223 • Phone (360)403-3551 Name of Project: MEECO OUTDOOR STORAGE BLDG Project Address: 19704 60th Ave NE, Arlington WA 98223 Special Inspection Firm: N/A Address: Contact Person: Phone: 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 ( ) Other Specify 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 COMMERCIAL APPLICATION yeti G,�o� PERMIT SUBMITTAL Department of Community& 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 void 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. I of c� �OF'—p 15 S LLe Owner: 2-77i1 Date: I zc�zD 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. In I=' F_ co InC=C co /NC C ie�$���N Applicants Signature �fz_129K S-e14/9FI252 1A/Zzozo Print Applicants Name Date FOR STAFF USE ONLY Permit# Accepted By Amount Received Receipt# Date Received REV 11/2019 Page 9 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 The following minimum information is required for your Commercial/Multi-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-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 ❑X Two(2) Structural Drawings ® Two (2) Structural Calculations ❑ One (1) Project Specification Manuals (if applicable) ❑ One(1) NREC Code Compliance Forms (Unheated Storage Space) ❑ 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/N 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 email to ced(c�arlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. REV 11/2019 Page 1 of 9 COMMERCIAL APPLICATION INc;�° PERMIT SUBMITTAL 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 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. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code (WESC) 10. 2017 Accessible&Usable Buildings and Facilities(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 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. 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 11/2019 Page 2 of 9 G 1Y COMMERCIAL APPLICATION 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 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 scale not to exceed 1"=20 feet. 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 corners(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. ❑x ARCHITECTURAL DRAWINGS 1. x1 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 x❑ Floor Plan a) Plan view 1/8"minimum scale. Details a minimum '/4-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 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 11/2019 Page 3 of 9 G1TY Of COMMERCIAL APPLICATION s o PERMIT SUBMITTAL 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, 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 1/8"minimum scale. Details a minimum%-inch scale. b) Provide ceiling construction details. c) Provide suspended ceiling 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. ❑X 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 Occupant's 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 COMMERCIAL CI APPLICATION PERMIT SUBMITTAL 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 11/2019 Page 5 of 9 3�kv z 88 F- l9 N - LLJ — O lu < O a�GU' 4 = N — `_ iu z Q 0 �3 W ~ a W OZ< Q Z m O co p CZ)Z o�o� Ca U W wY w Y H O U MANUffACTURING W W W 1 aMECCO COMPANY INC . >05;8W po •; Q (y) LARK 5CMAEf E R C 19704 GOTf i AVENUE NE , 5U ITE 102 y z C' Uz C`V Af�LI N GTO N , WA 9 2 2 3G$ j Z U U I X I I ' m N f 5i - 1 8 X 50 00 � DRAWING INDEX Vg"" 6� � DESIGN NOTES DESIGN CRITERIA NWH �, w o I . ALL CONSTRUCTION SHALL BE PROVIDED IN ACCORDANCE WITH PREVAILING CODE: WSBC (IBC 201 5) I ........ COVER SHEET 8LL z m IBC 2015. A5CE7-IO, 05HA, A15C 3GO, AI51 100, U5E GROUP: 5 (STORAGE) icy<oLL w — Z CONSTRUCTION TYPE: 11 - B 2 ........ ELEVATIONS 2= z w �' 6i AW5 D 1 .3 CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. RISK CATEGORY: I 2. BASE CONNECTIONS SHALL BE PROVIDED A5 SHOWN ON BUILDING FOOTAGE: 300 5Q.FT 3 •....... FOUNDATION DETAILS W O FOUNDATION DETAILS SHEET, I . DEAD LOAD (D) D = 2.0 P5F 4 ........ FLOOR PLAN * DETAIL5 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME MAY BE 2• ROOF LIVE LOAD (Lr) Lr = 25 P5F z' 5 ...•.... FRAME SECTION * DETAIL5 < p SUBSTITUTED WITH MATERIAL EQUAL OR EXCEEDING ORIGINAL. 3. SNOW LOAD (S) _ GROUND SNOW LOAD Pg = 30 P5F IMPORTANCE FACTOR la = 0.80 G ........ SIDE WALL FRAMING 4 DETAILS 4. ALL SHOP CONNECTIONS SHALL BE WELDED CONNECTIONS. NO - M THERMAL FACTOR Ct = 1 .2 � FIELD WELDING IS REQUIRED. EXPOSURE FACTOR Cc = 1 .0 7A ....... END WALL FRAMING 5. ALL FIELD CONNECTIONS SHALL BE #12 (1/4"X I"} (E5K-2 1 9G) OR ROOF SLOPE FACTOR Cs = I ,O v co O FLAT ROOF SNOW LOAD Pf = 20 P5F 715....... END WALL DETAILS 11jr, J= o APPROVED EQUAL. SLOPED ROOF SNOW LOAD P5 = 20 PSF cc W Co G. STEEL SHEATHING 5HALL BE 29GA. CORRUGATED GALV, OR 4. WIND LOAD (W) a DESIGN WIND SPEED Vult = 1 15 MPH 0. PAINTED STEEL - MAIN RIB HT. 3/4" (FY=80K51) OR EQ. EXPOSURE C 7 ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS SHALL BE 5, SEISMIC LOAD (E) Received seas. 5D5/5D1 0.7G3/0.439 _ any A GRADE 50 GALV. STEEL. DESIGN CATEGORY D I A AI A n nnnn Q. 8. STRUCTURAL TUBE T52 1/2"X2 1/2" - 1 4GA. 15 EQUIVALENT TO SITE CLASS D pF WAS n T52 1/4"X2 114" - 1 2GA AND E IMPORTANCE FACTOR le = 1 .00 ONE MAY BE USED IN LIEU OF THE OTHER. LOAD COMBINATIONS: SPECIAL INSPECTIONS y 1 . D + (Lr OR 5) 9. 1 2GA 15 DEFINED AS 0. 1 09" THICKNESS. 14GA 15 DEFINED AS 2. D + (O.GW OR ±0.7E) NO SPECIAL INSPECTIONS ARE REQUIRED FOR THIS 0.083"THICKNESS. 2GGA 15 DEFINED AS 0.019" THICKNESS. 3. D + 0.75 (O.GW OR ±0.7E) + 0.75 (Lr OR S) STRUCTURE, A5 IT MEETS THE EXCEPTIONS OF SECT ION ? 573 4. O.GD + (O,GW OR ±0.7E) O kR 29GA 15 DEFINED AS 0.0 15" THICKNESS, 1 704 PER W55C (IBC 2015). UNLE55 EXPLICITLY C/STG �F REQUIRED BY THE BUILDING Off ICIAL. ss�ONAL EXPIRES: 1/3/2022 DATE SIGNED: DEC 20 2019 N O t m CD � N � 12 12 N Cf� N 3F LL- : O -- m Lu z N 1 0 o r O r U w Z m �-- w Y r Q o w w FIN. GRADE) FIN, GRADE / I�, C. �` O W FKONT END WALL ELEVATION BACK END WALL ELEVATION o uJ m J d" 5CALE. 1/8" : 1' 5CALE r 115"= z � � < D wLL- O N 511EATHING 29GA.\ � r = � CORRUGATED STEEL \ Q < can N TYP. ALL AROUND :>: � DOS CLEAR PANELS- T z BY OTHERS U m z w Lu w zLu Q m oz O U) o 0 0 l 11 FIN, GRAM 50,-01f LEFT SIDE WALL ELEVATION c 5CALr_: ;18" : 11 co o � w a w a CLEAR PANELS- - I I I I I I I l l l 11--T111111111 IT1-CITI-l� I-�>-1 I I I I l 11111 li SEA`: BY OT HERS OF w s f/ !� of m LL- �O ? 57344 '' FIN. GRADE)-, 501-G" Ss�UNAI_ EvG RIGHT SIDE WALL ELEVATION EXPIRES: 1/3/2022 SCALE.: 1 18" : I' DATE SIGNED: DEC 20 2019 FOUNDATION NOTES: 0 I . A5PHALT ANCHORS 5HALL BE LOCATED AT ALL 4 CORNER5, ON EACH 51DE OF L m OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR COLUMN P05T5 AND BA5E RAIL N N COLUMN P05T OR END WALL5 P05T5. ` END WALL P05T 2. ALL P05T5 WITH NO ANCHOR5 ADJACENT 5HALL BE ANCHORED TO THE GROUND z Q O O WITH A 3/4" O X 30" LG, ROD, ROD5 WILL HAVE A m m WELDED NUT AT THE TOP AND ONE COAT OF RUST PROOF PRIMER. > 0 J �f G"X 3" X I/8" z Q 6a ANGLE BRACKET ATTACHED u Lu J i m WITH 1/2" 0 THROUGH I � � ❑ 0 BASuj E RAIL 2 1/2" 5Q. X 1 4GA TUBE BOLT AND I " WA5HER5 E.5. O Z U w Z COLUMN P05T 2 1/2" 5Q. X 1 4GA TUBE - p w w k A EXI5TING A5PHALT Z Q ( ) d 0 N ANCHOR'A' TIE DOWN A5PHALT ANCHOR#59367 ' 6,,, O Q ANCHOR'S' 1 3/4"0 X 30"THRD. ROD EMBEb. IN EARTH Q O J � 3/4" O X 30" ANCHOR ROD Q o �j w -� N LL- Q LLJ d m j � V � N 4 TIE DOWN A5PHALT - 2 1 ANCHOR #59367 O O OR APPROVED EQUAL w z z m z FOUNDATION DETAIL Lu � _ a 5CALf: 314" : P O O fA ❑ ❑ ❑ � O O B A B A B A B A B O A A � lqr M O B o COD O co W W A a SEAL: 1 nw s O� y SA f~� B B _ i A ---------- A B A 'B; ��' 6 A rO�F R SSTL �CI R� FOUNDATION PLAN EXPIRES: 1/3/2022 5CALE: 3/1 G" : 1' DATE SIGNED: DEC 20 2019 N O m N N (I�n N z W O O d ° U z z J lD Q O m } p O 0 w Z 50'-Q" Lu m 5� p" 5 5PACIr5 @ 5'-0" CC = 40'-0" 5'-0" d U :: O CL L Z - N i t O m 0 z O m azLL- Lu m o b `" ? >- _ N b < < L' b m Lg �o y z z Z�L• 2 Z W LLI 7 W Q F- O Cn 7 O cn o b 2 r co 4 co o ILI ' rn d 4 5_p 8 SPACES @ 5'-0" CC = 40'-0" 5' 0" o 50'-0" 't FLOOR PLAN NOTE: 5EE 5MEFT 3 FOR ANCHORlYPE#MEMBER PRCIMPME5 0 SCALE: 3/16" : 1' w a a w a SEAL: CORNER DOUBLE COLUMN DOOR POST COLUMN POST HOC W ,S P05T ANCf10R e Al ANCHOR ANCHOR V) Z n �i 57344 BASE RAIL BASE RAIL BASE RAIL O�Is 4"G/M-R� A' Fr' ANCHOR DETAI ANCHOR DETA_� ANCHOR DETAIL A 1. ) �n SCALE: 112" : 1' SCALE: 112" : i' 5CALE: 112" : 1' L ) EXPIRES: 1/3/2022 DATE SIGNED: DEC 20 2019 N O COLUMN POST 2 1/2" 5Q. X 14GA TUBE - m ROOF MEMBER 2 1/2" 5Q. X 14GA TUBE t m BASE RAIL 2 1/2" 5Q. X 14GA TUBE N PEAK BRACE 2 I/2"X 14GA CHANNEL URLIN @ 3'-I T" C/C - TOTAL 8 w co J 6 LL- KNEE BRACE 2 1/2"X 14GA CHANNEL 12 z Q Q O O CONNECTOR SLEEVE 2 1/4" 50. X 1 2GA TUBE ROOF MEMBER 3 � N W m LO PURLIN5 4" X 14GA HAT CHANNEL ,------ '1� > p Q 3 �'-0" d LOCATION CORNER PANEL SIDE LAPS EDGE LAPS ELSEWHERE ; 5 EAK BRACE SPACING 9" CC MIN. 1 4" CC 9" CC FASTENER TYPE: # 1 2x I" 5ELF-DRILL 5CREW5 -- -+ �. d 0 H m (E5R-2 196) W/ NEOPRENE/STEEL WASHER 1 KNEE BRACE o V W 0 w w z W d U U) g W m u � w o o ra BASE RAIL 5 z Q U Q � 12 3 � PURLINS - FIN, GRADE' U OU U ROOF SHEATHING - 5EE Mom' A2 1 8'-0" 0/0 L ULu SCHEDULE FOR G v �~— C9 m FASTENER co FRAME SECTION w w Z Z w REQUIREMENTS SCA�e: ,/�+" : I' _ O co 0 ROOF MEMBER %z" RET. 15 _� TYP. 0 I cn G" LG. CONNECTOR SLEEVE - FIELD BOLT cM CD E.S. W/ (4) #) 2 X I" KNEE BRACE - ATTACH SELF DRILLING W/(2) #12 X I" TEK5 SCREWS AS SHOWN SCREW E.S. (4 TOTAL) U. c0 � M a SIDE WALL �--COLUMN P05T SHEATHING - SEE 51DE WALL SCHEDULE FOR SEAL SHEATHING - FASTENER SEE SCHEDULE REQUIREMENTS PP�Y l� FOR FASTENER ; COLUMN ROOF MEMBER S OF W A Sys REQUIREMENTS 6" LG. COLUMN —' l % P05T ,<<' SLEEVE - FIELD BOLT W/ (4) #12 X I" %g" ;%2' RET. - TEKS SCREWS AT 18 TYP. PEAK BRACE - ATTACH EACH SLEEVE W/ (2) #1 2 X 1"TEKS SCREW E.5. (TOTAL 4 �'� ��, 57344 O EACH END). MAINTAIN �,c, rGIS BASE RAIL MIN. I" EDGE DISTANCE SS�GNAL ��V AND SPACING FRAME DETAIL BASE DETAI PEAK BRACE DETAII..�� �Ai>=: 3/4" ; ,• � Ser�E: 3i4" : ,' I�� scALe: a/•�• : 1 � EXPIRES: 1/3/2022 DATE SIGNED: DEC 20 2019 N 5'-0" 8 SPACES @ 5-0" CC = 40'-0' 5'-0" O 4 PURLIN5 L 3'-I cic f 1i II II 11 it fi fi 1T - if f N IT 11 i t Il 11 I I --T 11 I I i N Ld iu w z COLUMN- O POSTS r OM 0Q O m z J w Y z of m BASE RAIL I z d U m O EG 8 W o c� m 50'-0" RIGHT SIDE WALL FRAMING - Z Q o SCALE; 3/;6" : I' < D Z U N Q < — 5'-0" 8 SPACES @ 5'-0" CC = 40'-O" 5 O O Ilk O U U 4 PURLIN5 3'-1 QC I I I - 11 I I I l TI - I I l i I I -11 I � W 0 I- I I I I I I l i i 1 I l 1 I 1 1 —IT l 2 ,a, -1T - 11- -11 - - II - II li II II II - T w z z z w ¢ ►w- O 0 COLUMi POSTS a? oM o - rn ch 0 o BASE RAILco a G w 5G'-U' ii LEFT SIDE WALL FRAMING SEAL SCALE: 3/1 G" : I' N. pY G" SLEEVE WELDED TO FOR SPACING SEE cz) v" S,y COLUMN P05T < BASE RAIL AND SHEATHING FASTENER ATTACHED TO COLUMN SCHEDULE Q POST WITH (4) #12 5DE •. .r AS SHOWN RET. s 7�: 7KAIL 2 112" SQ. X 1 4GA TUBE °r TYP. ° ° 2 I/2" SQ. X 14GA TUBE ATTACH PURLINS TO 8 _ 2 /4" SQ. X 12GA TUBE ROOF BEAMS W/(2) �p� �� 57344 E. BASE RAIL 4" X 14GA HAT CHANNEL FASTENERS CSS�ONATL CNV�t' GIRT/PURLINS COLUMN-BASE DETAIL GIRT/P_UR_ LIN_ DETAIL EXPIRES: 11312022 5CALE: 3/4" : 1' 5CAUE: 3/4" : 1' 2 DATE SIGNED: DEC 20 2019 N O nJ m _ r N _ CORNER POST r 2 1/2" SQ. X 14GA TUBE � Q ROOF MEMBER 2 112" 5Q. X 14GA TUBE O W Q 1� O lL BASE RAIL 2 112"SQ. X 14GA TUBE Q m < HEADER 2 112" 50. X 14GA TUBE w z 7A 12 DOOR P05T 2 112" 5Q. X 14GA TUBE —� WINDOW POST 2 1/2" 5Q. X 146A TUBE z VI END WALL P05T5 2 112" 5Q. X 14GA TUBE o m z CC F- 7B 7A G Lu U z 4 4" X 2"X 8GA FLAT?1(4 OF MEMBER COLUMN SECURE TO a U u=i POSTS 7B MEMBER AND P05T COP ST BASE RAIL QJ#12 SDS AS S2" X 2"X 2" X 18GACLIP ANGLE � mSECURE TO POST 2"X 2" X 2" X 18GA AND BASE RAIL WJ ° z IP ANGLES. SECURE (4) #12 SD5 AS 3 I ROOF MEMBER SHOWN U z7B 76 D POST W/ (4) #12END WALL PO5 A5 SHOWN END WALL — � z U LLJ c\j FIN. GRADE-" '-' - 'y BASE RAIL z Q u) — �22 1d G"O" �A ROOF MEMBER DETAIL, i CORNER DETAIL 2 a � FRONT END WALL FRAMING SCALE: 3)4° : I' SCALE: 3/4" : I' ° °U SCALE: 5/1 G" : I' J Z ~ 0 m ~ Z Z Lu z W > LLl LIJ ¢ Q¢ END WALL POST 0 U) p Q p 2"X 2"X 2" X 18GA CLIP ANGLE E.5. W.I. DOOR/ - SECURE TO P05T WINDOW HEADER ° AND HEADER W/(4) 10 #12 SDS AS 511OWN I O 7A _ 12 � 3 WINDOW/DOOR DETAIL � `D (�) o M SCALE: 3/4" : 1' a w w a COLUMN SEAL: POSTS DOOR/WINDOW P05T 2"X 2"X 2" X D Y O 18GA CLIP ANGLE SPov W 4"X 2"X 18GA FLAT E.S. SECURE TO CLIP E.5. SECURE TO - P05T AND DOOR Q. POST AND BASE HEADER 0 W/ (4) r, RAIL W/(4) #12 5D5 ° #12 5D5 AS 1 AS SHOWN ° SHOWN 7B �U 57344 FIN. GRADES 2 DOOR)WINDOW FRAME CS`s�ONAL REAR END WALL FRAMING 7A WINDOW/DOOR DETAIL 4 SCALE: 5!1 G" : I' SCALE: 3/4" : I EXPIRES: 1/312022 DATE SIGNED: DEC 20 2019 N 0 w m lf� N J cV r as Q u_. � Q � O O l LW m m r` END WALL P05T � 0 r n (2} 2" X 2" X 2"X 18GA END WALL P057 — (2) 2"X 2"X 2"X 18GA r Z v ABOVE HEADER CLIP ANGLES, SECURE O CLIP ANGLES. SECURE TO POST AND BASE ¢ CC— o m TO POST AND BASE RAIL W/ (4) #12 SD5 a G w 0 RAIL W/ (4) #12 5D5 o AS SHOWN m 0 U Lu AS SHOWN e BASE RAIL Z LL d U cn O DOOR HEADER COLUMN-PASS DETAILS ABOVE HEADER DETAIL 2 0 m SCALE: 3/4" : 1' 0 6� w U LU O � zU W 2 N N o<_. u� 00 � UUU W v J Z ~ Z_ m Z Wui LLI O U) o o O O d' i M END WALL P05T DOOR POST END WALL P05T It O (2) 2"X 2" X 2"X lK 2" X 2"X 2"X !8GA18GA CLIP ANGLES.CLIP ANGLE. SECURE SECURE TO P05T TO POST AND BASE AND HEADER W/ (4) W RAIL W/ (4) #12 5D5 o ca 4"X 4"X 18GA FLAT #12 5D5 AS a AS SHOWN o,e CLIP E.5. SECURE TO SHOWN sent P05T AND BASE RAIL W/(7) #12 5D5 AS SHOWN — DOOR HEADER gyp+F�WA BASE RAIL DOOR P05T O DOOR 5A5E DETAIL DOOR HEADER DETAIL O SCALE: 3/4" : 1' .� 57344 GCE S()NST�AL EXPIRES: 1/3/2022 DATE SIGNED: DEC 20 2019 a NOTICE �5 TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑, DO NOT OCCUPY /APPROVED PERMIT#: If l�r� j 1b PM DATE: OB ADDRESS: 11�[ L'� %'�' LOT#: PROJECT: TYPE OF INSPECTION: OTHER: Cl 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 CPER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE Cl PLANNING Cl CIVIL 9/BUILDING CITY OF ARLINGTON CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 42 PHONE; (360) 403-3551 BUILDING PERMIT Address:19704 60th Ave NE Ste.102 Permit#:2965 Parcel#:00746300001100 Valuation: 14000.00 OWNER APPLICANT CONTRACTOR Name: 19704 Properties LLC Name: [Company Name] Name:HCI Steel Buildings Address:7722 21st Ave NE Address:[Company Address] Address: 17833 59th Avenue NE,#C City,State Zip:Seattle,WA 98115 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 Phone: Phone:206-262-8340 Phone:360-403-4900 LIC:HCISTSB864DE EXP:03/05/2020 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial New CODE YEAR: 2015 STORIES: 1 CONST.TYPE: `IB DWELLING UNITS: OCC GROUP: F-1 BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC1t0. SALES TA N TICE:Sales ax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form arcq,o gton . 01. Signature Print Name Date Released By Da e CONDITIONS Adhere to approved plans. 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 01/27/2020 Building Permit Fee $354.91 01/27/2020 Processing/Technology Fee $25.00 01/27/2020 State Surcharge-Commercial $25.00 01/27/2020 Building Plan Review Fee $230.69 Total Due: $635.60 Total Payment: $0.00 Balance Due: $635.60 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 MEECO Manufacturing Company, Inc. 19704 601h Ave NE, Ste 102 Arlington, WA 98223 r ' Telephone: (206) 262-8340 • Fax: (206) 262-8343 I January 9, 2020 City of Arlington ATTN: Permit Center 18204 591h Ave NE Arlington, WA 98223 RE: Permit Application for Outdoor Storage Building To Whom It May Concern, I have been asked to respond to two questions. 1. Civil: Provide drainage details with submittal: The building being proposed will be erected on existing asphalt which is sloped west to east. Photo below: 2. Planning: Provide color palette of siding materials for Administrative Design Review: Roof and Trim—Tahoe Blue Walls—Old Town Gray Please let me know if anything additional is needed. Sincerely, R,eceived ]AN 0 9 2020 Permit#: 2965 Permit Date: 01/09/20 Permit Type: COMMERCIAL BUILDING Project Name: Meeco Outdoor Storage Bldg Applicant Name: Clark Schaefer Applicant Address: 19704 60th Ave NE Ste 102 Applicant, City, State, Zip: Arlington,WA 98223 Contact: Clark Schaefer Phone: 206-262-8340 Email: cschaefer@meecomfg.com Scope of Work: Construction of outdoor metal storage building Valuation: 14000.00 Square Feet: 0 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 01/28/2020 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 399 Other 00746300001100 19704 60TH AVE NE LLC 4 Properties Miscellaneous Manufacturing NEC Contractors Contractor Primary Contact Phone Address Contractor Type License License# HCl Steel Buildings Ted Wheeler 360-403-4900 17833 59th CONSTRUCTION HCISTSB864DE Avenue NE,#C CONTRACTOR Plan Reviews Date Review Type Description Assigned To Review Status 01/09/2020 COMMERCIAL BUILDING BUILDING O1/09/2020 COMMERCIAL Josh Grandlienard BUILDING O1/09/2020 COMMERCIAL Nova Heaton BUILDING Fees Fee Description Notes Amount Building Permit Table 4-1 $354.91 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Building Plan Review Table 4-2 $230.69 Credit Card Service $19.07 Total $654.67 Attached Letters Date Letter Description O1/09/2020 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount O1/27/2020 Clark Schaefer 78762972 $635.60 O1/27/2020 78762972 CC Surcharge Raelynn Jones $19.07 Outstanding Balance $0.00 Notes Date Note Created By: O1/09/2020 Colors:Tahoe Blue and Old Towne Gray Raelynn Jones Uploaded Files Date File Name 10/04/2021 9820311-2965 IC 3.3.2020.pdf 03/10/2020 6371195-2965 3.3.2020IC.pdf O1/09/2020 6074194-HCI Color Chart 2019.12-df O1/09/2020 6074191-2965 Apnlication.pdf O1/09/2020 6074192-2965 Construction Plans.pdf O1/09/2020 6074193-2965 Letter.pdf woo•ein;oe;lyaeZlBZ'mmm NVId 311S 04.w� •— d E4�Z-Z9Z�SZ4) M N919NIHSYn d0 31VIS LOZ96 VM geJen3 rev r enueny�Cglo�Z68Z d- O EZZ96uO;6ulyseM'uO;6uINV 0 1 i wb3d w=i l I Hans e l Ix e I 3N enueny 43o9 VOL% T- co .iN"iwi r u ei 9nV tz Q3831SI93M E�9 'ONI `,kNddWOO JNii:jniovAnNbW 0033VY "jo=l a}e4 :jo}6ulppe buun;oe;nueyy mON V p2 s WU 0Z ry n THI4 W NFO S yF W �mU Iz z CL tL V z a z tL czHweC _ � ; l tan>OgWQ 0 Z ozZ Z9z� 6�r aS n Z oi� �7 O I O N J W scn X QCL Zs�JBN8N LL pZp X {- W lO .. �r Q7 U _ p O .. 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