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HomeMy WebLinkAbout19406 68TH DRIVE NE_BLD2308_2026 NOTICE TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY -0-APPROVED PERMIT#: LOT#: DATE: JOB ADDRESS: 1ClLkAje 1&l TYPE OF INSPECTION: -a-, -1 I I" ► ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PER NUT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 .Z-ol - 4A/,,� INSPECTOR DATE C�BUILDING DEPT. O PLANNING DEPT. CITY OF ARLINGTON 't, .�; • i i A CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:19406 68th Dr NE Permit#:2308 Parcel#:31051400300200 Valuation:500000.00 OWNER APPLICANT CONTRACTOR Name:WESTERN FOREST PRODUCTS US Name:David Garcia Name:Superior Systems LLC Address:800-1055 W GEORGIA STREET Address:19406 68th Dr NE Address: 13576 Bayview Edison Rd City,State Zip:VANCOUVER,BC V6E3P3 City,State Zip:Arlington City,State Zip:Mount Vernon,WA 98273 Phone: Phone:3603330688 Phone:360-466-1234 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name:Superior Systems Name: Address: 13576 Bay-view Edison Rd Address: City,State,Zip:Mount Vernon,WA 98273 City,State,Zip: Phone:360-466-1234 Phone: LIC#:SUPERS*I96Q5 EXP: 08/10/2020 LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Mechanical CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OCCUPANCY HAS BEEN GRANTED. IBCI l0/IRC110. 'ALE ICE:Sales tax relati g construction and construction materials in the City of Arlington must be reported on your sales tax return form an •oiled f Arlington#3101. U / 7j i ature Pri t Name Date Released By Da CONDITIONS Adhere to approved plans. Please call for final inspection. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/17/2018 Mechanical Permit Base Fee $4,671.43 12/17/2018 Mechanical Plan Review Fee $3,036.43 12/17/2018 Processing/Technology Fee $25.00 Total Due: $7,732.86 Total Payment: $0.00 Balance Due: $7,732.86 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 Permit Information Date 12/13/2018 Permit Number 2308 Project Name WFP-Negative Air System Applicant Name David Garcia Applicant Address 19406 68th Dr NE City,State,Zip Arlington Contact Phone 3603330688 Email dgarcia@westernforest.com Permit Type Commercial Mechanical Site Address 19406 68th Dr NE Valuation 500000.00 Status Applied Permit Issued Permit Expires Square Feet 2515 Type of Construction/Occupancy Load Commercial Mechanical Number of Stories 0 Proposed Use Construction of Negative Air System Assigned To Raelynn Jones Property Parcel Address Legal Owner Owner Phone Zoning 31051400300200 119406 68TH DRIVE NE WESTERN FOREST PRODUCTS US LLC 1242 Sawmills&Planing Mills Contractors Contractor Name Primary Contact Phone Email Contractor Type License License# Superior Systems Mack Wolfe 360-466-1234 1 JIMECHANICAL CONTRACTOR &I DUPERS-19605 Review Date Type Description I Target Date Completed Date Assi pried To Status 12/13/2018 ommercial Mechanical 12/26/2018 Euilding lin Review Fees Fee Description Notes Amount Mechanical Permit Base Fee 322.10.00.00 $4 671.43 Mechanical Plan Review Fee 322.10.00.00 $3,036.43 Processing/Technology Fee 341.43.00.02 $25.00 Total $7 732.86 Uploaded Files Upload File Date File Uploaded B 12/13/2018 2:02:46 PM 12308 Structure' ics.pdf I es,Raelynn h 12/13/2018 2:02:46 PM I 2308 Plans.pdt .-..es,Raelynn �( 12/13/2018 2.02.46 PM 9R0R App iratinn ptif lJnnss,Raelynn m COMMERCIAL APPLICATION PERMIT SUBMITTAL �ALlN G�'� 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. Owner: (�U1�7% /J / f 4"Vel—Z-. Date hereby certify that the a ve information is correct and that the construction on,and the occupancy and the use of the above-described property will be in ace nce with the laws, rules and regulation of the State of Washington. p 'cants ignature Gi/ C i /1a b/ a Print Ap icants Name Date Received FOR STAFF USE ONLY DEC 11 2018 Permit# Abfted y Amount Received Receipt# Date Received REV 2015 Page 9 of 9 ' E COMMERCIAL APPLICATION PERMIT SUBMITTAL IN 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 BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: �l/,7Z/'7 A647 ✓f A'�� 'J��S%L�� Valuation.i7w 62)i �� �D Project Address: �? �� J�6�rt Al,.(_ 4 ,`e,7zt4 A14 /g9 0.21 Parcel ID#: Legal Description Owner: Phone Number. `36D 3-33 -&—VS Address: h " Ar Nufa ,/,I . City: p/�.Sp+7 State: Wil Zip Code: JfJJ '2,) f Engineer::�/�,Gt�7 S/1JUil '-j(14 � Phone Number: _ J—cj - r Cell Phone: E-mail: jjZ�,P�� L 5/?/L/)`�llieGl�i1 • Gctit-, Address: �? SiVv iTAr) Mit- _City:_ State: . Zip Code: C 9fA/� General Contractor: 4'i�/iif Phone Number: 3(v ��> Cell Phone: _ E-mail: L S'✓ -,;L 5y4�j-S1Ae , xlei Address:6357•(v .k&&y 1 City:&l114CLj State: _&14 Zip Code: qjZ>,& Contractor's License Number:_ �5001 )bI i lv 411-2 S Expiration /hfll� ;?w2 0 Contact Person: Phone Number: Cell Phone: 3 333-QE, E-mail: /r46-,-.i";Z,Ot'y Address: h r"11,4el(« Vf City: .G'c%?yl State: �14 Zip Code: 6 AI&2 3 Proposed Scope of Work: U(7)(/ al Alt,64ocle- bt sL1--;v-&YL,1 REV 2015 Page 6 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 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 2015 Page 5 of 9 Ltt 1 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 Site Address 41G6 le V&iat N-1 . kg cmzo W4 Bldg/Unit/Suite IBC Construction Type Y) S // IBC Occupancy Type �1 f.2 Description of Use 160,6 vn � J 5VSiXX'f '<W441 i1, ' 'F") Building Square Footage - T,� Number of Stories Square Footage Per Floor hiwo h)tki TU- = A,,7<- 6wcr ,;2 st,4�,*Y- J&A,04-0i"tiS 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: 1 E {�,lilr✓i'1'I! �gGeS�c cis Guc.�� � fd� ���iZt�� l)�' '�it r i 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 2015 Page 7 of 9 N. �' O^ COMMERCIAL APPLICATION '•� 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: Project Address: �ySFO W;��'�e!✓� �/•� - . />u �rv �� ��/I /�1? Special Inspection Firm: _AAZ N eJG11 f/A —,to f�;�� L/ �IqG";(fj1E ,- 4 aw 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 forthe 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 2015 Page 8 of 9 40 ;., ` 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 Two(2) Structural Drawings 0 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(360)403 3551 or by email to ce& rlingtonwa.gov. I acknowledge that all items designated above are included as part of this application. Deceived REV 2015 Page 1 of 9 DEC 112018 COMMERCIAL APPLICATION lvG�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 International Plumbing Code(IPC) 7. 2015 International Property Maintenance Code(IPMC) 8. 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) 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: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 inches Soil Dearing Capacity: 1,500 psf unless a Geo-Technical Report is provided. (IBC Tdbla 1804.2&IRC R401A.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 2015 Page 2 of 9 Y �+t' 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. ❑ 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. 0 ARCHITECTURAL DRAWINGS 1. ❑ 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. 2 Floor Plan a) Plan view 1/8"minimum scale. Details a minimum Y-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 2015 Page 3 of 9 `Ay Dl COMMERCIAL APPLICATION PERMIT SUBMITTAL 'I'NG o 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. 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. 5 LI 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 2015 Page 4 of 9 7rr,lt L,SISEARCH La' bor Workplace Rights .•- r c Washington State Department of " Labor & Industries SUPERIOR SYSTEMS INC Owner or tradesperson 13576 BAYVIEW EDISON RD MOUNT VERNON,WA 98273 Principals 360-293-3938 WOLFE,MARK SCOTT,PRESIDENT SKAGIT County ■ OVERBY,BRIAN D,VICE PRESIDENT • WOLFE,LISA DIANE,SECRETARY OVERBY,DEBRA MARIE,TREASURER • WOLFE,ARNIE,PRESIDENT (End:08/05/2010) WOLFE,DIANE,VICE PRESIDENT (End:08/09/2010) Doing business as SUPERIOR SYSTEMS INC WA UBI No. Business type 600 357 624 Corporation Governing persons BRIAN OVERBY DEBI M OVERBY; LISA WOLFE; MARK S WOLFE; License Verify the contractor's active registration/license/certification(depending on trade)and any past violations. Construction Contractor Active. Meets current requirements. License specialties METAL FABRICATION License no. SUPERS"196Q5 Effective—expiration 11/25/1981—08/10/2020 Bond RLI INS CO $6,000.00 Bond account no. SRS1013019 Received by L&I Effective date 11/04/2002 10/27/2002 Expiration date Until Canceled Insurance Ohio Cas Ins Co $1,000,000.00 Policy no BKW58218454 Received by L&I Effective date 11/08/2018 11/10/2018 Expiration date 11/10/2019 West American Ins Co $1,000,000.00 Policy no. BKW58218454 Received by L&I Effective date 11/01/2018 11/10/2018 Expiration date 11/10/2019 Insurance history Savings ................ No savings accounts during the previous 6 year period. Lawsuits against the bond or savings No lawsuits against the bond or savings accounts during the previous 6 year period. 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 6 year period. Workers'comp Do you know if the business has employees?If so,verify the business is up-to-date on workers'comp premiums. L&I Account ID Account is current. 433,247-00 Doing business as SUPERIOR SYSTEMS INC Estimated workers reported Quarter 3 of Year 2018"31 to 50 Workers" L&I account contact T4/CASSANDRA SMITH(360)902-5632-Email:SMCA235@lni.wa.gov Public Works Strikes and Debarments Verify the contractor is eligible to perform work on public works projects. Contractor Strikes No strikes have been issued against this contractor. Contractors not allowed to bid No debarments have been issued against this contractor. Workplace safety and health Check for any past safety and health violations found on jobsites this business was responsible for. Inspection results date 03/25/2015 No violations Inspection no. 317935305 Location 13576 Bayview Edison Rd Mount Vernon,WA 98273-8231 r tints �1Yctsltinglon" David Garcia To: Kevin Olander Subject: Western Forest Products - Arlington Operations Permit#2308 Attachments: WFP Soils Evaluation.pdf,WFP S2 Foundations Rev 2.pdf Kevin: Attached are updates for the truck bin and Negative Air System foundation details. Please update your file. Kind g v" G cia Ions Manager, Arlington Tel 604-648-4638 DGarcia@westernforest.com westernforest.L.om 0000 N ra F PWestern Forest Products DEFINfNG A HICHER STAN DARIO- NOTICE OF CONFIDENTIAL TRANSMISSION. This message and any accompanying attachments are intended only for the intended recipient named above and may contain information that is privileged and confidential and protected by copyright. Any dissemination, distribution, copying or action taken in reliance on this email or any accompanying attachments by anyone other than the intended recipient is prohibited. If you are not the intended recipient, please notify us of the error in communication by return e-mail and destroy all copies of this communication and any accompanying attachments without using or disclosing them. Thank you. Deceived JAN 2 2 2019 A I STURDY ENGINEERING C O R P O R A T 1 O N Civil Structural January 20,2019 Evaluation of soils at Western Forest Products Site Truck Bin, Cyclone and Bag House Foundations 19406 68"Dr. N.E.Arlington,WA Excavation for the subject foundations was completed by Taylor Excavators using a track back-hoe. Material was being loaded onto dump trucks and removed from site. Truck Bin Foundation Upon arrival most of the excavation for the truck bin foundation was complete. Depth of excavation was nearing 48-in. At the base the materials were a gravelly coarse sand with a few cobbles and few fines. The material, due to lack of fines was easy to probe to a depth of 6-in to 9-in. The excavated side walls formed well with little sluffing. The side walls of the excavation did sluff slightly during a test run of the large vibratory roller at the bottom of the excavation. The vibratory roller did not appreciably increase the density of the native material. No further rolling is required. Cyclone & Bag Hose Foundations The excavation for the cyclone and bag house foundations were completed to a depth of 18-in below existing asphalt levels. The materials at the excavated depth consisted of gravelly coarse sand and few fines. The material,due to lack of fines was easy to probe to a depth of 6-in to 9-in. A large vibratory roller made 2-passes over the excavated materials as a trial run. Probing yielded less than 6-in depths. The 18-in excavation depth appears to adequate to reach stable native material. I did not observe of the compacting of the subgrade and proof rolling. Instructions to the contractor (Taylor Excavators) and Kenneth Dawson (Abbott Construction)were given prior to departure. Compaction requirements are as follows: Once excavated to depth it was requested that the subgrade be compacted using the onsite vibratory roller. Requirements included three passes over the subgrade at a maximum speed of 2-mph. Upon completion of the compacting proof roll the subgrade with a loaded dump truck. Minor indentations into the subgrade of 2-in is acceptable. Greater rutting is an indication of unsuitable underlying soils. These soils shall be over-excavated. If the excavation is 1-ft depth or less, back-fill with gravel borrow and compacted in 8-in loose lifts. Over-excavations of greater than 1-ft depth shall be backfilled with 2- in x 4-in quarry spalls to a depth 1-ft below subgrade. Then filled with gravel borrow and compacted in 7168 San Juan Hill Lane • Anacortes,Washington 98221 • Phone: (360) 299-2511 Fax: (360) 299-269e E-mail: sturdy@ sturdyengincering,com I Western Forest Products Soils Evaluation 19406 68th Dr. NE Arlington,WA Page 2 8-in loose lifts. The-over-excavation requirements are for the foundation area and under any paved areas. Native gravelly coarse sand or gravel borrow can be placed to bring the subgrade to proper.elevations. Imported material shall-compacted in 8-in loose lifts with the vibratory roller following-the requirements listed above. Conclusions: The gravelly coarse.:sand material found at subgrade has.a bearing capacity of-3,000-psf. Original designs were based on 1,500-psf allowable bearing. �9AS �. s r�yo Cy ar WA SA,f •' N C 2260 ONAU �1 10K !2 Ems , o ) / ) & § &j ; &>, \-0 i(/§ n \ ] § „ » |§ � (| ) , � , ! o n ( ' E ||| , Ile $ � lky y ac_.CYCLONE FOU_m. *- -x �. /__ --m— \ »sm_, ' ,�_0,m__,__� IN AG ._.__ _w__ _ �j M� ��(} ) \ � � Y � � � � � �- � � � � - 'aZatZ & ASSOCIATES GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION FIELD REPORT Report No.: 09619324DFRO 12119-NG Date: January 21,2019 Contractor: JR Abbott Project No.: 096-19324 Permit No.: has not been issued. Project: Arlington Renewal (NAS) Inspector: Niccolo Guiao Project Location: 19406 69'Dr NE Jurisdiction: City of Arlington Krazan PM: JM Weather: Mostly Cloudy Temp: 40's F A Krazan representative visited the project site today for a reinforced concrete inspection. Truck Bin Foundations Upon our arrival today, the concrete subcontractor (Finishing Edge) had completely placed reinforcing steel and embed plated for the planned truck bin foundations. We verified the foundations' reinforcing steel for size, grade, count, spacing, lap and clearances. The foundations' reinforcing steel were adequately secured and supported to prevent significant movement during concrete placement. The embed plates locations in the foundations were verified by the contractor. In our opinion, the truck bin foundations' reinforcing steel conforms to provided plans (sheet S2 of 2) by the contractor titled, "Western Forest Product: Truck Bin Foundation" (by Sturdy Engineering) dated 12/5/18. While at site, we observed the concrete subcontractor place approximately 160 cubic yards of mix no. 0260A6C from Miles (from Everett). The concrete was placed using a pump truck and was mechanically consolidated. We performed temperature and slump tests of the sampled concrete. We cast two (2) sets of 4x8 cylinders with concrete breaks scheduled on 1/28/19 and 2/18/19 with a hold cylinder. Refer to concrete report nos. 18324CRO12119-NG-1 and 2 for concrete details. It should be noted that we were informed by the contractor that the permit number for this area of the project has not been issued. Thus, inspection was performed on the basis of provided plans and e-mail conversation with the engineer. IR Site Pictures This field report is for information purposes only. Superintendent/Representative: Technician:Niccolo Guiao �s N o m � U � 4303—1981h Street SW•Lynnwood,Washington 98036 •(425)485-5519•FAX(425)485-6837 With Offices Serving the Western United States i AUK�an&Associates. CONCRETE Inc. REPORT NO.: 09618324CRO12119-NG -1 Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 1/21/2019 CONTRACTOR: JR Abbott PROJECT M 09618324 PERMIT#: has not been issued. PROJECT: Arlington Renewal (NAS) INSPECTOR: Niccolo Guiao LOCATION: 19406 68th Dr NE JURISDICTION: City of Arlington KA P.M.: JM WEATHER: Mostly Cloudy TEMP: 40's Field Data Reported Batch DATA Concrete: X Other: — Cement Type Supplier:1 Miles Plant No.1 Everett Site Mix: Design Actual Slump Mix Air Unit Mix No 026OA6C Time Truck# Ticket# %Air Inch Tent (F) Temp F Wei ht Cem Los. 564 560 110:25aml C057 1 217399 -- 5.5 61 ° 40's -- F Ash tbs C,Agg Lbs 3/4:1550 1548 c Agg Lbs 3/8:300 298 C Agg Lbs Placement Area Send 1340 1334 Location: Truck Bin Foundation Water 250 233 AdnNxttre Glen:12 11.6 Adrnhau Pol 34 33 cAMAel: 0.5/C Air Ent 1.7 1.6 (Oz f cwt) Water Added On Job Site Remarks: The contractor placed the concrete using a pump truck and was (Gals) 10 mechanically consolidated. (10 cubic yards) Field Test ASTM Method Please Refer To Field Repot Number: 18324DFRO12119-NG C172 C143 C138 C1064 C231 Inspector:1 Niccolo Guiao C31 other Laboratory Data Design Strength:1 2500 @ 28 days Date Specimens Rec'd: 1/22/2019 Cyl. Test Field wt. Max Comp. Set Tested Birk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 -1 1/28/19 7 — 1 ASTM C109 -2 2/18/19 28 — 1 ASTM C617 -3 2118/19 28 1 — 1 ASTM C1231 -4 2/18/19 28 -- 1 ASTM C1019 -5 H — 1 OTHER Ej Test Results Remarks: Results Reviewed By:1 Date: Codes for Break Types: 1 1 2 3 4 5 6I Offices Serving The Western United States Concrete Report Effective 0222/2018 Lynnwood(425)485-5519•Poulsbo (360)598-2126•Tacoma(253)939-2500 The lnformahonprovidedon thsreportispmpmed lathe exclusneuse.f he dent.and may not be reproduced many lolmetwdhwt the when pmmksm of Me dienlend Km &Associates This report ind-les ourmstrador's observation and testing results based on site conddrons and whined orech,d-This informationissubled to review prior to find suanlrcd Bysigning this report,ourinspedardoesnot accept msponsibdily forvallddy ofrosults Theseneinfomlationhasbeenprpvidedbyohersonsde i<.�X_I CONCRETE &Ass o c i ate s, I n c. REPORT NO.: 09618324CRO12119-NG -2 Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 1/21/2019 CONTRACTOR: JR Abbott PROJECT#: 09618324 PERMIT#: has not been issued PROJECT: Arlington Renewal(NAS) INSPECTOR: Niccolo Guiao LOCATION: 19406 68th Dr NE JURISDICTION: City of Arlington KA P.M.: JM WEATHER: Mostly Cloudy TEMP: 40's Field Data Reported Batch DATA Concrete: X Other: Cement Type Ill I suppliel: Miles Plant No. Everett Site Mix: Design Actual Slump Mix Air Unit Mix No 0260A6C Time Truck# Ticket# %Air Inch lempi[F) Temp(F) VV�_iiilil Cem Lbs 564 561 112:15pnil C114 1 615020 1 5 1 55 ° 1 40's 1 F Ash lbs C Agg Lbs 3/4:1550 1548 C Agg.Lbs 3/8:300 300 C Agg Lbs Placement Area Sand lb- 1340 1340 Location: Truck Bin Foundation. Wale, 250 225 Autmxture Admixture Pol :34 34 Arinvxlure Accel: 0.5/C Air Ent 1.7 1.7 (oz/cwl t Water Added On Job Site Remarks: The contractor placed the concrete using a pump truck and was (Gals) 10 mechanically consolidated. (10 cubic yards) Field Test ASTM Method Please Refer To Field Repot Number: 18324DFRO12119-NG I C172 C143 C138 C1064 C231 Inspector:1 Niccolo Guiao C31 N Other Laboratory Data Design Strength:1 2500 @ 28 da s Date Specimens Rec'd: 1/22/2019 Cyl Test Field Wt Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 -1 1/28/19 7 2 ASTM C109 -2 2/18/19 28 2 ASTM C617 -3 2/18/19 28 2 ASTM C1231 -4 2/18/19 28 2 ASTM C1019 -5 H - 2 OTHER Test Results Remarks Results Reviewed By: ( Date: Codes for Break Types: 1 2 3 4 5 6 Offices Serving The Western United States Concrete Report Effective 0222/2018 Lynnwood(425)485-5519•Poulsbo(360)598-2126 •Tacoma(253)939-2500 The infonnationpmvided an this repodis prepared forth,,vGusrveusool the diem ,it may not be reproducedineny fo—t,Mout the vrtAlen penussim of the dimtand Kwai B Pssoades This repod indical,s Ow inspectors observation and testrog results based on Me muilftns andconlrectO rhWies Thisinbnnd,onissWtedtorenewpnortafindsubmitt9 Bysigning this report,our inspector does trot accept responsibility forvalidity of results Thosane ndonuaLon has been provided by others on site f;., I I MA v SP C 0 R P a R A T 1 0 N Civil Structural Date: December 7, 2018 Job No. 1614-033 FOUNDATION DESIGNS For Superior Systems Inc. Western Forest Products OFFICE COPY Baghouse, Cyclones, Truck Bin Foundations 19406 68th Dr. NE Arlington, WA CITY OF ARL L; ,'N t-TA 410 BUILDING DEPARTI'vIL-NT Building Code IBC 2015 APPROVED Seismic Design Category: D DATEIVIIV,110 BY_,k, Ss 1.065 g S1 0.414 g NO CHANGES AUTHORIZED Wind: 11 0-mph E 'B' UNLESS APPROVED BY THE Roof Snow/ Roof Dead: 25/1 0-psf BUILDING INSPECTOR Floor Live/ Floor Dead: N/A Required Soil Bearing: 1,500-psf Note: Sturdy Engineering Corporation does not assume any liability for elements that are not specifically addressed in this analysis. This report is valid only for the specific project shown above and herein. Any sheets, which are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendum). Contents: Page P��( L 5!'(/RO of W A Sty Seismic Data 1 - Baghouse Cyclone Foundations 2 - 3 Truck Bin Foundation 4 - 6 7 0. 4,0-.-(-'22G 11�11110N L Received Copyright SEC 2018 19, 4 7168 San Juan Hill Lane - Anacortes, Washington 98221 Phone: (360) 299-2511 Fax: (360) 299-2698 E-mail: sturdy@sturdycngineering.com _ .� � , ��; ,� .� ... _ . 1 .:r , , � , .��� i T ,L il�rh Ij����� �1~�. ��� �����- v�� �!�� �� �CJ�:.'�4�tM1i aWr+1JT� Western Forest Products 11/1/2018 ) Design Maps Summary Report Arlington,WA WM Design Maps Summary Report 1/6 User-Specified Input Report Title WFP Thu November 1,2018 21:22:15 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 48.1720N, 122.141°W Site Soil Classification Site Class D —"Stiff Soil" Risk Category I/II/III Stanwood, Ear:y HILL 1a>A1 RESEINATKIN RESEiQIY,nc N Arlington. 10 �. 'Warm Beach ARLiNr,r0l11 lirV'tdNt AIR PO R r -- 'uu! ) R6 5�R i'ATlDM .Granite Falls USGS-Provided Output Ss = 1.065 g S,s = 1.144 g Sos = 0.762 g Si = 0.414 g SN11 = 0.657 g Sol = 0.438 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. NICL+,t fb ponsc Spedmistl Des-un Response speclrmt LIM. t.37 OR] ITAa-• tC.. oh4 Its Ftdt Iili.I A u.Ll 1JA% 033 n iG ❑".3F. 17.3F It.IG It.11 LIJ}1 on, a_ , q,ln_ um asm 1-00 I'M JAQ 1W IFLi 1utl LIM rLv Liao. oft] rim 1.00 1.an `I tri Ira IRL1 110 plsiltll,.r(see) Nerind} i (sec) Although this information is a product of the U.S.Geological Survey,we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool Is not a substitute for technical subject-matter knowledge. https:/iprodOl-earthquake.cr.usgs.gov/designmaps/us/Summary.php?template=minimal&latitude=48.172&longitude=122.i 4l&siteclass=3&riskcgitegor.. 111 3 Western Forest Products Arlington,WA 216 S it 5.0417 tt F -- n a iri a U c � "o t A 10.0142 it �' 1 3 a 5 6 Western Forest Products Arlington,WA 3/6 STURDY ENGINEERING CORPORATION GARY STURDY BaghouseCyclone.vfp Friday, November 2, 201811:43 AM Project Settings :Building Code Load Combinations: ASCE 7-16 ASD ASCE 7-16 LRFD Safety Factors: Load Type Checked:Service Level Loads Uplift F.S.= 1.5 Overturning F.S.-2 Sliding F.S.= 1.5 No seismic loading Sliding Criteria: Additional Resistance X:0 lb Additional Resistance Y:0 lb Passive Pressure:0.00 psi Friction Coefficient:0.5 Soil Criteria: Allowable Dearing: 10.4 psi Analysis Information: Concrete E Factor: 1 Area Uniform Loads 4rea Service Case Uniform Pressure Moment-X Moment-Y I Center Type psi lb-in lb-in -1.21E+003 0.00; 0.00 (2.5,2.5,0 in) IRectangular Tube 'N.A. D -1.21E+003 0.00 0.00 (2.5, 157,0 in) Rectangular Tube N.A. D -1.21E+003 0.001, 0.00;(157,2.5,0 in) Rectangular Tube N.A. D -1.21E-r-003 0.00 i 0.00 (157,157,0 in) Rectangular Tube N.A. (W+Z 800.00 0.001 0.00 (141,15,0 in) Rectangular Tube N.A. SW+Z -800.00 0.00 0.00 (141, 141,0 in) Rectangular Tube N.A. IW+Z 800.001 0.00 0.00i(15, 15,0 in) Rectangular Tube N.A. ':W+Z 800.00 0.00 0.00`(15, 141,0 in) Rectangular Tube Design Summary I Boundary Exists Model OK Load Status(Z cases) Stability Unity:0.71 OK?Yes (unity=0J1) Soil Bearing OK?Yes (unity=0.47) Slab Flexure OK?Yes (unity=0.97) Slab Shear OK?Yes (unity=0.37) Maximum Bottom X-reinforcement required:0.19 inA2/ft Maximum Bottom Y-reinforcement required:0.19 inA2/ft Maximum Top X-reinforcement required:0.19 inA2/ft Maximum Top Y-reinforcement required:0.19 inA2/ft Slab Flexure Design: by Slab Boundary Result Case Location Mu d As Regd/ft Suggested Reinf in-lb/in in 1n1,2 :'Footings :4. 1.2D+W+L+0.5Lr>>+Z lop X 8114.79 15.25 0.19 #4 @ 12-In o.c. Soil Bearing Capacity Combination Name Location Pressure Average Value Unity psi psi 1.D +16.5,-16.5 In) 4.92, 3.38 0.47 7.0.6D+0.6W»+Z (-8.5,79.8 in) 0.77: 1.90 0.07 VisualFoundation 9.00.0002 www.lesweb.com Page 1 of 1 .1./Ms E 0 a LL vQ � 0 N i �1I+I+1 1 1 Western Forest Products Arlington,WA 5/6 STURDY ENGINEERING CORPORATION Gary Sturdy Conveyor Foundation.vfp Thursday, November 29, 2018 4:07 PM Project Settings Building Code Load Combinations: ASCE 7-16 ASD ASCE 7-16 LRFD Safety Factors: Load Type Checked:Service Level Loads Uplift F.S. = 1.5 Overturning F.S. =2 Sliding F.S. = 1.5 Seismic Data: Occupancy Risk Category:II Seismic Design Category:A Spectral Acceleration SDS:0.15 Overstrength(Omega)X: 1,Y: 1, Z: 1 Redundancy(Rho)XA,Y: 1,Z: 1 Sliding Criteria: Additional Resistance X:0 K Additional Resistance Y:0 K Passive Pressure:0.0000 psf Friction Coefficient:0.5 Soil Crlterla: Allowable Bearing: 1500 psf Analysis Information: Concrete E Factor: 1 Area Uniform Loads 4rea Service Case Uniform Pressure Moment/, Moment-Y Center Type psf K-ft I K-ft N.A. D -504.0000 0.0000= 0.0000(6,3.5,0 ft) Rectanular N.A. D -504.0000 0.00M 0.0000(18.542,3.5,0 ft) Rectanular N.A. D -504.0000 0.0000 0.0000(21.125,3.875,0 ft) Rectanular N.A. D -504.0000 0.0000 0.0000(37.208,3.875,0 ft) Rectanular N.A. D -504.0000 0.0000 0.0000(56,3.875,0 ft) Rectanular N.A. D 504.0000 0.0000 0.0000(34.625,3.875,0 ft) Rectanular N.A. E+Z -19281.6000 0.0000 0.0000(37.208,3.875,0 ft) Rectanular N.A. E+Z -16128.0000 0.0000 0.0000(6,3.5,0 ft) Rectanular N.A. E+Z -15321.6000 0.0000 0.0000(21.125,3.875,0 ft) Rectanular N.A. E+Z 504.0000 MOM 0.0000(18.542,3.5,0 ft) Rectanular N.A. E+Z 15321.6000 0.0000 0.00001(34.625,3.875,0 ft) Rectanular N.A. E+Z 19281.6000 0.0000 0.0000(56.708,3.875,0 ft) Rectanular N.A. E-Z -19281.6000. 0.0000 0.0000(56.708,3.875,0 ft) Rectanular N.A. E-Z -15321.6000 0.0000 0.0000(34.625,3.875,0 ft) Rectanular N.A. E-Z -504.0000 0.0000 0.0000(18.542,3.5,0 ft) Rectanular N.A. E-Z 15321.6000 0.0000 0.0000(21.125,3.875,0 ft) Rectanular N.A. E-Z 16128.0000 0.0000 0.0000(6,3.5,0 ft) Rectanular N.A. E-Z 19281.6000 0.0000 0.0000(37.208,3.875,0 ft) Rectanular VisualFoundation 9.00.0002 -1� www.iesweb.com Page 1 of 2 Western Forest Products Arlington,WA 6/6 STURDY ENGINEERING CORPORATION Gary Sturdy Conveyor Foundation.vfp Thursday,November 29, 2018 4:07 PM Boundary Exists Model OK Load Status(3 cases) Stability Unity:0.98 OK?Yes (unity=0.98) Soil Bearing OK?Yes (unity=0.64) Slab flexure OK?Yes (unity=0.99) Slab Shear OK?Yes (unity=0.20) Maximum Bottom X-reinforcement required:0.65 in^2/ft Maximum Bottom Y reinforcement required:0.65 inA2/ft Maximum Top X-reinforcement required:0.65 in^2/ft Maximum Top Y-reinforcement required:0.65 inA2/ft Shear Design Plate Result Case Direction Vu �Vc Unity Check Details K/ft K/ft 'Foundation Slab-P266 6. 1.2D+E+L+0.2S»-Z X -0.0379 51.0188 0.0007 d in, Reference: AQ 8.5.3.1 d=56.563 in, :Foundation Slab-P417 �6. 1.20+E+L+0.2S»+Z X 9.9348 50.9063 0.1952 Reference:AQ 8.5.3.1 Slab Flexure Design: by Slab Boundary Result Case Location MU d As Regd/ft l Suggested Reinf ft-K/ft in inA2 ;Foundation Slab 16.1.2D+E+L+0.2S»-Z ,Top X 29.2929, 56.6875 0.6480 it7 @ 11-in o.c. Soil Bearing Capacity Combination Name Location Pressure Average Value Unity PSI` (JSf '8.D+0.7E»-Z ;(62,6.5 ft) 1288.7718 717.8196 0.6444 10.0.6D+0.7E>>+Z (59.113,4,3458 ft) 0.3892i 500.8210 0.0002 Overturning Stability Combination Name Side Overtuming Moment Resisting Moment Actual All K-ft K-ft Safety Factor Safety Factor i 1 D VO03->VO04(31,6.5,0 3.2462 1156.5524 356.2829 2.0000 A) 10.0.6D+0.7E»-Z ;V002->V003(62,3,0 ft) 3518.4508 7159.6118 2.0349 2.0000 VisualFoundation 9.00.0002 E www.iesweb.com Page 2 of 2 S On P9ni93ad z rs tpooe fl.fD[ af°F COMM 9N1100331V7d 01OW3 wiY l oad 31V7d 0301/U3 3N077dJ/35nOH9H8 5 3 3N07JAD135nOH9V9 7VJ/dA1 „o-,t=./[ V NOU:)35 ® g T#71V130 9N11004 3903 03NNn1-NMOO 0 NOIJ 93S w T7NO,faffv7d0iDN 9IIMV U7YI Call"muYL,m0.K imam CM fzMPAA,I/YM:910N FIN R C. s,Suva QN3,n, Irk � .Z-.[— kYW a/°.Zr f97NUl IN -FT ID � •�W h .rr �p. 7 � •fir[ � $ I ' 14 C dAld1UFILMfnD I. ,k.tr.9 N X UV?Ji Ltl AfMi[111 I Litt lltl13U33A1 I ° p 3/V12 01 Q3P13m ►OM71M'll�' d'��{ 1U$3 I a/o�R'YMA ON3,11 1 Z m aoYLN3➢m.•/.lr/ r, ^F du r � dA1 N✓]rAMfl W1L9 vdQ1 m/31xvW1 J/9.ZT eAt oM.?raw G00YL ONoi.6A6 n" A d 0113, .F f'?t � 9ftl N30 nYON.6Lvdn.r,rd.K Ui/� azY7d OaDWa 05.11SK [l y r� 2J=3dSNI JNIal1ns ° 3Hl AS a3AMlddV SS3lNn a3ZlUGHinv S3JNdH0 ON �3ivcl Z� a GaAOUddV 1N3NBtJVd3a JNlalins - - MOIL-DNIZuv 30 AZIo 7� N0I1VONnOd 3SnOH 9V8 N011VONn03 3NO7JAJ LA la �Wc!SY dA[ d.(1 dAl dA! d4L dL1 M AVA1V3a/0„ZT&5rV#/M 1 "UAVM V3 a/O. 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WWOO xO h , �i .Z_7 � � � 3ALLtlN 03BtllLLSION/I 4 �' N •� •l ldu1N 3dx1�D In �.r[., 9rY SOOx.K B-,h M.d(fl BIAOJ 000 9 pS `� /M!WQLIOB 9 (AV3 M'lld 3lndoaew3.s-,r•.s,rny, 9 \d=VdWMWV9m .z/r9,e1 y 1 %7-,re T du WO11O99 dCU .M.1r&VVeRZd N3N Nw f31xVA niO] 0 .z/re-.L9 o� N p tr 4 NOTICE OrU[cD TO PERMITEE AND/OR OWNER ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ZAPPROVED PERMIT#:2Z t: LOT#: DATE. JOB ADDRESS: C = TYPE OF INSPECTION: Cl NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH`CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH API'I,'()\'I:D PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION: $50 REINSPECTION FEE (PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION i L�I I► lei i u it 1 THE ACTIONS OR CORRECTIONS INDICATED ABOVEARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-34/17 INSPECTOR 04BUILDING DEPT. O PLANNING DEPT. CITY OF ARLINGTON • David Garcia To: Kevin Olander Subject: Western Forest Products - Arlington Operations Permit#2308 Attachments: WFP Soils Evaluation.pdf,WFP S2 Foundations Rev 2.pdf Kevin: Attached are updates for the truck bin and Negative Air System foundation details. Please update your file. Kind g , v- G cia ions Manager, Arlington Tel 604-648-4638 DGarcia@westernforest.com westernfo rest.corn 0000 A& pWestern Forest Products DEFINING A 441GH5R STANDARD NOTICE: OF CONFIDENTIAL TRANSMISSION. This message and any accompanying attachments are intended only for the intended recipient named above and may contain information that is privileged and confidential and protected by copyright. Any dissemination, distribution, copying or action taken in reliance on this email or any accompanying attachments by anyone other than the intended recipient is prohibited. If you are not the intended recipient, please notify us of the error in communication by return e-mail and destroy all copies of this communication and any accompanying attachments without using or disclosing them. Thank you. Received JAN 2 2 2019 ff STURDY ENGINEERING l O R P O R A T 1 O N Civil • Structural January 20,2019 Evaluation of soils at Western Forest Products Site Truck Bin, Cyclone and Bag House Foundations 19406 68t'Dr. N.E.Arlington, WA Excavation for the subject foundations was completed by Taylor Excavators using a track back-hoe. Material was being loaded onto dump trucks and removed from site. Truck Bin Foundation Upon arrival most of the excavation for the truck bin foundation was complete. Depth of excavation was nearing 48-in. At the base the materials were a gravelly coarse sand with a few cobbles and few fines. The material, due to lack of fines was easy to probe to a depth of 6-in to 9-in. The excavated side walls formed well with little stuffing. The side walls of the excavation did sluff slightly during a test run of the large vibratory roller at the bottom of the excavation. The vibratory roller did not appreciably increase the density of the native material. No further rolling is required. Cyclone & Bag Hose Foundations The excavation for the cyclone and bag house foundations were completed to a depth of 18-in below existing asphalt levels. The materials at the excavated depth consisted of gravelly coarse sand and few fines. The material, due to lack of fines was easy to probe to a depth of 6-in to 9-in. A large vibratory roller made 2-passes over the excavated materials as a trial run. Probing yielded less than 6-in depths. The 18-in excavation depth appears to adequate to reach stable native material. I did not observe of the compacting of the subgrade and proof rolling. Instructions to the contractor (Taylor Excavators) and Kenneth Dawson (Abbott Construction)were given prior to departure. Compaction requirements are as follows: Once excavated to depth it was requested that the subgrade be compacted using the onsite vibratory roller. Requirements included three passes over the subgrade at a maximum speed of 2-mph. Upon completion of the compacting proof roll the subgrade with a loaded dump truck. Minor indentations into the subgrade of 2-in is acceptable. Greater rutting is an indication of unsuitable underlying soils. These soils shall be over-excavated. If the excavation is 1-ft depth or less, back-fill with gravel borrow and compacted in 8-in loose lifts. Over-excavations of greater than 1-ft depth shall be backfilled with 2- in x 4-in quarry spalls to a depth 1-ft below subgrade. Then filled with gravel borrow and compacted in 7I68 San Juan Hill Lane a Anacortes,Washington 98221 • Phone: (360) 299-251 l • Fax: (360) 299-2698 ' E-maii: sturclyCLsturdyengineei•ing,com Western Forest Products Soils Evaluation 19406 68t'Dr. NE Arlington,.WA Page 2 - 8-in loose lifts. The over-excavation requirements are for the foundation area and under any paved areas. Native gravelly coarse sand or gravel borrow can be placed to bring the subgrade to proper.elevations. Imported material shall-compacted in 8-in loose lifts with the vibratory roller following-the requirements listed above. Conclusions: The gravelly coarse.-sand material found at subgrade has a bearing capacity of 3,000=p8f. Original designs were based on 1,500-psf allowable bearing. LL STjjNV \IV +� r v �r s%'/0NAL `�U c� !2 m» om Fn2 \ fill § \A \ | ( . | §� �! | � «� ] {} ( 2 2;0 \�\2 � § $ ^ @ « �m /§BTr ] / ., h - (�( � |/ a C= t\ � § � 1411 � o_-CYCLONE FOU_m. . °— , * __F_,__ 26 \ } gPW. s em �" 1 ©- s »r �clEmN . d _ �.■ ,__Dn H __.__M . , ® _ .|liv, � 5 '2 ® _® _ 2 ~ _. -= KraZan & ASSOCIATES GEOTECHNICAL ENGINEERING • ENVIRONMENTAL ENGINEERING CONSTRUCTION TESTING & INSPECTION FORENSIC INVESTIGATION FIELD REPORT Report No.: 09618324DFRO 12119-NG Date: January 21,2019 Contractor: JR Abbott Project No.: 096-19324 Permit No.: has not been issued. Project: Arlington Renewal (NAS) Inspector: Niccolo Guiao Project Location: 19406 68'Dr NE Jurisdiction: City of Arlington Krazan PM: JM Weather: Mostly Cloudy Temp: 40's F A Krazan representative visited the project site today for a reinforced concrete inspection. Truck Bin Foundations Upon our arrival today, the concrete subcontractor (Finishing Edge) had completely placed reinforcing steel and embed plated for the planned truck bin foundations. We verified the foundations' reinforcing steel for size, grade, count, spacing, lap and clearances. The foundations' reinforcing steel were adequately secured and supported to prevent significant movement during concrete placement. The embed plates locations in the foundations were verified by the contractor. In our opinion,the truck bin foundations' reinforcing steel conforms to provided plans (sheet S2 of 2) by the contractor titled, "Western Forest Product: Truck Bin Foundation" (by Sturdy Engineering) dated 12/5/18. While at site, we observed the concrete subcontractor place approximately 160 cubic yards of mix no. 0260A6C from Miles (from Everett). The concrete was placed using a pump truck and was mechanically consolidated. We performed temperature and slump tests of the sampled concrete. We cast two (2) sets of 4x8 cylinders with concrete breaks scheduled on 1/28/19 and 2/18/19 with a hold cylinder. Refer to concrete report nos. 18324CRO12119-NG-1 and 2 for concrete details. It should be noted that we were informed by the contractor that the permit number for this area of the project has not been issued. Thus, inspection was performed on the basis of provided plans and e-mail conversation with the engineer. ., .►. ss� 0 Site Pictures This field report is for information purposes only. Superintendent/Representative: Technician:Niccolo Guiao m N o > c-%a U 4303—198"'Street SW•Lynnwood,Washington 98036•(425)485-5519•FAX(425)485-6837 Z With Offices Serving the Western United States KXazCONCRETE �Y� xll &Associates. Inc. REPORT NO.: 09618324CR012119-NG -1 Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 1/21/2019 CONTRACTOR: JR Abbott PROJECT#: 09618324 PERMIT#: has not been issued. PROJECT: Arlington Renewal (NAS) INSPECTOR: Niccolo Guiao LOCATION: 19406 68th Dr NE JURISDICTION: City of Arlington KA P.M.: JM WEATHER: Mostly Cloudy TEMP: 40's Field Data Reported Batch DATA Concrete: X Other: - Cement Type Supplier: Miles Plant No. Everett Site Mix: Design Actual Slump Mix Air Unit Mix No 0260A6C Time Truck# Ticket# %Air Inch Temp(F7 Te Wei ht Cem Lbs 564 560 10:25am C057 217399 5.5 61 ° 40's — F Ash lbs. C Agg Lbs 3/4:1550 1548 C Agg,Lbs 3/8:300 298 C Agg Lbs Placement Area Sandlbs 1340 1334 Location: Truck Bin Foundation. water 250 233 Admixture Glen:12 11.6 Admixture Pol :34 33.6 Achrsxture Accel: 0.5/C Air Ent 1.7 1.6 (OzIcwt) Water Added On Job Site Remarks: The contractor placed the concrete using a pump truck and was (Gals) 10 mechanically consolidated. (10 cubic yards) Field Test ASTM Method Please Refer To Field Repot Number: 18324DFRO12119-NG C172 C143 C138 C1064 C231 Inspector:1 Niccolo Guiao C31 Other Laboratory Data Design Strength: 2500 @ 28 days Date Specimens Rec'd: 1/22/2019 Cyl, Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 -1 1/28/19 7 — 1 ASTM C109 -2 2/18/19 28 — 1 ASTM C617 -3 2/18/19 1 28 1 — 1 ASTM C1231 -4 2/18/19 28 — 1 ASTM C1019 -5 H — 1 OTHER Test Results Remarks: Results Reviewed By:1 Date: f Codes for Break Types: 1 2 3 4 UUU 5 LLLddd 6 Offices Serving The Western United States Concrete Report Effective 02/22/2018 Lynnwood(425)485-5519•Poulsbo(360)598-2126•Tacoma(253)939-2500 The information provided on this repod is prepared for the exclusive use of me dent and may not be reproduced in any form t vrMou(the vrtNen permission of the donl and Krazai B Associates This report lndceles our inspedor's observabon and lasing results based on sAe wnddrons andcoMradorectiydies This Information is subjI revioapiorlo find submittal By signing this repot,ourinspectordoes not accepmsponsmdhty forvaudlNofmsune The same information has been provided by oft, m K'� CONCRETE�t1 &Ass o c i ate s, Inc. REPORT NO.: 09618324CRO12119-NG -2 Geotechnical Engineering•Environmental Engineering Construction Testing and Inspection DATE: 1/21/2019 CONTRACTOR: JR Abbott PROJECT#: 09618324 PERMIT#: has not been issued. PROJECT: Arlington Renewal(NAS) INSPECTOR: Niccolo Guiao LOCATION: 19406 68th Dr NE JURISDICTION: City of Arlington KA P.M.: JM WEATHER: Mostly Cloudy TEMP: 40's Field Data Reported Batch DATA Concrete: X I Other: -- Cement Type Supplier: Mlles Plant No. Everett Site Mix: Design Actual Slump Mix Air Unit Mix No 0260A6C Time Truck# Ticket# %Air Inch Temp(F) Temp F Wei ht Cern Lbs. 564 561 112:15pml C114 1 615020 1 5 55 ° 40's F Ash tips C Agg Lbs 3/4:1550 1548 C Agg Lbs 3/8:300 300 C Agg Lbs Placement Area Send Has 1340 1340 Location: Truck Bin Foundation- water 250 225 Admxture Admixture Pol :34 34 AMwxha: Accel: ArEnt 1.7 1.7 (Oz/cwt ) Water Added On Job Site Remarks: The contractor placed the concrete using a pump truck and was (Gals) 10 mechanically consolidated. (10 cubic yards) Field Test ASTM Method Please Refer To Field Reoot Number: 18324DFRO12119-NG C172 C143 C138 C1064 C231 Inspector:1 Niccolo Guiao C31 Other Laboratory Data Design Strength: 2500 @ 28 days Date Specimens Rec'd: 1/22/2019 Cyl. Test Field Wt. Max Comp. Set Tested Brk Test Method Code Date Cure Age Dia. Area # Load Strength # By Typ ASTM C39 -1 1/28/19 7 2 ASTM C109 -2 2/18/19 28 — 2 ASTM C617 -3 2/18/19 1 28 1 -- 2 1 STM C1231 -4 2118/19 28 2 ASTM C1019 -5 H -- 2 OTHER Test Results Remarks: Results Reviewed By: Date: Codes for Break Types: 1 1 N2A 3 4 5 6 Offices Serving The Western United States Concrete Report Effective OW2/2018 Lynnwood(425)485-5519•Poulsbo(360)598-2126 •Tacoma(253)939-2500 The information r—riadon this repodis prepared forhe ettolusiveuse ofhe dienCend may not be reproduced in any fometwAhoutthe wnden permission of he dlentend Krazan B Aesociales This report mdrcxles ewmspectefsoth—shon aM testmg results based on site candNons andeenlrectorachAos This information is subject to review priorto find submittal By signing this report,our Inspector does not accept respons th,for vatiddy of results Thesanemformahonhasbeenpr ,dWbyohersonsdo C�"Y Off, COMMERCIAL APPLICATION PERMIT SUBMITTAL ING1 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. Owner: � � N /��Czr �:�1/l-lam Date: I hereby certify that the at)fve information is correct and that the construction on, and the occupancy and the use of the above-described property will be in acc rcance with the laws, rules and regulation of the State of Washington. p cants ignature Print Ap icants Name Date Received FOR STAFF USE ONLY DEC 11 2018 1 Permit# A c ed y Amount Received Receipt# Date Received REV 2015 Page 9 of 9 i �� Y COMMERCIAL APPLICATION PERMIT SUBMITTAL IN 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 BYA COMMERCIAL APPLICATION SUBMITTAL CHECKLIST AND AN OCCUPANT'S STATEMENT OF INTENDED USE. Name of Project: �4&Z5, 7V-7 At VI SIVIl Valuation: -S-VD,IV u Project Address: �L[ VjrR" 14/q 41 I Parcel ID#: Legal Description Owner: /l�C���IJ` /��LCni ���UG/3 Phone Number: 333 -66—S S Address: hwy, City:_&&A,,�IjA-j State: Zip Code Engineer: 6 S/1J"t ��%(/, Phone Number: _ Cell Phone: E-mail: Sj'?/, y S/yl�`�[°t'l.�•i�t,�Y.l�il • Gc Address: R! j$ S411V L7091-� 1411- _City:_ AV4444•!Z­,5- State:. &4 4 _ Zip Code: (4A/Cq G General Contractor: ��&144Y, �yy`z,,ail� Wl.�t�' ��Ll Phone Number: Cell Phone: _ _ E-mail: 511 VZ.0 S 1A�e . w-ei Address:1357NO ,►uUrfzv i= City: State:State: _( /� Zip Code: 9�fZ r 3 Contractor's License Number:_ SUP 14& /2�b 6) �� Expiration: jfVi, 2402-0 Contact Person: i Phone Number: Cell Phone: 373-005i E-mail: t'4 7 �'fST w /vvzc r aGd►tiI Address: �94�Ul� �' (,vc I✓C U_E City: ,Lle—,N State: A/4 Zip Code: &,L2 3 _dYProposed Scope of Work: U�7)>'/ /V ;'i�)1✓� � J�� // REV 2015 Page 6 of 9 Y COMMERCIAL APPLICATION PERMIT SUBMITTAL ��i f vG10 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 2015 Page 5 of 9 COMMERCIAL APPLICATION lvGlp PERMIT SUBMITTAL Department of Community& Economic Development City of Arlington • 18204 59th Ave NE•Arlington,WA 98223 • Phone(360)403-3551 Project Name/Tenant G!/lmy" )/ -ce-:7; 44hy,'i-< - Site Address PA/ Ctp [68 &Itlt- V-,e . &!'iQRJ,-/ W4 Bldg/Unit/Suite IBC Construction Type �t� S // IBC Occupancy Type /�1 F,Z Description of Use � ve Ad, s5VSi7M' 77ti� Building Square Footage ,-hW F,^ Number of Stories Square Footage Per Floor la-wh foi4i -zyalc ga-f--r = A s7c --kor—r Will there be any installation, modification or removal of the following? (Check all that apply) .r 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 ��abb,�osvyechecked items: -F I ' 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 2015 Page 7 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 Name of Project: �� iJ � Project Address: &,o�! ,4pt i 1414 AP12 3 Special Inspection Firm: Xe �&A '�/� �)Z-V , aVele;Y 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 2015 Page 8 of 9 COMMERCIAL APPLICATION PERMIT SUBMITTAL ING`o 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 0 Two (2) Structural Drawings El 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(360)403 3551 or by email to ced(a)arlingtonwa.goy. I acknowledge that all items designated above are included as part of this application. Deceived REV2015 Page 1of9 DEC 1 y 2018 COMMERCIAL APPLICATION 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 International Plumbing Code(IPC) 7 2015 International Property Maintenance Code(IPMC) 8 2015 International Existing Property Code(IEBC) 9. 2015 Washington State Energy Code(WESC) 10 2009 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washinaton 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: 85 miles per hour(Exposure C) Ground Snow Load: 25 pounds per square foot Seismic Zone: D2 Rainfall: 2 inches per hour for roof drainage design. Frost Line Depth: 12 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 2015 Page 2 of 9 G.�Y 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. ❑ 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. ARCHITECTURAL DRAWINGS 1. ❑ 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 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 2015 Page 3 of 9 Y Ol' COMMERCIAL APPLICATION PERMIT SUBMITTAL IN 1O 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 118"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. 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. 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 2015 Page 4 of 9 4 I BN• in Gav Q a _T— r"— UM� � W VMN r I I 1 ]"PEEPMEENSAWLVTS mole I 1 A A I -- a ASIM L_ B"CONC SLAB ON GRADE I E I _ W/N4's @ 12"a/c EA WAY TYP 1 B"CONC BON GRADE - 8"LONG SLAB ONBR 4L' B B W/N4's @ 1 0/e EA WAY TYP w/N4'1 @ 12"O/C EA svAv ryp m= — _ I J 1 I I I I I 1 LLL-�I--� LA----- ---- ------------------- s0: w W TYP Tye lYP TYP CYCLONE FOUNDATION BAG HOUSE FOUNDATION /"=1'-0 P' „'• d a a z Za >+d�x �'aa^so eMBenPLATe �� � w/!al Lif"m J'-1'VFAf 9'NONIZ. OENTBof)SA38 2 'A•EMBE07U7F p,HgR561'LONO MNrJ3"a/c � 3" L Ji'c,1IMANJ E/W10P&BTTM L (MM7EM'71T II` 'ol SEENTAILLEF7UENO BAN,II I I m III T3"P @' NO (WJj E%lOyEL0 BTE0M7 PAOToF aT(NOb s7"d 12'.A `�1LII1J�IIII 1. F s ^bN b BUNM NOLc'TYP i m _ a ^� T�— � a VEND BARS MLotasyJ2'.An7AN N NN YA S RT�NBN7tOn WRN FILLET8PLUG WW PER SECTWN Lp C{' 0 H SECTION B _ DOWN-TURNED EDGE FOOTING DETAIL#1 SECTION , TYPICAL BAGHOUSE/CYCLONE 1< BAGHOUSE/CYCLONE _! EMBED PLATE � a G ArAr EMBED PLATE FOOTING "_1,-e„ ao.ha ou141411 Oats Ilo1.11 JeEJ 567,-11 Meet 51 OF 2 Received DEC 11 2018 ZN 6 S S 56'-0i/Z CLNAIMNUNEVARIES 37.71/' r. 7137 7 p PfRPWI TOP A Somm Tw NDIST I � I S1n9lM'CC)MPACTEO �^ Y,'/Y-S'xl'-9"EMBEO PLATE l/l FIL4 R•'r 17"o/r E/YV (7DP&BOIIOM)O J`rDVPR 14 y.'.1'.H yj"RODS A36 Vl L¢¢y m iYi m 7q �ENOLEI � � � 3S3 k', w UORco RBEDNA HLL t OR COMPACLED FIL m..l � S ,�., ,9, {� /AOTE:6URN�Y"�NOIFTO INSERT'YT flOO SECTION C-C :`�� "'•� 's f`�"► 6 �o ems` n 7'OEEI..1RW LUTS r Ln sub.zdWc N- :7 M7ll'dr E/W $$ CONT.REINF.CO NC yS f-0UNOA7ION O 7ri %'EMREO PLATE N •TT 1 �` T T TOPANO BOTTOM Z at { 6 a r (4) ROD'U6 d Z Q t �o 71/,f3'-6' T•7• 19'-6" 6' 1,-l• Y-5' B24'/Y' TRUCK BIN FOUNDATION n( DETAIL N2 °"'1`0" TYPICAL TRUCK BIN o EMBED PLATE z = IOL Ln m ro F � ftjpd(D W. am af-Bl7 - h L7716#" We tld5•l8 job. 1616-f3 Smm* S2 OF 2 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:19406 68th Dr NE Permit#:2308 Parcel#:31051400300200 Valuation:500000.00 OWNER APPLICANT CONTRACTOR Name:WESTERN FOREST PRODUCTS US Name:David Garcia Name:Superior Systems LLC Address:800-1055 W GEORGIA STREET Address:19406 68th Dr NE Address: 13576 Bayview Edison Rd City,State Zip:VANCOUVER,BC V6E3P3 City,State Zip:Arlington City,State Zip:Mount Vernon,WA 98273 Phone: Phone:3603330688 Phone:360-466-1234 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name:Superior Systems Name: Address: 13576 Bayview Edison Rd Address: City,State,Zip:Mount Vernon,WA 98273 City,State,Zip: Phone:360-466-1234 Phone: LIC M SUPERS*196Q5 EXP: 08/10/2020 LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Commercial Mechanical CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OCCUPANCY HAS BEEN GRANTED. IBCI l0/IRC110. SALE.' TICE:Sales tax relati g construction and construction materials in the City of Arlington must be reported on your sales tax return form -n •odcd fArlington#3101. /�Y/ i -lure Pri t Name Date Released By Da CONDITIONS Adhere to approved plans. Please call for final inspection. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 12/17/2018 Mechanical Permit Base Fee $4,671.43 12/17/2018 Mechanical Plan Review Fee $3,036.43 12/17/2018 Processing/Technology Fee $25.00 Total Due: $7,732.86 Total Payment: $0.00 Balance Due: $7,732.86 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 STURDY ENGINEERING C O R P O R A T ] p nr Civil Structural Date: December 7, 2018 Job No. 1614-033 FOUNDATION DESIGNS For Superior Systems Inc. Western Forest Products Baghouse, Cyclones, Truck Bin Foundations 19406 68th Dr. NE Arlington, WA Building Code IBC 2015 Seismic Design Category: D Ss 1.065 g S, 0,414 g Wind: 110-mph Exp 'B' Roof Snow/ Root Dead: 25/10-psf Floor Live/ Floor Dead: N/A Required Soil Bearing: 1,500-psf Note: Sturdy Engineering Corporation does not assume any liability for elements that are not specifically addressed in this analysis. This report is valid only for the specific project shown above and herein. Any sheets, which are not bound to the original complete set are not valid and shall not be used (excluding authorized, stamped addendum). Contents: Page �: R� L 5`1-v� Seismic Data 1 - CAP of WAso, Baghouse Cyclone Foundations 2 - 3 ,� Y 0; Truck Bin Foundation 4 - 6 Q,.. 4 . ,22603 �, 4 Received AL c,No f)f �. k 1 1_ ,,, Copyright SEC 2018 ,. . f�;f/CJIA�� 7168 San Juan Hill Lane • Anacortes, Washington 98221 • Phone: (360) 299-251 1 • Fax: (360) 299-269 E-mail: sturdy@sturdyengineering.com 11/1/2018 Design Maps Summary Report Western Forest Products Arlington,WA .USGS Design Maps Summary Report 1/6 User-Specified Input Report Title WFP Thu November 1, 2018 21:22:15 UTC Building Code Reference Document 2012/2015 International Building Code (which utilizes USGS hazard data available in 2008) Site Coordinates 48.1720N, 122.141°W Site Soil Classification Site Class D — "Stiff Soil" Risk Category I/II/III S tan WOOC� -' . EBF1� Nltt I� AN �LLA6IlA�t 15H RE3 EWATION r I RE5Ei41'IRiipfl� � i Arfirngtori 1O 'Warm Beach 0'• +ARLWriiTiONArI WAIRPggr SER DO ,Granite Falls USGS-Provided Output Ss = 1.065 g SMs = 1.144 g Sos = 0.762 g Si = 0.414 g SMS = 0.657 g Sol = 0.438 g For information on how the SS and S1 values above have been calculated from probabilistic (risk-targeted) and deterministic ground motions in the direction of maximum horizontal response, please return to the application and select the"2009 NEHRP"building code reference document. NICER Respans+.Spectrum Desiign Response Spectrum LIM LIM Lai -- 1 raz - n.l� - LLi1[i - n4 nitl - W r),Jt r - J r7 i1 - n fir, ny1 0,12 IlM - uu nr5 ns, �iJp ot.i r).j Irn 1,n Iao Isn. I �m nm n1r oau, otu 2FTJ Irxi I.sr Ikl IL3 JAI I'arihd,T la+e) PeriiW,T Ism) Although this information is a product of the U.S.Geological Survey, we provide no warranty,expressed or implied,as to the accuracy of the data contained therein.This tool is not a substitute for technical subject-matter knowledge. https://prod01-earthquake.cr.usgs.gov/designmaps/us/Summary.php?template=minimal&latitude=48.172&longitude=122.141&slteclass=3&riskcategor... 1/1 Western Forest Products Arlington,WA 2/6 sfl 5.0417n H O n 10.0 2 fl ti- �� 4 s Western Forest Products Arlington,WA 3/6 STURDY ENGINEERING CORPORATION GARY STURDY BaghouseGyclone.vfp Friday, November 2, 2018 11:43 AM Project Settings Building Code Load Combinations: ASCE 7-16 ASD ASCE 7-16 LRFD Safety Factors: Load Type Checked:Service Level Loads Uplift F.S.= 1.5 Overturning F.S. =2 Sliding F.S. = 1.5 No seismic loading Sliding Criteria: Additional Resistance X:0 lb Additional Resistance Y:0 lb Passive Pressure:0.00 psi Friction Coefficient:0.5 Soil Criteria: Allowable Bearing: 10.4 psi Analysis Information: Concrete E Factor: 1 Area Uniform Loads Area Service Case Uniform Pressure Moment-X Moment-Y Center Type psi lb-in lb-in N.A. D -1.21E+003 0.00 0.00 (2.5,2.5,0 in) Rectangular Tube N.A. D -1.21E+003 0.00 0.00 (2.5, 157,0 in) Rectangular Tube N.A. D -1.21E+003 0.00 0.00 (157, 2.5,0 in) Rectangular Tube N.A. D -1.21E+003: 0.00 0.00 (157, 157,0 in) Rectangular Tube N.A. W+Z -800.00 0.00 0.00 (141,15,0 in) Rectangular Tube N.A. W+Z -800.00 0.00 0.00 (141, 141,0 in) Rectangular Tube N.A. W+Z 800.00 0.00 0.00 (15, 15, 0 in) Rectangular Tube N.A. W+Z 800.00 0.00 0.00 (15, 141,0 in) Rectangular Tube Design Summary Boundary Exists Model OK Load Status(2 cases) Stability Unity:0.71 OK?Yes (unity=0.71) Soil Bearing OK?Yes (unity =0.47) Slab Flexure OK?Yes (unity=0.97) Slab Shear OK?Yes (unity=0.37) Maximum Bottom X-reinforcement required:0.19 inA2/ft Maximum Bottom Y-reinforcement required:0.19 inA2/ft Maximum Top X-reinforcement required:0.19 inA2/ft Maximum Top Y-reinforcement required:0.19 inA2/ft Slab Flexure Design:by Slab Boundary Result Case Location Mu d As Reqd/ft Suggested Reinf in-lb/in in inA2 Footings 4. 1.2D+W+L+0.5Lr»+Z Top X 8114.79 15.25 0:19#4 @ 12-in o.c. Soil Bearing Capacity 4 Combination Name Location Pressure Average Value Unity psi psi 1.D (-16.5,-16.5 in) 4.92 3.38 _0,47. 7.0.6D+0.6W»+Z (-8.5, 79.8 in) 0.77 1.90 0.07 Visual Foundation 9.00.0002 E www.iesweb.com S Page 1 of 1 <° Q ! c , ny N f I i I i I 7 I :� ty. Western Forest Products Arlington,WA 5/6 STURDY ENGINEERING CORPORATION Gary Sturdy Conveyor FOUndation.vfp Thursday, November 29, 2018 4:07 PM Project Settings Building Code Load Combinations: ASCE 7-16 ASD ASCE 7-16 LRFD Safety Factors: Load Type Checked:Service Level Loads Uplift F.S.= 1.5 Overturning F.S.=2 Sliding F.S. = 1.5 Seismic Data: Occupancy Risk Category:II Seismic Design Category:A Spectral Acceleration SDS:0.15 Overstrength(Omega)X:1,Y: 1,Z: 1 Redundancy(Rho)X:1,Y: 1,Z: 1 Sliding Criteria: Additional Resistance X:0 K Additional Resistance Y:0 K Passive Pressure:0.0000 psf Friction Coefficient:0.5 Soil Criteria: Allowable Bearing: 1500 psf .Analysis Information: Concrete E Factor: 1 Area Uniform Loads Area Service Case Uniform Pressure Moment-X Moment Y Center -T Type P� K-ft K-ft N.A. D -504.0000 0.0000 0.0000(6,3.5,0 ft) Rectanular N.A. D -504.0000 0.0000 0.0000(18.542,3.5,0 ft) Rectanular N.A. D -504.0000 0.0000 0.0000(21.125,3,875,0 ft) Rectanular N.A. D -504.0000 0.0000 0.0000(37.208,3.875,0 ft) Rectanular N.A. D -504.0000 0.0000 0.0000(56,3.875,0 ft) Rectanular N.A. N.A. E+Z 504.0000 0.0000 0.0000(34.625,3.875 0 ft) Rectanular -19281.6000 0.0000 0.0000(37.208,3.875,0 ft) Rectanular N.A. E+Z -16128.0000 0.0000 0.0000(6,3.5,0 ft) Rectanular N.A. E+Z -15321.6000 0.0000 0.0000(21.125,3.875,0 ft) Rectanular N.A. E+Z 504.0000 0.0000 0.0000(18.542,3.5,0 ft) Rectanular N.A. E+Z 15321.6000 0.0000 0.0000(34.625,3.875,0 ft) Rectanular N.A. E+Z 19281.6000 0.0000 0.00 00(56.708,3.875,0 ft) Rectanular N.A. E-Z -19281.6000 0.0000 0.0000(56.708,3.875,0 ft) Rectanular N.A. E-Z -15321.6000 MOM 0.0000(34.625,3.875,0 ft) Rectanular N.A. E-Z -504.0000 0.0000 0.0000(18.542,3.5,0 ft) Rectanular N.A. E-Z 15321.6000 0.0000 0.0000(21.125,3.875,0 ft) Rectanular N.A. E-Z 16128.0000 0.0000 0.0000 6 3.5 0 ft ( � � ) Rectanular N.A. E-Z 19281.6000 0.0000 0.0000(37.208,3.875,0 ft) Rectanular rs rJ VisualFoundation 9.00.0002 I www.iesweb.com Page 1 of 2 Western Forest Products Arlington,WA 6/6 STURDY ENGINEERING CORPORATION Gary Sturdy Conveyor Foundation.vfp Thursday, November 29, 2018 4:07 PM Design Summary Boundary Exists Model OK Load Status(3 cases) Stability Unity:0.98 OK?Yes (unity=0.98) Soil Bearing OK?Yes (unity =0.64) Slab Flexure OK?Yes (unity=0.99) Slab Shear OK?Yes (unity=0.20) Maximum Bottom X-reinforcement required:0.65 inA2/ft Maximum Bottom Y-reinforcement required:0.65 inA2/ft Maximum Top X-reinforcement required:0.65 inA2/ft Maximum Top Y-reinforcement required:0.65 inA2/ft Shear Design Plate Result Case Direction Vu OVc Unity Check Details K/ft K/ft Foundation Slab-P266 6. 1.2D+E+L+0.2S»-Z X 0.0379: 51.0188 0.0007 d =56.688 in, Reference:ACI 8.5.3.1 Foundation Slab-P417 6. 1.2D+E+L+0.2S»+Z X -9.9348 50.9063 0.1952 d =56.563 in, Reference:ACI 8.5.3.1 Slab Flexure Desi n: b Slab Boundary Result Case Location Mu d i As Red f Fft-K/ft q / Suggested Reinf in inA2 Foundation Slab 6.1.2D+E+L+0.2S»-Z Top X 29.2929 56.6875 0.6480#7 @ 11-in o.c. Soil Bearing Ca aci Combination Name Location Pressure Average Value Uni ty Psf Psf 8.D+0.7E»-Z (62,6.5 ft) 1288.7718 717.8196 0.6444 10.0.6D+0.7E»+Z (59.113,4.3458 ft) 0.3892: 500.8210 0.0002 Overturning Stabilit Ir Combination Name Side Overturning Moment Resisting Moment Actual Allowable K-ft K-ft Safety Factor Safety Factor l 1, p 'V003->V004(31,6.5,0 ft) 3.2462 1156.5524 356,2829 2.0000' 10.0.6D+0.7E a-Z - :V002->V003(62,3,0 ft) 3518.4508 7159.6118 2.0349 -- - - 2.0000 VisualFoundation 9.00.0002 E www.iesweb.com S Page 2 of 2 Permit#: 2308 Permit Date: 12/13/18 Permit Type: COMMERCIAL MECHANICAL Project Name: WFP-Negative Air System Applicant Name: David Garcia Applicant Address: 19406 68th Dr NE Applicant, City, State, Zip: Arlington Contact: Phone: 3603330688 Email: dgarcia@westernforest.com Scope of Work: Construction of Negative Air System Valuation: 500000.00 Square Feet: 2515 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 12/18/2018 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Raelynn Jones Property Parcel# Address Legal Description Owner Name Owner Phone Zoning WESTERN FOREST 31051400300200 19406 68TH DRIVE NE PRODUCTS US Planing Sawmills& ning Mills LLC Pla Contractors Contractor Primary Contact Phone Address Contractor Type License License# Superior Systems Mack Wolfe 360-466-1234 13576 Bayview MECHANICAL L&I SUPERS*196Q5 Edison Rd CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 01/18/2019 R02.FOOTING 01/18/2019 Raelynn Jones Approved Plan Reviews Date Review Type Description Assigned To Review Status 12/13/2018 COMMERCIAL BUILDING MECHANICAL Fees Fee Description Notes Amount Mechanical Base Permit Fee $4,671.43 Mechanical Commercial Plan Review Table 4-1 $3,036.43 Processing/Technology $25.00 Total $7,732.86 Attached Letters Date Letter Description 12/17/2018 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 12/18/2018 David Garcia 73097397 cc Raelynn Jones $7,732.86 Outstanding Balance $0.00 Uploaded Files Date File Name 02/01/2019 4468694-2308 1-18-19 Inspection card.pdf 01/22/2019 4430622-2308 Air system foundation details.pdf 12/18/2018 4338820-2308 Signed permit.pdf 12/13/2018 4326151-2308 Application.pdf 12/13/2018 4326152-2308 Plans.pdf 12/13/2018 4326153-2308 Structural Calcs.pdf